CN1773036A - Building structure system and method - Google Patents

Building structure system and method Download PDF

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Publication number
CN1773036A
CN1773036A CN 200410092694 CN200410092694A CN1773036A CN 1773036 A CN1773036 A CN 1773036A CN 200410092694 CN200410092694 CN 200410092694 CN 200410092694 A CN200410092694 A CN 200410092694A CN 1773036 A CN1773036 A CN 1773036A
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China
Prior art keywords
joist
web
flange
limit
wall
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Pending
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CN 200410092694
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Chinese (zh)
Inventor
约翰·R·贝克
迈克尔·D·惠提卡尔
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Dietrich Industries Inc
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Dietrich Industries Inc
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Priority to CN 200410092694 priority Critical patent/CN1773036A/en
Publication of CN1773036A publication Critical patent/CN1773036A/en
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Abstract

The present invention discloses various building components and building construction method. One example includes trimmer beam end supporting structure. In which the trimmer beam edge is close to supporting wall, and is supported on the supporting structure and is connected with it, the trimmer beam is connected with trimmer beam edge, and the fire-resisting plate can be supported on said trimmer beam so as to form floor surface. Another example includes metal trimmer beam edge, it also can produce the action of end plate of wall and end plate of window opening and door opening on the wall. Said invention also discloses various methods for building wall by using prefabricated plate made up by using cold-rolled steel component.

Description

Building construction systems and method
The cross reference of related application, the application requires to submit on April 14th, 2003 number is the interests of 60/462,770 U.S. Provisional Application, the content of this provisional application is incorporated herein by reference at this.
Technical field
The various embodiment of theme of the present invention relate to building member, building system and building method, particularly relate to floor system, wall framework and panel structure, are used for the details and the method for construction of buildings.
Background technology
In the past, the constructional materials that is used for new dwelling house and commercial buildings has, for example, and timber, concrete brick, structural tube and framework etc.In recent years, in being devoted to solve the common problem relevant (wooden frame that is desirable length and size is under-supply, the danger of damaging by worms, the danger of fire etc.), various interchangeable constructional materialss and building method have been developed with timber.For example, develop so-called cold forming or " light-duty " steel frame member and substituted wood joist, wood stud etc.But in many cases, no matter how the member that is adopted is formed, building method is the same basically.Therefore, though the development of steel member solves the problems referred to above relevant with timber effectively, the building method that is adopted when adopting the steel member still comprises the various inefficient problem relevant with existing wood structure method.
For example, a kind of wooden construction method that adopts in the past is referred to as " balloon framing ".In balloon framing was used, long continuous skeleton extended to the eaves line from bottom girder, and the intermediate floor structure with the nail nail thereon.Fig. 1 and Fig. 2 illustrate the existing balloon framing structure that is used for double-layer structure 1, and wherein wood stud 2 extends from the substrate 3 that is fixed in ground 4.A series of wood flooring joists 5 are pinned to the inner surface of corresponding column 2.Outsourcing material 6 can be followed closely in the outside of this column 2 then.The heat-barrier material (not shown) place usually between the column the space, frame board and mortar or dry wall etc. are connected in column to form surface within the walls then.Can be connected in the end face of joist such as the floor paving material 7 of veneer, forming floor, or in other are used, this floor can be by fluid concrete on paving material or with formations such as prestressed concrete plates.Because this cage construction forms Wheelchair Accessible between column, can be incorporated into the upper strata from lower floor by this Wheelchair Accessible fire.Existing fire protection rule needs fire blocks to insert between the column to block these passages usually.Fig. 2 illustrates this fire blocks, and it can comprise with nail follows closely in contiguous column 2 and panel 8 that extends between it and fire prevention panel 9, to block this passage.
Fig. 3 illustrates the part of the balloon framing wall made from the cold-shaping steel skeleton 10.As what seen in the drawings, the upper end that forms the C shape column 11 of the wall link to each other with lower region is admitted and is fixed in channel-section steel on the C shape (track) 12.Then, C shape floor joists 14 is connected in the web part 13 of column 11 as shown in the figure, with support floor paving material (not shown).Cross level angle steel 15 can be used for support floor joists 14 in setting up.In order to be formed for down the wall of one deck, following channel-section steel 16 is arranged on the channel-section steel 12 in back-to-back mode, and the lower end of C shape column 17 is connected in down channel-section steel as shown in the figure.As what seen in the drawings, this upper pillar stand 17 is aimed at lower pillar stand 11.In addition, the end that the adjacent flange of channel-section steel partly was used to admit floor base material (not shown) about L shaped angle steel 18 can be fixed in.
The another kind of building method that comes from the timberwork structure is " flatbed " skeleton.In the flatbed cage construction, every layer of floor is used to build down one deck as working platform.Fig. 4 illustrates the example of existing " the platform skeleton " two one storey buildings 20 of being made by the lightweight section frame member.As what seen in the drawings, lower floor's wall 21 is by extending between top C shape channel-section steel 23 and bottom C shape channel-section steel 24 and forming with its fixing isolated steel post 22.C shape limit part 25 is supported on the web of channel-section steel 23 on this.A plurality of floor joists 29 are by also connected lower floor wall 21 supports under this limit 25, and this limit 25 has the tight angle of C clamp.If desired, can use independent web reinforcement spare as shown in the figure, with the web unstability under load that prevents this limit.Can adopt other joist limits, for example, authorize No. 6301854 disclosed joist limit of United States Patent (USP) of people such as Daudet.
" load-bearing " exterior wall that the structure 20 of Fig. 4 of illustrating Fig. 5 can adopt.As seen in Figure 5, upward channel-section steel 23 is admitted and is connected at the top of vertically extending column 22.C shape limit 25 is supported as shown in the figure and be connected in the web of channel-section steel 23 on this.This limit 25 has web 26, lower flange 27 and upper flange 28.C shape floor joists 29 is fixed in the web 26 on this limit 25 with corresponding C shape angle of pinching (not shown).The local buckling of web 26 under load in order to prevent this limit 25 in addition, web reinforcement spare 31 is connected in the web 26 on this limit 25 and the web 30 of corresponding joist 29.The wall that is used for the second layer is made of another a plurality of columns 33 that extend between channel-section steel 32 and the last channel-section steel 34 down at the upper flange 28 that is connected in this limit 25.In addition, be referred to as the L shaped angle steel 36 of " cast block piece " ' can be fixed in channel-section steel 32 and joist 29 down usually, be used to admit the concrete slab 35 that is cast in metal decking 35 ' top ' end etc.For example No. the 5784850th, the United States Patent (USP) of authorizing Elderson or authorizing disclosed horizontal bridgeware 37 in No. the 6021168th, the United States Patent (USP) of Elderson or other known horizontal bridgeware devices can extend through opening in column 22 and the column 33, and engage its web, think that column 22 and 33 provides cross binding.See Fig. 4.Above the horizontal bridgeware 37 of described type can extend through opening in the column 33.
Fig. 6 illustrates the load-bearing interior wall structure of prior art.As seen in Fig., the top of vertical bearing column 40 is received in the top channel-section steel 41.A pair of C shape limit 42 with 43 as shown in the figure with back-to-back form setting and be connected top channel-section steel 41.As shown in the figure, the bottom channel-section steel 44 that is used for another layer wall is fixed in the top flange on this limit 42,43, and aliging with corresponding column 40 in the bottom of vertically extending column 45 and is fixed in the bottom of bottom channel-section steel 44.Joist 46 is connected in limit 42,43 through clamping the angle steel (not shown).As finding in the figure, web reinforcement spare 47 is connected in the web of joist 46, and is orientated to as shown in the figure and prevents these limit unstabilitys.Then, concrete 48 be cast on the steel paving material or the precast concrete plate to constitute the floor.In other be provided with,, can not adopt web reinforcement spare according to load characteristic.Other are provided with the joist limit that can adopt the above-mentioned type, and wherein joist connection contact pin is formed on the web on this joist limit.
Fig. 6 A illustrates the cage construction of another prior art, wherein, and limit channel-section steel 25 ' be connected in and erect column 22 ' flange.This column 22 ' the top be connected in channel-section steel 23 '.As what seen in the figure, this limit channel-section steel 25 ' upper flange be displaced to channel-section steel 23 on this ' web under, to form a projection, be used for tightly abutting floor paving material 31 '.The top wall is with channel-section steel 32 ' formation down, a plurality of connected upper pillar stands 33 of this time channel-section steel 32 ' have '.A plurality of C shape floor joists 29 ' be fixed in have conventional clamping angle steel 34 ' this limit 25 ' web.
Fig. 6 B illustrates another existing cage construction, wherein, and the flange that C shape floor joists 29 " is connected in and erects column 22 ".This column 22 " top be connected in channel-section steel 23 ".As what seen in the figure, under the web of this floor joists 29 " upper flange be offset to channel-section steel 23 on this ",, be used for tightly abutting the paving material 31 on floor " to form projection." constitute, this time channel-section steel 32 " has a plurality of connected upper pillar stands 33 " to channel-section steel 32 under the top wall is used.
Fig. 7 illustrates the solid-walled structure 50 of prior art, wherein has window opening 51.As seen in Fig. 7,8 and 9, this wall 50 has the following channel-section steel 52 that is connected in ground or other braced structures (not shown) and supports a plurality of joists 54 last channel-section steel 53 thereon.A plurality of vertical extent columns 55 extend between channel-section steel 52 and the following channel-section steel 53 on this and are connected with it.Horizontal bridgeware 56 grades of the above-mentioned type extend through the opening in the column 55 and engage with this column web thinks that this column provides cross binding.Window opening 51 is by forming at a pair of support columns 57 of these opening 51 every sides (with other structures).Windowsill channel-section steel 58 (C shape channel-section steel forms) or other combining structures are extended between this support column 57 and are connected with it, to form the lower end of this window opening 51.The short column 59 in a plurality of bottoms extends between this time channel-section steel 52 and windowsill channel-section steel 58.Last channel-section steel 60 (it can be arranged to maybe can comprise combining structure as shown in the figure) extends to form the upper end of this opening 51, as Fig. 7 and shown in Figure 10 between the top of this support post 57.A plurality of short columns 61 are installed between this end plate (head) channel-section steel 60 and upper head plate (header) channel-section steel 62.This upper head plate channel-section steel 62 can comprise C shape channel-section steel or other combining structures.C shape transom spare 63 or limit can be supported on its lower flange and the upper flange of this upper head plate channel-section steel 62 on.Top wall chase steel 53 is connected in the top of this transom spare 63.Another kind of optionally box-girder upper head plate structure is shown in Figure 11 and Figure 12.As seeing in those figure, this transom is made of a pair of C ellbeam spare 70 that extends between wall chase steel 53 and the middle upper head plate channel-section steel 62 on this.Those of ordinary skill in the art will be appreciated that, no matter adopts the structure which kind of more goes up, and needs the considerable time of cost build installation.It isolates quite difficulty and consuming time.
Figure 12 A illustrates another kind of upper head plate structure, wherein, two C shape parts 70 ' with back-to-back form setting, and as shown in the figure with screw 61 ' be fixed in channel-section steel 53 ' and following channel-section steel 60 '.
The wall of another kind of type is referred to as " curtain wall " in the building structure.Curtain wall is configured to only be used to resist weight (static load) and other weight attached to the ornament materials on this wall of wind load (outer curtain wall) and other lateral loads and wall self usually.Figure 13 illustrates the curtain wall 80 of prior art, and window opening 81 is arranged on it.As what seen in the figure, wall 80 is in extension between the floor 82 and comprise channel-section steel 83 and following channel-section steel 84.The bottom of each wall column 85 is received in this time channel-section steel 84, and the top of each column 85 is located in the channel-section steel 83, and channel-section steel 83 is received in the outside inverted draw cut steel 86 on this, and it is referred to as " slip channel-section steel " sometimes in the industry.Window opening 81 is made of a pair of head tree assembly 87 and windowsill channel-section steel 88 and end plate channel-section steel 89, and this head tree 87 extends between bottom channel-section steel 84 and next top channel-section steel 83.Short column 90 is extending between this windowsill channel-section steel 88 and the bottom channel-section steel 84 and between end plate channel-section steel 89 and next top channel-section steel 83.
According to the type of structure, the floor of residential structure usually by veneer or similarly paving material constitute, and the floor that is used for pattern of trade is made of concrete and reinforcing bar.Some concrete floors are to be cast on the paving material that is supported in joist, and other for example are to adopt between the walls to extend and be supported on precast concrete plate on the channel-section steel of top on No. 5402612 described floor of United States Patent (USP).Other floor panel assembly and girder construction are disclosed in No. 6301854 United States Patent (USP) authorizing people such as Daudet and authorize in No. 5956916 United States Patent (USP) of Liss.
Summary of the invention
According to one embodiment of present invention, provide a kind of joist overhang bracket structure (condition) that is used for building, it can comprise braced structures and the supporting wall that is supported on this braced structures.This supporting wall can have a plurality of vertically extending columns.The joist limit can and can be connected at least some vertically extending columns near this vertically extending upright supports on braced structures.At least one joist can be connected in this joist limit.
An alternative embodiment of the invention can comprise the method for building supporting wall and flooring structure.This method can comprise that the supporting wall of building the lower support structure and will having a plurality of vertically extending columns is fixed in this lower support structure.This method can also comprise that close at least some these vertically extending columns are supported on the joist limit on this lower support structure, and at least some contiguous vertically extending columns are fixed on this joist limit.In addition, this method can comprise and a plurality of floor joists is fixed in the joist limit and the paving, floor is supported on these a plurality of floor joists.
An alternative embodiment of the invention, can comprise the joist overhang bracket structure that is used for supporting wall and flooring structure, it comprises having planar webs and stretch out and the following channel-section steel of the connected first channel-section steel flange and the second channel-section steel flange, go up channel-section steel from this web, with a plurality of vertically extending columns, it extends in the middle of this upper and lower channel-section steel and is connected with it.The first column flange and the second column flange that each vertically extending column can have the column web and extend from this web.The joist limit of the plane upper flange that has the limit web and stretch out from this limit web was connected in this a plurality of vertically extending column second column flanges near going up channel-section steel, made the plane upper flange and the channel-section steel web copline that should go up channel-section steel on this joist limit.At least one first joist can be connected in this limit web.
Another embodiment of the present invention can comprise the method for building supporting wall and flooring structure.This method can comprise the construction supporting wall, and this supporting wall has last channel-section steel, following channel-section steel and extends and connected a plurality of vertically extending columns between this upper and lower channel-section steel.Should go up channel-section steel and can have plane channel-section steel web.This method can also comprise this supporting wall is fixed on the joist limit, makes the flat edge flange and the basic coplane of plane channel-section steel web that should go up channel-section steel on this joist limit, and a plurality of first floor joists are fixed in this joist limit.This method can also comprise the paving, floor is supported on these a plurality of first floor joists and the last channel-section steel web and top flange of basic coplane on.
An alternative embodiment of the invention can comprise be used for building the joist end support structure.This joist end support structure can comprise a plurality of vertical extent columns that constitute supporting wall.Each has the top this vertically extending column.Joist limit with top flange is connected at least some vertically extending columns, makes the basic coplane in top of this top flange and described vertically extending column.At least one floor joists is connected in the limit web and the floor paving material is connected at least some floor joists, makes it across the tie point between this vertically extending column top and the joist limit.
An alternative embodiment of the invention comprises the joist limit, and this joist limit comprises the top web and is overhung at first flange of this top web, and second flange that is overhung at this top web with respect to this first flange with the relation of relative spacing clamp.A plurality of first joists connect contact pin and can be formed on this first flange.
An alternative embodiment of the invention comprises combination joist limit and wall end plate, this wall end plate can comprise the top web, is overhung at the first end plate flange of this top web and is overhung at the second end plate flange of this top web with respect to the relation that this first end plate flange is opened with relative spacing.A plurality of first joists connect contact pin and can be formed on this first end plate flange with predetermined interval, and each first joist connects contact pin with respect to first angular orientation of the first end plate flange to be scheduled to.First lower flange can be overhung at this first end plate flange, and a plurality of second joist connection contact pin can be formed on this second end plate flange with the second predetermined interval.Each second joist connects contact pin with respect to second angular orientation of this second end plate flange to be scheduled to.Second lower flange can be overhung at the second end plate flange.
An alternative embodiment of the invention comprises wall and floor system, and it comprises combination joist limit and wall end plate.This combination joist limit and the top of a wall end plate to be comprising the end plate of U-shaped, this U-shaped end plate has the top web, be overhung at this top web the first end plate flange and with respect to this first end plate flange with relative spacing open relation be suspended from this top web second end plate flange.A plurality of first joists connect clip can be with predetermined fixed interval in this first end plate flange.This wall and floor system are received between the first and second end plate flanges of this U-shaped end plate and with it and are connected.A plurality of first joists can be connected in these a plurality of first joists and connect clip.
An alternative embodiment of the invention comprises the tip plate configurations that is used at the opening of the wall of sandwich construction.This tip plate configurations can comprise the joist limit that is connected in pillar, and this pillar forms opening and extends to be formed on the end plate on this opening between it.This tip plate configurations can also comprise transverse beam assembly, and it is connected in this joist limit and extension common with it.This transverse beam assembly also can be connected in this pillar.A plurality of floor joists can be connected in the joist limit.
Therefore, the present invention proposes solution to the building unit of prior art and the shortcoming of floor system.But those of ordinary skill in the art is readily understood that the details of these and other, characteristic and advantage will become clearer by following detailed description of preferred embodiment.
Description of drawings
Accompanying drawing illustrates the preferred embodiments of the present invention, and wherein same Reference numeral is used for representing same parts, wherein:
Fig. 1 utilizes the phantom drawing of the double-layer structure of the timber compoment formation of the balloon framing technical pattern of technology now;
Fig. 2 is the floor joists of structure shown in Figure 1 and the zoomed-in view of the tie point between the column, and the fire blocks that use prior art are shown;
Fig. 3 is the phantom drawing that utilizes the multilayer wall construction part of the lightweight section member manufacturing that has the balloon framing technology now;
Fig. 4 is the phantom drawing that utilizes the double-layer structure of the lightweight section member manufacturing that has platform skeleton technology now;
Fig. 5 is the partial sectional view of multilayer load-bearing exterior wall, and it can be used for the structure of Fig. 4;
Fig. 6 is the fragmentary, perspective view that utilizes the outer load bearing wall of multilayer of the lightweight section member manufacturing that has platform skeleton technology now;
Fig. 6 A is the fragmentary, perspective view of another kind of existing multilayer wall cage construction;
Fig. 6 B is the fragmentary, perspective view of another kind of existing multilayer wall cage construction;
Fig. 7 is the elevation that wherein has the existing solid-walled structure part of window opening;
Fig. 8 is the fragmentary, perspective view of the load bearing wall part of Fig. 7;
Fig. 9 is the fragmentary, perspective view of another part of the load bearing wall of Fig. 7;
Figure 10 is the fragmentary, perspective view of another part of the load bearing wall of Fig. 7;
Figure 11 is the fragmentary, perspective view that utilizes the existing tip plate configurations of lightweight section frame member;
Figure 12 is along the existing tip plate configurations fragmentary, perspective view of the 12-12 line of Figure 11 intercepting;
Figure 12 A is the sectional view of another kind of existing tip plate configurations;
Figure 13 is the curtain wall phantom drawing partly that utilizes existing skeleton technology to make with the lightweight section frame member;
Figure 14 is the layout plan of multistory building, and various embodiment of the present invention can be used for wherein;
Figure 15 is the part vertical view corresponding to the example of the first ground board wall of the dash area of Figure 14 and the first floor joists skeleton, and the figure shows some embodiment of the present invention and how can be bonded in such sandwich construction;
Figure 16 is the fragmentary, perspective view of an embodiment of joist overhang bracket structure of the present invention;
Figure 17 is the fragmentary, perspective view of another embodiment of joist overhang bracket structure of the present invention;
Figure 18 is the fragmentary, perspective view of another embodiment of joist overhang bracket structure of the present invention;
Figure 19 is the fragmentary, perspective view of another embodiment of joist overhang bracket structure of the present invention;
Figure 20 is the part elevation figure of the joist overhang bracket structure of Figure 18, and wherein the second layer or upper walls are connected with it and the some of them member illustrates with profile type;
Figure 21 is the part elevation figure of the joist overhang bracket structure of Figure 19, and wherein continuous upper walls is connected with it and the some of them member illustrates with profile type;
Figure 22 is the part elevation figure of another kind of ground of the present invention board connecting structure, and some members illustrate with profile type;
Figure 23 is the part elevation figure of another kind of ground of the present invention board connecting structure, and some members illustrate with profile type;
Figure 24 is the part elevation figure of the ground board connecting structure of Figure 22, and wherein continuous upper walls is connected with it;
Figure 25 is the part elevation figure of the ground board connecting structure of Figure 23, and wherein continuous upper walls is connected with it;
Figure 26 is the fragmentary, perspective view of the another kind of embodiment of ground of the present invention board connecting structure;
Figure 27 is the fragmentary, perspective view of the another kind of embodiment of ground of the present invention board connecting structure;
Figure 28 is the part elevation figure of the another kind of embodiment of ground of the present invention board connecting structure, and some members are shown in section;
Figure 29 is the part elevation figure of the another kind of embodiment of ground of the present invention board connecting structure, and some members are shown in section;
Figure 30 is the part elevation figure of the another kind of embodiment of ground of the present invention board connecting structure, and some members are shown in section;
Figure 31 is the phantom drawing of clip that can be used for joist is fixed in the joist limit of type shown in Figure 30;
Figure 32 is the fragmentary, perspective view of the of the present invention another kind of joist overhang bracket structure on end plate/joist limit of utilizing the present invention to make up;
Figure 32 A is the fragmentary, perspective view that utilizes the of the present invention another kind of joist overhang bracket structure on joist of the present invention limit;
Figure 33 is the part sectional part elevational view of the joist overhang bracket structure of Figure 32;
Figure 33 A is a part sectional part elevational view of utilizing the of the present invention another kind of joist overhang bracket structure on another kind of end plate of the present invention/joist limit;
Figure 34 is the fragmentary, perspective view that utilizes the of the present invention another kind of joist overhang bracket structure on another kind of end plate of the present invention/joist limit;
Figure 35 is the part sectional part elevational view of the joist overhang bracket structure of Figure 34;
Figure 35 A is a part sectional part elevational view of utilizing the of the present invention another kind of joist overhang bracket structure on the another kind of end plate/joist limit of making up of the present invention;
Figure 36 is the phantom drawing of end plate syndeton part of the present invention;
Figure 37 is the part sectional part elevational view of the end plate syndeton of Figure 36;
Figure 38 is a panelling wall assembly elevation of the present invention;
Figure 38 A is an another kind of panelling wall assembly elevation of the present invention;
Figure 39 is the panelling wall assembly decomposition assembling figure of Figure 38;
Figure 40 is the sectional view of the panelling wall assembly of Figure 38 and 39 along first panelling part of the 40-40 line intercepting of Figure 39;
Figure 40 A is the partial sectional view of first panelling part shown in Figure 38 and 39;
Figure 41 is the sectional view of the panelling wall assembly of Figure 38 and 39 along second panelling part of the 41-41 line intercepting of Figure 39;
Figure 42 is the sectional view of the panelling wall assembly of Figure 38 and 39 along the 3rd panelling part of the 42-42 line intercepting of Figure 39;
Figure 42 A is the sectional view of the 3rd panelling part shown in Figure 38 and 39;
Figure 43 is the part elevation figure of cage construction, wherein this panelling and metope coplane not;
Figure 44 is the part elevation figure of cage construction, its end plates or bottom girder channel-section steel and wall plane out of plumb;
Figure 45 is the part elevation figure of wall part, and its end plates or bottom girder channel-section steel are suitably installed, and forms the gap between short column and the end plate channel-section steel; And
Figure 46 is the elevation of another panelling wall assembly of the present invention.
The specific embodiment
Below in conjunction with sandwich construction various embodiment of the present invention is described.But along with the carrying out of this detailed description, those skilled in the art will be appreciated that some aspect of various embodiments of the invention can be successfully used in the single thing.Therefore, various embodiment of the present invention should not be limited to and only is used in during multilayer uses.
With reference now to accompanying drawing,, accompanying drawing is used to illustrate embodiments of the invention rather than restriction embodiments of the invention.Figure 14 is tier building 100 " a crucial plan view ".This dash area 102 of building 100 things illustrates partial building shown in Figure 15.Figure 15 illustrates the example part on plane between the first ground board wall and the first floor joists thigh, and it illustrates some embodiment of the present invention and how can be combined in this structure.
Figure 16 illustrates joist overhang bracket structure 104 of the present invention, and it can be used in the part of building shown in Figure 15 100.As can be seen from Figure 16, the embodiment of the invention comprises joist limit 110, and it can be the joist limit of authorizing people's such as Daudet No. 6301854 disclosed the sort of type of patent of the U.S., and its disclosed content is incorporated into this by reference.This joist limit 110 is usefulness usually, for example, cold-rolling galvanization steel or other suitable metal manufacturings, its specification is decided by load capacity and the load type that this floor must be born.For example, for being configured to 40 pounds floor system of every square feet of supporting, this joist limit 110 can be with No. 16 cold-rolled steel manufacturings.When the end is seen, this joist limit 110 can be the shape of C shape substantially and have limit web 112 and upper flange 114 and lower flange 116.This lower flange 116 can be longer than upper flange 114 so that easily with this lower flange 116 by suitable connector (promptly, bolt, screw etc.) and desired method of attachment be connected in braced structures or other braced structuress such as concrete wall 118, the upper surface 119 of Ru Qiang, plate etc.
As seeing in Figure 16, this joist limit 110 can have a plurality of connection contact pin 120, and it is formed on the limit web 112, and brace 120 is used for C shape metal floor joist 124 is connected to joist limit 110.This connection contact pin 120 stamps out on the web 112 on this joist limit 110 and can be with respect to 90 ° of web 112 bending.This structure causes through hole 121 distortion by the limit web 112 on this joist limit 110.In order to provide extra reinforcement to limit web 112 around hole 121, can ribs 122 be set in every side in each hole 121, it further makes connection contact pin 120 play connector between joist limit 110 and corresponding floor joists 124.As what in Figure 16, further see, each floor joists 124 can have joist web 126, last joist flange 128 and following joist flange 129, and by, for example, cold-rolling galvanization steel or other suitable metal manufacturings, its specification can be determined according to load capacity and load type that this floor must be supported.This connection contact pin 120 can being disposed on the joist limit 110 with any hope.But those skilled in the art will be appreciated that, with 8 ", 12 ", 16 ", 19.2 " with 24 " the interval be provided with this be connected contact pin make favourable, this be in building trade usually acceptable be used for the spacer structure of column and joist.
The joist web 126 of floor joists 124 can be connected in corresponding connection contact pin 120 with suitable fixing means.For example, can be with the machanical fastener 130 of right quantity and appropriate configuration, as the 10#-16 screw etc.But, can imagine, also can be with other fastening method, for example welding, rivet, bolt etc. are connected in joist 124 and connect contact pin 120.In addition, the last joist flange 128 of each floor joists 124 can be connected in the upper edge flange 114 on this joist limit 110 by the securing member 130 of appropriate size, for example 10-16# screw etc.
In this embodiment, the limit web 112 on joist limit 110 can be connected in the column 145 of supporting wall 140.This supporting wall 140 can comprise channel-section steel 142 under the C shape, and it has the channel-section steel flange 144 of channel-section steel web 143 and two settings.The channel-section steel web 143 of this time channel-section steel 142 can be supported on the upper surface 119 of braced structures 118, and can be connected thereon with conventional method by the securing member of suitable routine.In one embodiment, this braced structures comprises concrete wall.Following channel member 142 can by, for example, cold-rolling galvanization steel or other suitable metal manufacturing, the size of the load that its specification can must be supported by this floor and the type of load are determined.This vertically extending column 145 can be C shape and have column web 146 and-column flange 147, each has column flange 147 from its lip that stretches out 149.Vertically extending column 145 also can be by the manufacturings such as cold-rolling galvanization steel of appropriate size.The lower end of column 145 can be received within the following channel-section steel 142 of C shape, and the column flange 147 of this column 145 can use securing member, and for example, 10-16# screw etc. is connected in down channel-section steel 142 corresponding channel-section steel flanges 144.The channel-section steel (not shown) can be supported and be connected in the upper end that it will be apparent to those skilled in the art that this column 145 in a similar fashion.
As what seen in Figure 16, the limit web 112 on this joist limit 110 can pass through, and for example, suitably screw, rivet, bolt or other suitable fastening methods of size as welding, are connected in the column flange 147 of column 145.As selection, joist limit 110 can be connected in this wall 118 separately or be connected in column 145 and wall 118.But in this embodiment, limit web 112 is not directly connected in column flange 147.Lower flange 116 is connected in wall 118 by suitable concrete fastener 123.Sound insulating material 148, the rigidity sound barrier that for example can buy from the market or materials similar can be inserted between column 145 and the joist limit 110, so that prevent because the squeak that column 145 and 110 ground, joist limit relatively move and cause.In addition, the space between the column can be filled with commercially available glass fiber sound insulating material or polyethylene (policyene) material.As what also can see in Figure 16, joist limit 110 can be stitched together by C shape splice 150, and it is by suitable securing member 130, for example, 10-16# screw etc., across this joist limit 110 in abutting connection with the joint 149 between the web 112.
As what seen in Figure 16, this joist limit 110 can be orientated to and make this column 145 to align with floor joists 124 according to load-up condition.But, can imagine that this column 145 needn't align with floor joists 124.Still in this embodiment, floor paving material 199, such as for example, not flammable plate, or the cementitious products of cast-in-situ can be supported on the joist 124 and is connected at least some joists 124.In one embodiment, for example, fire-retardant plate 199 can comprise the Eats Rutherford by New Jersey 07073, the cement scutum that the Allied Building Product company of 15 east Union Avenue supplies with, and its trade mark is VIROC .The embodiment of fire-retardant plate comprises the mixture of wood particle and portland cement.It manufactures usually with 4 ' * 8 ' and 4 ' * 10 ' long slab and mean in conjunction with the intensity of timber and the durability and the soundness of flexibility and cement.Its character right and wrong are direction-sense and can cut with the wood working tool of routine, planing, polishing, hole, dig quarter, ailing, tapping.Other fire-retardant panel products, such as by Rhode Island,USA 02865, Lincoln, the fire-retardant outsourcing material that the Architectual Products of 55 Industrial Circle, Inc. provide, its trade mark are PLYCEM , are also successfully used.The PLYCEM plate comprises 72% portland cement, and all the other are the cellulose fiber peacekeeping calcium carbonate of mineralising, and usually with 4 ' * 8 ' or 4 ' * 10 ' the sheet material supply.In the past, the PLYCEM plate is used on the metal decking material to form flooring structure.Other flame-proof sheet material material, such as by Illinois, USA 60048-1296, Libertyville, the flame-proof sheet material material that the Gypsum Company of 700 NorthHighway 45 makes also can use well.In one embodiment, fire-retardant plate can comprise satisfied or surpass the standard E84 of american society for testing and materials (ASTM), the material of the flame-retardant nature of E136 or similar standard-required, and can lack or not lack and anyly stride across the length of this plate substantially and/or the overall structure member of width (is a reinforcing bar, net, ribbon), make this plate have enough structural strengths and rigidity, arrange at interval to stride across used specific joist (promptly 8 "; 12 ", 16 "; 19.2 " and 24 " etc.); need not to require to use underbed backing material, to be subjected under the floor load of being born, realizing acceptable result such as metal decking and other paving materials.But other paving material can be supported on the end face of fire-retardant plate.The embodiment of fire-retardant plate disclosed herein can also have, and also can not have the one or more of following characteristics/characteristic: (i) size that can be handled repeatedly by personal security ground of its size that has and need not the help of crane etc.; Cuttings such as wood working tool, boring, planing, polishing, ailing and/or tapping etc. that (ii) can enough routines; (iii) by the material manufacturing that molded resistance is arranged (promptly to not being subjected to the influence of certain molded strain).
Figure 17 illustrates another kind of joist overhang bracket structure embodiment, and wherein joist 124 is connected in C t joist limit 170 by L shaped clamping angle bar 180, and this joist limit 170 has web 172 and upper flange 174 and lower flange 176.This clamp angle steel 180 can by, for example, the screw of appropriate size and bolt 182 or wait the web 172 that is connected in this joist limit 170 and the joist web 126 of this joist by welding.This system shown in Figure 17 and all the other details of member can also be used for the same of system shown in Figure 16 and member with above-described.
The aspect of the novelty of the uniqueness of various embodiment of the present invention, structure and method provides huge improvement to existing flooring structure.Specifically, the floor paving material is fire-retardant and does not need to install between the floor independent fire blocks.Another advantage of one or more embodiment of the present invention is that fire-retardant panelling can be with common module size manufacturing, and this module size is similar to or is equal to the used common module size of builing industry (i.e. 4 ' * 8 ' sheet material etc.).The fire-retardant panelling of Cai Yonging is generally handled the help that does not need crane by two workmans in one or more embodiments.This floor system structure need not to build with special instrument.For example, in one or more embodiments, fire-retardant plate can cut with common wood working tool, holes, polishing etc.In addition, because various embodiment of the present invention do not need paving material, or adopt the precast concrete plate that comprises reinforcing bar or other reinforcements, or adopt casting plate, so the weight on this floor is lighter with reinforcing bar and other reinforcements.Therefore, can build higher building with various floor systems of the present invention and method.
Figure 18 illustrates another embodiment of joist end construction of the present invention, and it can be used for this part of building 100 as shown in figure 15.As seeing in Figure 18, this embodiment of the present invention also can adopt the joist limit 110 of the above-mentioned type and structure.This structure is used at coping and is used for admitting thereon providing between the floor joists in paving, floor and flushes stayed surface, if desired, this paving, floor can extend to another the adjacent floor joists structure that is used for forming another adjacent floor area.Also can directly support the upper strata load that is applied on wall and the floor, this has caused the bigger load-carrying ability of ratio existing structure by substrate.In this embodiment, joist limit 110 can be connected in supporting wall 200, and this supporting wall can be supported on another wall or also can comprise the following C shape channel-section steel 202 of the above-mentioned type on the flooring structure (not shown).For example, this time channel-section steel 202 has channel-section steel web 203 and two upwardly extending channel-section steel flanges 205.This supporting wall 200 can also comprise the last C shape channel-section steel 204 of the structure that is similar to down C shape channel-section steel 202, and has channel-section steel web 206 and two flanges that stretch out 208,209 downwards.A plurality of C shape columns 210 of the above-mentioned type and structure can extend between this time channel-section steel 202 and last channel-section steel 204, and each column has for example column web 211 and two column flanges 213 that overhang.Each column 210 can by, for example, cold-rolling galvanization steel or other suitable metal manufacturings, its specification can be determined according to the load capacity that will be subjected to and load type.The column flange 213 of each column 210 can be fixed in the channel-section steel flange 205 and first and second flanges 208,209 that should go up channel-section steel 204 of channel-section steel 202 down by securing member 207.In one embodiment, this securing member 207 can comprise 10-16# screw etc.But column 210 can utilize other suitable fasteners and fastening method, and for example, welding, bolt connection etc. are connected in down channel-section steel 202.
The limit web 112 on joist limit 110 can be by the securing member 130 of appropriate size and proper number, and for example, the 10-16# screw is connected in the column flange 213 of vertically extending each column 210.By using securing member 130 grades to make being connected of joist limit 110 and wall 200, be used for load is passed to wall from joist.As what will be discussed below, transmitted load has tangible advantage than existing building structure and method by this way.As what in Figure 18, seen, in this embodiment, the upper flange 114 on joist limit 110 basically with this on channel-section steel web 206 coplanes of channel-section steel 204.
In other embodiments, according to the ad hoc structure of member, limit web 112 can be not attached to each column 210.The set of " first " floor joists 124 of the above-mentioned type and structure can be connected in the corresponding contact pin 120 that is connected, this connection contact pin 120 is integrally formed on the limit web 112 on joist limit 110 with above-mentioned form, if desired or required, make joist 124 to align substantially with column 210.For example, in this article, " basic alignment " is meant that for example, the center line that the center line of column departs from joist is not more than 3/4 ".But, explanation again, according to specific load feature, column can not align with joist substantially.Still as shown in figure 18, the upper flange 128 of joist 124 can be used, and for example, securing member 130 is fixed in the top flange 114 on this joist limit 110.Securing member 130 can comprise 10-16# screw etc.But also can imagine and utilize other securing members and fastening method (bolt, welding etc.).
In one embodiment, the joist web 126 ' that formation is adjacent to another or " second " C t joist 124 ' of a plated construction part can be connected in the channel-section steel flange 208 that first of channel-section steel 204 overhangs with extending through the securing member (not shown) that this joist web 126 ' enters this channel-section steel flange 208, wherein is adjacent to plated construction and totally represents with 117.For example, this second joist 124 ' is with the screw of a plurality of suitable sizes, such as, for example 10-16# screw etc. can be connected in flange 208, makes this second joist 124 ' be basically perpendicular to this first joist 124.But, can expect, also can use the securing member and the fastening method of other types.As what can see in Figure 18, this second joist 124 ' can be connected in channel-section steel 204, makes the last joist flange 128 ' of this second joist 124 ' and the channel-section steel web 206 basic coplanes of last channel-section steel 204, as shown in figure 18.Should be appreciated that this second joist 124 ' of load demand according to floor 117 can be identical or similar on structure and composition with above-mentioned first joist 124.
Figure 19 illustrates an alternative embodiment of the invention, and wherein, first joist 124 is connected in C t joist limit 170 by L shaped clamping angle steel 180, and this joist limit 170 has web 172 and upper flange 174 and lower flange 176.This clamp angle steel 180 can by, for example, the screw of appropriate size or bolt 182 or welding etc. are connected in the web 172 on this joist limit 170 and the joist web 126 of this first joist 124.Can expect that clamp the joist web 126 that angle steel 180 can be connected in this joist 124 with same screw, rivet, bolt etc., this is connected in column 210 with limit web 126.As shown in figure 19, the last joist flange 128 of this first joist 124 can such as the securing member 130 or the welding of screw, bolt, rivet, be fixed in the top flange 174 on this joist limit 170 with for example.This system shown in Figure 19 and all the other details of member can also be used for the same of system shown in Figure 180 and member with above-described.
As what see from the front, in one embodiment, this joist limit is built into the flange of this bearing column, and the top flange on this joist limit is flushed with the top channel-section steel.This joist limit can perhaps utilize other securing member/fastener constructions to be connected in this joist with self-drilling screw by being connected to the edge joint sheet of this joist web.The top on this joist limit and base flange also can be connected in the joist flange with self-drilling screw.Because the bearing strength of this limit flange is activated, this additional screw provides the additional strength of this limit to the connection of joist.Do not have flange screws, joist limit intensity depends on the shear ability of this contact pin separately.This joist limit can with self-drilling screw by this joist limit web and adopt other fastener constructions, be connected in the column flange.This joist needn't align with this wall column.In one embodiment, because this joist limit is a load distribution unit, joist load can be passed to adjacent column by the bending and the shear ability on this joist limit in this joist limit.This can accomplish, because the size of this edge joint film perforation can specifically be configured to allow the material of enough not punching presses to be used for suitable bending and shear strength.
Figure 18 and embodiment shown in Figure 19 make significant improvement and have advantage the cage construction of prior art.For example, an advantage providing of these embodiment is that independent web rigidity and/or " crushing block " do not need to prevent the web unstability on this joist limit.Therefore, these embodiment of the present invention with adopt the web reinforcement to prevent that the existing system of the web unstability on joist limit from comparing can to produce lower material and labour cost.Another advantage of these embodiment is can obtain enough support structure and do not need " combination " part (for example, with back-to-back form the joist limit being set in existing cage construction shown in Figure 6), and this also can bring lower material and labour cost.And this embodiment is used for keeping the wall vertical alignment of all layers, makes easily load to be delivered to lower floor from the floor, top.Also can build higher building and not need main iron skeleton.Between column, do not need to install independent fire prevention/anti-smoke shutter yet.
Another advantage of the foregoing description is that the floor dividing plate can be directly connected in shearing wall " drag struts ".Avoided the labour intensive operation of additional joist piece that need be between joist in the situation of shearing wall usage platform skeleton.
Figure 20 illustrates Figure 18 and possible application embodiment illustrated in fig. 19.Specifically with reference to Figure 20, the floor (totally representing with 220) that is used for another layer can be with the fire-retardant plate 230 of the above-mentioned type of having bought from the market.As in Figure 20, seeing, this fire-retardant plate 230 can be mounted to make it stride across fully and extend through on the appropriate section of channel-section steel 204 and this joist limit 110 in conjunction with the respective point of this first joist 124 and second joist 124 '.This structure further provides intensity to wall system and fire-proof smoke-proof barrier completely is provided between each floor.
Then, the second layer (or other upper layer) wall 240 can be built the top of fire-retardant plate 210.This second (on) layer wall 240 can comprise, for example, following channel-section steel 250, it has the channel-section steel flange 254 of channel-section steel web 252 and two settings.The channel-section steel web 252 of this time channel-section steel 250 can be arranged with the securing member 256 of right quantity, appropriate size be connected in this fire-retardant plate 210 and last channel-section steel 204, and this securing member is a 10-16# screw for example.These second layer 240 walls can also comprise a plurality of vertically extending columns 260, each column has a column web 262 and a column flange 264, this column flange can be used, for example, such as the machanical fastener (not shown) of the screw of suitable size or welding etc., be connected in the channel-section steel flange 254 of the setting of this time channel-section steel 250.Suitable wall facing material such as gypsum cover plate 270 grades can be in a known way attached to the column flange 254 of vertically extending column 250, to form the wall surface that needs.In one embodiment, the gypsum slurry 290 that can buy from the market is coated on the fire-retardant plate.Also can be with other floor surface or floor covering.Equally, the gypsum plank 290 ' that can buy from the market can be connected in the lower flange 129 ' of this joist 124 '.In order further to support this gypsum plank 290 ', the Cross slat (not shown) that is used for lathing can be laterally connected in lower flange 129 ' along it, so that be that gypsum plank 290 ' forms additional fastening and stayed surface.In addition, Chang Gui heat-barrier material 291 ' can be installed between this joist 124 '.
As what in Figure 20, seen, in shearing the wall application, angle steel 280 can be connected in the lower flange 116 on this joist limit 110 with the layout (not shown) of right quantity, appropriate size securing member, and is connected in the flange 213 of the vertical pillars 210 of setting with right quantity, appropriate size fastener arrangement.For example, according to the essential design load that supports of concrete syndeton, this angle steel 280 can comprise that specification is 2 " * 2 " * 16, the continuous angle steel of 50ksi, with (1) 10-16# screw the center 6 " locate to be connected in the flange 116 on joist limit 110, and be connected in the column flange 213 of each column 210 with (1) 10-16# screw.Angle steel 280 can be used for from wall dividing plate transmitted load by joist/limit.
Though described this enforcement in conjunction with joist limit 110, this joist limit has the connection contact pin 120 on the limit web 112 that is formed on this joist limit, should be understood that the joist limit 170 about described the type of embodiment shown in Figure 19 and structure can be used for substituting this joist limit 110.Specifically with reference to Figure 21, C t joist limit 170 has limit web 172 and top flange 174 and following flange 176.First joist 124 is connected in web 172 by L shaped angle steel 180.This clamping angle steel 180 can be used, for example, and suitably big or small screw, bolt 182, or pass through welding etc., be connected in the web 172 on this joist limit 170 and the joist web 126 of first joist 124.In another embodiment, screw, rivet, bolt that is used for angle steel 180 is connected in the web 172 on joist limit 170 etc. also can be used for web 172 is connected in the flange of column 210.The last joist flange 128 of this first joist 124 can be used the suitable securing member such as screw, rivet, bolt, or by (not shown) such as welding, is connected in the top flange 174 on this joist limit 170.This system shown in Figure 21 and all the other details of member can also with above-described be used for Figure 20 shown in system and member the same.
Fire-retardant plate is poured into a mould employing as the paving, floor in the above described manner or prefabricated concrete floor is made sizable improvement as the existing floor system of earth construction.For example, adopt the concrete slab of cast, must before cast, prepare formwork.Necessary then fluid concrete carries out finishing then by hand and handles.If this floor is positioned on the floor of rising, must often use pump, so that transmission and concrete transmission is arrived desirable position.Finish extra work of this action need and time.And, to use prefabricated concrete slab to mean and will solve such problem, they often need to use reinforcing bar and grouting with in conjunction with adjacent plate, and this has increased finishes these needed time and work is installed.In addition, the fire-retardant plate of the above-mentioned type is lighter than the common weight of existing prefabricated concrete slab when handling and install, and volume is less.It is also understood that above-mentioned fire-retardant plated construction also is used for need not increasing independent fireproof component in cage construction at the dividing plate that forms effectively fire prevention and Smoke prevention between the floor.And fire-retardant plate reduces the overall weight on each independent floor, therefore can build higher building.This lightweight structure can also reduce with utilizing existing floor construction method provides enough supportings of common needs to support relevant cost.In addition, when adopting the fluid concrete floor, often need the skilled worker to carry out the floor cast.And various embodiment of the present invention, all construction personnel also can be used for installing flooring material.This is highly beneficial to simplifying the establishment planning process, and brings short construction time, less delay duration and lower construction cost.
Another kind of ground of the present invention board connecting structure is shown in Figure 22.This syndeton can be used for forming the internal support wall of single or multiple lift building.For example, this embodiment can be used for the described building of Figure 15 and can adopt the first joist limit 110 and the second joist limit 110 '.As what in Figure 22, seen, this joist limit 110 and joist limit 110 ' can be connected in 310 lower walls of representing and its can comprise channel-section steel 312 on the C shape of top described type and structure, and it has channel-section steel web 314 and two channel-section steel flanges 316 that extend downward vertically.Each has the above-mentioned type of column web 322 and the first column flange 324 and the second column flange 325 and a plurality of C shape columns of structure can extend between this time channel-section steel (not shown) and last channel-section steel 312.Each column 320 can by, for example, cold-rolling galvanization steel or other suitable metal manufacturings, load capacity that its specification must be born by this floor and load type are determined.The column flange 324 of each column 320 and 325 can be fixed in the flange 316 of channel-section steel 312 with securing member 321.In one embodiment, securing member 321 can comprise 10-16# screw etc.But, also can be with other securing member and fastening method.In this embodiment, the first limit web 112 on this first limit 110 can be with the right quantity and the suitable securing member 321 of size, and for example, the 10-16# screw is connected in the first column flange 324 of this column 320.But according to the characteristics of load, the limit can be not attached to each column.Equally, the second limit web 112 ' on this second limit 110 ' can be connected in the second column flange 325 of this column 320 with right quantity and suitably big or small securing member 321.This first limit 110 can be connected in column 320 makes this first joist 124 align substantially with this column 320, and the top flange 114 on this first joist limit 110 and the channel-section steel web 314 basic coplanes of last channel-section steel 312.The last joist flange 128 of this first joist 124 can be fixed in the top flange 114 on this first joist limit 110 in the above described manner.This second joist limit 110 ' can be connected in column 320 makes this second joist 124 ' align substantially with this column 320, and the top flange 114 ' on this second joist limit 110 ' and the channel-section steel web 314 basic coplanes of last channel-section steel 312.The last joist flange 128 ' of this second joist 124 ' can be fixed in the top flange 114 ' on this second joist limit 110 ' in the above described manner.
In order to form the paving, floor, the fire-retardant plate 330 of the above-mentioned type can be placed on as shown in the figure this joist 124,124 ' last joist flange 128,128 ' and the channel-section steel web 314 of last channel-section steel 312 on.The reader should be appreciated that fire-retardant plate 330 can be provided with like this so that stride across tie point between this joist limit 110 and the last channel-section steel 312 continuously, incessantly, makes and can not drop on this syndeton 300 in the seam between the bonding pad of fire-retardant plate 330.This fire-retardant plate 330 can be connected in the upper flange 114 on this joist limit 110 as shown in the figure with the securing member 332 of right quantity and appropriate configuration.During this securing member 332 can be included in the heart at interval 6 " the 10-16# screw.But, also can adopt other fastener constructions for fire-retardant plate 330 is fixed in this syndeton 300.
As in Figure 22, seeing, in shearing the wall application, corresponding angle steel 340 can be connected in each joist limit 110,110 ' lower flange 116,116 ' with the fastener arrangement (not shown) of right quantity, appropriate size, and is connected in the column flange 324 of the vertical pillars 320 of setting with the fastener arrangement of right quantity, appropriate size.For example, according to the essential design load that supports of this concrete syndeton, each can comprise that specification is 2 this angle steel 340 " * 2 " * 16, the continuous angle steel of 50ksi and use the flange 116 that is connected in joist limit 110 such as suitable securing members such as screw, rivet, bolt, welding, and use the column flange 324 that is connected in each column 320 such as suitable securing members such as screw, rivet, bolt, welding.In addition, such as the suitable wall facing material of gypsum cladding material 350 grades can be in a known way attached on the flange 324 of vertically extending column 320 on wall 310, to form desirable metope.In another embodiment, by California 91744, City of Industry, the commodity that the CEMCO of 163 CovinaLane makes Sure-Board by name TMCladding material in the application of shearing wall, can be attached to the flange 324 of vertically extending column 320, this shears the pushing force that wall requires the plane form that opposing forms by wind, earthquake etc.
Though described this enforcement in conjunction with joist limit 110, each has the connection contact pin 120 that is formed on its limit web 112 separately this joist limit, the first joist limit 170 and the second joist limit 170 ' that should be understood that the above-mentioned type and structure can be used for substituting this joist limit 110,110 ' effectively.Specifically with reference to Figure 23, each C shape first joist limit 170 has limit web 172 and top flange 174 and following flange 176.First joist 124 is connected in the limit web 172 on this first joist limit 170 by L shaped angle steel 180.This clamping angle steel 180 can be used, for example, and suitably big or small screw or bolt 182, or welding etc., be connected in the web 172 on this joist limit 170 and the joist web 126 of first joist 124.In another embodiment, web 172 can be connected in the column flange with clamping the securing member that angle steel 180 is connected in limit web 172.The last joist flange 128 of this first joist 124 can be fixed in the top flange 174 on this joist limit 170 with suitable securing member (not shown).Equally, each C shape second joist limit 170 ' has limit web 172 ' and top flange 174 ' and following flange 176 '.The L shaped angle steel 180 of these second joist, 124 usefulness is connected in the limit web 172 ' on this second joist limit 170 '.This L shaped angle steel 180 can be used, and for example, the suitably screw and the bolt of size, or welding etc. are connected in limit web 172 ' and this second joist, 124 ' joist web 126 on this second joist limit 170 '.This system shown in Figure 23 and all the other details of member can also be with system among above-described Figure 22 and member the same.
Figure 24 and 25 illustrates the extention that is connected to the second layer (or another upper strata) wall 360 of the ground board connecting structure 300 shown in 22 and 23.As what seen in the drawings, this second layer wall 360 can comprise, for example, following channel-section steel 370, it has the channel-section steel flange 374 of channel-section steel web 372 and two settings.The channel-section steel web 372 of this time channel-section steel 370 can be connected in the channel-section steel web 314 of this fire-retardant plate 330 and last channel-section steel 312 with the fastener arrangement 376 of right quantity, appropriate size.For example, securing member can comprise 10-16# screw or rivet, bolt etc.This second layer wall 360 can also comprise a plurality of vertically extending second columns 380, each column has a column web 382 and a column flange 384, this column flange can be used, for example, machanical fastener 375 such as the screw of suitable size, or welding etc., be connected in the channel-section steel flange 374 of the setting of this time channel-section steel 370.For example, securing member 375 can comprise 10-16# screw etc.Such as suitable wall facing material of gypsum cladding material 390 grades etc. can be in a known way attached to the flange 374 of vertically extending column 370, to form desirable metope.
Though described this enforcement in conjunction with joist limit 110 and 110 ', this joist limit has the connection contact pin 120 on the limit web that is formed on separately 112,112 ', but be understood that, the joist limit 170,170 ' of the above-mentioned type and structure can be used for substituting this joist limit 110,110 ' as shown in the figure effectively, perhaps can adopt the combination of joist limit 110 and 170 effectively.
Embodiment shown in Figure 18-25 compares with method with existing building unit has many tangible advantages.The tangible advantage of these embodiment is this method, wherein, gives wall from the loading transfer of floor panel assembly (joist).Pass to the wall column by the end reaction (from the load on this floor) that designs this joist by the joist limit, can obtain various obvious benefit.For example, be, do not need independent web reinforcement to prevent the local buckling on this joist limit by an advantage utilizing these embodiment to realize.Therefore, embodiments of the invention with adopt the web reinforcement to prevent that the existing system of web local buckling from comparing can to bring lower material and labour cost.Another advantage of these embodiment is can obtain enough support structure and do not need " combination " part (for example, that adopts in existing cage construction shown in Figure 6 is provided with the joist limit with back-to-back form), this also can bring lower material and labour cost.And, utilize 330 pairs of wall systems of fire-retardant plate further intensity to be provided and fire resisting shield completely is provided between the floor.In addition, be used for removing vertical load on the joist at the embodiment shown in Figure 22-25.That is to say that these embodiment do not bear the load of all accumulation on wall and the floor.These embodiment compare with existing systems can also improve horizontal connection performance, because the connection up and down between the wall is directly approaching mutually.If joist is between the platform skeleton, connect and load path owing to 8 " or 14 " logical groove complicate.An advantage that can also obtain from these embodiment needs joist is alignd with the wall column exactly.
Figure 26 and 27 illustrates the wall/ground board connecting structure 400 that is used for pantostrat.For example, this syndeton 400 can be used for Figure 16 and the foregoing description shown in Figure 17 one or more layers, make subsequently flooring structure 400 be fixed in the top of building wall 140.As described above, this building wall can comprise the vertically extending column 145 of a plurality of C shapes, and each column has column web 146 and pair of flanges 147, and this flange has from its lip that stretches out 149.This vertically extending column 145 can be used, for example, cold-rolling galvanization steel or other suitable metal manufacturings, its specification can be determined according to the size and the load type of the load of being born.
As seeing at Figure 26, the joist limit 110 of the above-mentioned type and structure can be connected in the column flange 147 of column 145, is used to connect a plurality of floor joists 124 of the above-mentioned type and structure.The limit web 112 on this joist limit 110 can be used, and for example, 10-16# screw, bolt, rivet, welding etc. are connected in the column flange 147 of column 145.This joist limit 110 has a plurality of connection contact pin 120 that are formed on the limit web 112, is used for the end 125 of the metal floor joist 124 of C shape fixed thereon.This connector 120 can stamp out from the limit web 112 on this joist limit 110, and can crooked 90 ° of angles with respect to this limit web 112.Such structure causes the distortion by the hole (not shown) of the limit web 112 on this joist limit 110.In order to provide added strength to web 112, can ribs 122 be set in every side in this hole, and this makes also this connection contact pin 120 play syndeton between this joist limit 110 and corresponding floor joists 124 around this hole.Each can have this floor joists 124 joist web 126, go up joist flange 128 and following joist flange 129, and can use, for example, cold-rolling galvanization steel or other suitable metal manufacturings, its specification can be determined according to magnitude of load that is born and load type.This connection contact pin 120 can be with any desired joist limit 110 that is disposed on, but, those skilled in the art will be appreciated that, with 8 ", 12 ", 16 ", 19.2 " with 24 " the interval this is set to be connected contact pin is favourable, this be in building trade usually acceptable be used for the interval scheme of column and joist.Therefore, connection contact pin 120 can be orientated to and make connected joist 124 align with corresponding column 145.The web 126 of floor joists 124 can be connected in suitable fixing means mutually should connect contact pin 120.For example, can be with the machanical fastener 130 such as 10-16# screw etc. of suitable size.But, can expect, can be used for joist 124 is fixed in this connection contact pin 120 such as other fixing means of welding.In addition, 124 last joist flange 128 of each floor joists can be used, and for example, suitably the securing member 130 such as 10-16# screw etc. of size is connected in the limit flange 114 on this joist limit 110.This joist limit 110 can be used for load is passed to wall from this joist with being connected of wall 200 by using securing member 130 grades.
This joist limit 110 can be connected in the column flange 147 of this column 145, make the top flange 114 and the end 149 of column 145 and the basic coplane of upper flange of this joist 124 on this joist limit 110, to form cage construction, be used to admit the floor paving material with the 402 basic coplanes of representing.In one embodiment, this floor paving material 404 can comprise the flame-proof sheet material material of the above-mentioned type.This floor paving material 404 can be with the right quantity and the suitable securing member 406 of orientation, and for example 10-16# screw etc. is connected in joist.
Though described this enforcement in conjunction with joist limit 110, this joist limit has the connection contact pin 120 that is formed on this limit web 112, the joist limit 170 that should be appreciated that the above-mentioned type and structure can be used for substituting joist limit 110 effectively, perhaps uses the combination of joist limit 110 and 170.Specifically with reference to Figure 27, C t joist limit 170 has limit web 172 and top flange 174 and following flange 176.Joist 124 is connected in the web 172 on joist limit 170 by L shaped clamping angle steel 180.This clamping angle steel 180 can be used, for example, and suitably big or small screw or bolt 182, or welding etc., be connected in the web 172 on this joist limit 170 and the joist web 126 of this joist 124.In another embodiment, can be with clamping the same securing member that angle steel 180 is connected in web 172, web 172 can be connected in the flange of column.Also have, the last joist flange 128 of this joist 124 can be used such as, the suitable securing member of 10-16# screw etc. for example, is fixed in the top flange 174 on this joist limit 170.This system shown in Figure 27 and all the other details of member can also with above-described be used for Figure 26 shown in system and member the same.
Figure 28 illustrates another multi-layer floor of the present invention/wall syndeton 500.This syndeton 500 for example, can be used for tier building shown in Figure 15.As what seen in Figure 28, lower walls 510 is alignd with top wall 530.Lower walls 510 can comprise a plurality of vertically extending columns 512.Each column has column web 514 and pair of flanges 516.The upper end of this column is received on the C shape in the channel-section steel 518, and channel-section steel 518 has web 520 and pair of flanges 522 on this.This flange 516 can be connected in the flange 522 of channel-section steel 518 with the suitable securing member 524 of right quantity appropriate configuration.Can also see that in Figure 28 the floor joists 124 of the above-mentioned type and structure can be connected in the flange 516 of this column 512 as shown in the figure.Each can have joist flange 128 and following joist flange 129 on the joist web 126 floor joists 124.This joist 124 can be connected in the flange 516 of this column 512 with the securing member 524 of suitable size.For example, securing member 524 can comprise 10-16# screw etc., and joist 124 can use, for example, 516 two 10-16# screws of each flange, four 10-16# screws of each side post (not shown) are connected in column 512.But, can expect that other fixed structure can be used for joist 124 is fixed in lower walls 510.As seeing at Figure 28, this joist 124 can be connected in lower walls 510, makes the last leg 128 of this joist go up the basic coplane of web of channel-section steel with this, to such an extent as to paving, floor 550 can be received on it.In one embodiment, this paving, floor 550 can comprise the fire-retardant plate of the above-mentioned type.
This top wall 530 can be installed on this paving, floor 550 and comprise channel-section steel 532 under the C shape, and it has web 534 and pair of flanges 536.Lower ends of these a plurality of columns 538 that vertically extend are received in this time channel-section steel 532, and the flange 540 of this column by, for example, securing member 552 is connected in the flange 536 of this time channel-section steel 532.This securing member 552 can comprise 10-16# screw etc.But, can use other securing members and fastening method.This time channel-section steel can be connected in the paving, floor with securing member 535.This securing member 535 can comprise, for example, extends through channel-section steel web 534, this paving, floor 550 of this time channel-section steel 532 and should go up the 10-16# screw etc. of the web 520 of channel-section steel 518.Those skilled in the art should be understood that fire-retardant plate be used in prevent effectively between the wall column fire and cigarette from one deck lead to another layer.
Figure 29 illustrates multilayer wall of the present invention/ground board connecting structure 600 another embodiment.For example, this syndeton can be used for the part of tier building shown in Figure 15.As what seen in Figure 29, lower walls 610 is alignd with top wall 630.Lower walls 610 can comprise a plurality of vertically extending columns 612.Each column has column web 614 and pair of flanges 616.The upper end of this column 612 can be received on the C shape in the channel-section steel 618, and channel-section steel 618 has web 620 and pair of flanges 622 on this.This flange 616 can be connected in the channel-section steel flange 622 of channel-section steel 618 with right quantity, the suitable suitable securing member of arranging 624.Can also see that in Figure 29 the joist limit 110 of the above-mentioned type and structure can be connected in the column flange 616 of this column 612 as shown in the figure.Each can have limit web 112 and upper flange 114 and lower flange 116 joist limit 110.This joist limit 110 can be with the securing member 624 of suitable size or with other fixing means, as is welded to connect the column flange 616 in this column 612.Securing member 624 can comprise 10-16# screw, rivet or bolt.Joist limit 110 can be with for example screw, rivet, bolt, be welded to connect in column 612.But, can expect, can adopt other securing member that lower walls 610 is fixed on joist limit 110.As seeing at Figure 29, this joist limit 110 can be connected in lower walls 610, makes the upper flange 114 of this joist go up the web 620 basic coplanes of channel-section steel 618 with this.In addition, a plurality of joists 124 of the above-mentioned type and structure can be connected in the connection contact pin 120 on this joist limit 110 in the above described manner, make paving, floor 650 can be received on it as shown in the figure.In one embodiment, this paving, floor can comprise the fire-retardant plate of the above-mentioned type.
This top wall 630 can be installed on this paving, floor 650 and comprise channel-section steel 632 under the C shape, and this time channel-section steel 632 has web 634 and a pair of channel-section steel flange 636.The lower end of these a plurality of vertically extending columns 638 is received in down in the channel-section steel 632 and the column flange 640 of this column 638 passes through, and for example, securing member 652 is connected in the channel-section steel flange 636 of this time channel-section steel 632.This securing member 652 comprises 10-16# screw etc.This time channel-section steel 638 can be connected in paving, floor 650 and last channel-section steel 618 with securing member 654.This securing member 654 can comprise, for example, extends through the 10-16# screw etc. of channel-section steel web 620 of channel-section steel web 634, paving, floor 650 and the last channel-section steel 618 of this time channel-section steel 632.One skilled in the art will appreciate that fire-retardant floor slab is used for forming effectively fire prevention and Smoke prevention dividing plate between top wall 630 and lower walls 610.
Figure 30 illustrates another multi-layer floor of the present invention/wall syndeton 700.Figure 15 illustrates an example, and wherein this structure 700 can be used in the part of tier building.As seen in Fig., lower walls 710 is alignd with top wall 730.Lower walls 710 can comprise a plurality of vertically extending columns 712, and each column has a column web 714 and a column flange 716.The upper end of this column 712 can be received on the C shape in the channel-section steel 718, and channel-section steel 718 has web 720 and a pair of channel-section steel flange 722 on this.This flange 716 can be connected in the channel-section steel flange 722 of channel-section steel 718 on this with right quantity, the suitable suitable securing member of arranging 724.In one embodiment, securing member 724 can comprise 10-16# screw etc.Can also see that in Figure 30 the joist limit 170 of the above-mentioned type and structure can be connected in the column flange 716 of this column 712 as shown in the figure.Each can have limit web 172 and top flange 174 and following flange 176 this joist limit 170.This joist limit 170 can be connected in the column flange 716 of this column 712 with the securing member 724 of suitable size.For example, securing member 724 can comprise 10-16# screw etc., and this joist limit 170 can use, and for example the 10-16# screw of right quantity is connected in column 712 and side post.But, can expect, can adopt other fastener constructions that lower walls 710 is fixed on joist limit 170.As seeing at Figure 30, this joist limit 170 can be connected in lower walls 710, makes the top flange 174 on this joist limit 170 go up the web 720 basic coplanes of channel-section steel 718 with this.In addition, a plurality of joists 124 of the above-mentioned type and structure can be connected in this joist limit 170 with the L shaped clamping angle steel 180 of type and structure as shown in figure 31.Clamping angle steel 180 can be with No. 16 steel, or the steel with other models of the different length of sides is made, for example 2 " * 2 ", 4 " * 4 ", 2 " * 4 " etc., and these angle steel have a plurality of through holes 181, are used to admit the securing member of right quantity to fix the web 126 of corresponding joist 124 and the web 172 on this joist limit 176 by this through hole will clamp angle steel.In one embodiment, securing member 182 can comprise, for example, and the 10-16# screw.But, also can adopt other securing members and fixing means.Seen at Figure 30, paving, floor 750 is received on the upper flange 128 of the upper flange 174 on web 720, joist limit 170 of channel-section steel 718 and joist 124.In one embodiment, this paving, floor can comprise the fire-retardant plate of the above-mentioned type.
This top wall 730 can be installed on this paving, floor 750 and comprise channel-section steel 732 under the C shape, and this time channel-section steel 732 has channel-section steel web 734 and a pair of channel-section steel flange 736.The lower end of these a plurality of vertically extending columns 738 is received in down in the channel-section steel 732 and the column flange 740 of this column 738 passes through, and for example, securing member 752 is connected in the channel-section steel flange 736 of this time channel-section steel 732.This securing member 752 can comprise 10-16# screw etc. and other securing members or fixed structure.This time channel-section steel 738 can be connected in paving, floor 750 with securing member 754.This securing member 754 can comprise, for example, extends through the 10-16# screw etc. of channel-section steel web 720 of channel-section steel web 734, paving, floor 750 and the last channel-section steel 718 of this time channel-section steel 732.Those of ordinary skill in the art will be understood that fire-retardant floor slab 750 is used for forming effectively fire prevention and Smoke prevention dividing plate between top wall 730 and lower walls 710.
Figure 32 and Figure 33 illustrate combination joist uniqueness of the present invention and novelty and wall end plate (header) 800, are used to connect ground of the present invention board connecting structure.As finding in the drawings, joist limit/end plate 800 can have the first end plate flange 804 and the second end plate flange 806 that the relation of opening with relative spacing is overhung at end plate web 802.This joist limit/end plate 800 can for example be used, cold-rolling galvanization steel or other suitable metal manufacturings, and its specification can be determined according to load capacity and load type that this floor must be supported.This first end plate flange 804 can have a plurality of first integrally formed connection contact pin 810 and be used for the C shape first metal floor joist 124 fixed thereon.This first connection contact pin 810 stamps out on the first end plate flange 804 of this joist limit/end plate 800 with the first predetermined interval and can be with respect to these first end plate flange, 804 crooked first predetermined angular.In one embodiment, this first predetermined space can be, for example, 8 ", 12 ", 16 ", 19.2 " or 24 " the interval, and this first predetermined angular is 90 °.This structure also can cause forming first opening 811 by the first end plate flange 804 of this joist limit/end plate 800.This first floor joists 124 can be connected in corresponding first with suitable fixing means and connect contact pin 810.For example, can be with the machanical fastener 815 such as 10-16# screw etc. of right quantity and appropriate configuration.But can expect, use such as welding and other fixing meanss of bolt first floor joists 124 to be connected in this and first to be connected contact pin 810.Joist limit/end plate 800 can also have following flange 803, shown in Figure 32 and 33.
In this embodiment, the first end plate flange 804 of this joist limit/end plate 800 can be connected in the column 830 of supporting wall 820.A plurality of columns 830 can be constructed and comprise to this supporting wall 820 as described above, and the top 831 of each column is connected in the first end plate flange 804 and the second end plate flange 806 of this joist limit/end plate 800.Therefore this joist limit/end plate 800 also plays the end plate of this wall 820.Each can have column web 832 and a pair of column flange 834 that stretches out from this web 832 this column 830.Column web 804 and 806 can be connected in the column flange 834 of this column 830 with securing member 835, and this securing member 835 can comprise, for example, and 10-16# screw etc.But can adopt other fixed structures and method.As in Figure 32 finding, column 830 can be connected in this joist limit/end plate 800, makes this column 830 align with first floor joists 124.In order to install, floor paving material 840 can be connected in the upper head plate flange 802 of this joist limit/end plate 800 and the joist flange 128 of this first floor joists 124.Floor paving material 840 can comprise, for example, and flame-proof sheet material material recited above, and the securing member 842 of right quantity is connected in upper flange 802 and last joist flange 128 again.Securing member 842 can comprise, for example, and 10-16# screw etc.But can be with other securing members and fixing means.
Figure 32 A illustrates the application on another kind of joist limit 800 ', when this joist limit when its end is seen is Z-shaped.This joist limit 800 ' has web 804 ', lower flange 803 ' and upper flange 802 '.As seen in Fig., upper flange 802 ' is shorter than flange shown in Figure 32 802.But this joist limit 800 ' is used with top the same manner of describing in detail with reference to the application on joist limit 800 except not having flange portion 806.
Figure 33 A illustrates another embodiment of the joist/limit tip plate configurations 2800 of the present invention's combination.In this embodiment, adopt U-shaped end plate 2802.This U-shaped end plate 2802 can have the relation of opening with relative spacing and be overhung at the end plate web 2,803 first end plate flanges 2804 and the second end plate flange 2806, and can for example use, cold-rolling galvanization steel or other suitable metal manufacturings, its specification can be determined according to load capacity and load type that this floor must be supported.This first end plate flange 2804 also can have the lower flange 2805 that is formed on its lower end, if desired.This U-shaped end plate 2802 can be used as the headboard channel-section steel, is used to support the wall 2810 that is made of a plurality of vertically extending columns 2820, and the top of each column 2820 is 2822.Each column 2820 can also have web 2824, the first column flange 2826 and the second column flange 2828.This U-shaped end plate can be placed on the top 2822 of this column 2820, and with suitable securing member 2830, the first column flange 2826 that this first end plate flange can be connected in, this second end plate flange 2804 can be connected in the second column flange 2828.For example this securing member 2830 can comprise 10-16# screw etc.But also can be with other securing members and fixing means.
This lower flange 2805 can be used as stayed surface, is used to support the end of the joist 124 of the first end plate flange 2804 that is directly connected in this U-shaped end plate 2802.This joist 124 can be connected in the first end plate flange 2804 with independent L shaped folder 2810, with this joist 124 with desirable fixed interval in this first end plate flange 2804.This clip 2810 can be connected in the web 126 of this first end plate flange 2804 and corresponding joist 124 with suitable fastener constructions 2812.This securing member 2812 for example can comprise 10-16 screw etc., still, other securing members and fixing means, for example welding etc. also can be used for this L shaped clip 2810 is fixed in the web 126 of this first end plate flange 2804 and corresponding joist 124.Floor paving material 2840 can be connected in the last joist flange 128 of end plate web 2803 and this joist 124 with above-described mode.This floor paving material 2840 can comprise, for example, above the flame-proof sheet material material of described type and structure.But, can expect, also can use the paving material of other types, for example, veneer, concrete etc.
Figure 34 and Figure 35 illustrate the joist limit/end plate 850 of the novelty of another uniqueness of the present invention, are used to connect ground of the present invention board connecting structure.As seen in Fig., this joist limit/end plate 850 can have the first end plate flange 854 and the second end plate flange 856 that is overhung at end plate web 852 with spaced apart relation relatively.This joist limit/end plate 850 can for example be used, cold-rolling galvanization steel or other suitable metal manufacturings, and its specification can be determined according to load capacity and load type that this floor must be supported.This first end plate flange 854 can have a plurality of first integrally formed connection contact pin 860, is used for C shape first floor joists 124 fixed thereon.Equally, this second end plate flange 856 can have a plurality of second integrally formed connection contact pin 860, is used for the end 125 ' of C shape second floor joists 124 ' fixed thereon.This first connection contact pin 860 can stamp out on the first end plate flange 854 of this joist limit/end plate 850, and this second connects contact pin 860 and can stamp out on the second end plate flange 856 of this joist limit/end plate 850, makes first connecting second on contact pin 860 and the second end plate flange 856 and be connected contact pin 860 and align substantially on the first end plate flange 854.This first connect contact pin 860 can be with respect to these first end plate flange, 854 crooked first predetermined angulars, and this second connect contact pin 860 ' can be with respect to these second end plate flange, 856 crooked second predetermined angulars.In one embodiment, each first predetermined angular and each second predetermined angular are 90 °.This structure also can cause forming second opening 861 ' by first opening 861 of the first end plate flange 854 of this joist limit/end plate 850 and the second end plate flange 856 by this joist limit/end plate 850.First lower flange 855 can stretch out from the first end plate flange 854, and second lower flange 857 can stretch out from the second end plate flange 856.This lower flange 855 and 857 can provide support face, is used for support floor joists 124 and 124 ' during installation.
This first floor joists 124 and second floor joists 124 ' can have above-mentioned type and structure.This first connect contact pin 860 can be in this first end plate flange 854 with the first predetermined space setting, and this second connect contact pin 860 can be in this second end plate flange 856 with the second predetermined space setting.This first predetermined space and second predetermined space can be 8 ", 12 ", 16 ", 19.2 " or 24 " the interval.In one embodiment, this first predetermined space is the same with this second predetermined space and second joist 124 ' aligns mutually and can align with column 880, and this will be discussed in more detail below.The web 126 of this first joist 124 can be connected in first with suitable fixing means and connect contact pin 860.For example, can use the machanical fastener 865 of 10-16# screw such as right quantity and appropriate configuration etc.But, can expect, use fixing means that this first joist 124 is fixed in this first connection contact pin 860 such as welding.Equally, the web 126 ' of this second backing plate joist 124 ' can be connected in this second connection contact pin 860 ' with suitable fixing means.For example, can use the machanical fastener 865 of 10-16# screw such as right quantity and appropriate configuration etc.But, can expect, use fixing means that this second joist 124 ' is fixed in this first connection contact pin 860 ' such as welding.
In this embodiment, the end plate flange 854 of this joist limit/end plate 850 and 856 can be connected in the column 880 of supporting wall 870.A plurality of columns 880 can be constructed and comprise to this supporting wall 870 as described above, and each column is connected in the end plate flange 854 and 856 of this joist limit/end plate 850.Therefore, this joist limit/end plate 850 also plays the end plate of this wall 870.Each can have column web 882 and a pair of column flange 884 that stretches out from this web 882 this column 880.This end plate flange 854 and 856 can be connected in the column flange 884 of this column 880 with securing member 885, and this securing member 885 can comprise, for example, and 10-16# screw etc.But can adopt other fixed structures and method.As in Figure 34 finding, column 880 can be connected in this joist limit/end plate 850, makes this column 880 align with first floor joists 124,124 '.In order to finish installation, floor paving material 890 can be connected in the upper head plate flange 852 of epiplastron 852 and this joist limit/end plate 850 and this first floor joists 124,124 ' joist flange 128,128 '.Floor paving material 890 can comprise, for example, and flame-proof sheet material material recited above, and be connected in top web 852 and last joist flange 128,128 ' by the securing member 892 of right quantity.Securing member 892 can comprise, for example, and 10-16# screw etc.But can be with other securing members and fixing means.
Figure 35 A illustrates another embodiment of joist limit/tip plate configurations 2850 of the present invention.In this embodiment, adopt the end plate 2850 of U-shaped substantially.This U-shaped end plate 2850 can have the relation of opening with relative spacing and be overhung at the end plate web 2,852 first end plate flanges 2854 and the second end plate flange 2856, and can for example use, cold-rolling galvanization steel or other suitable metal manufacturings, its specification can be determined according to load capacity and load type that this floor must be supported.This first end plate web 2854 also can have the lower flange 2855 that is formed on its lower end, if desired.Equally, this second end plate web 2856 also can have second lower flange 2857 that is formed on its lower end, this U-shaped end plate 2852 can be used as the headboard channel-section steel, is used for the supporting wall 2870 that is made of a plurality of vertically extending columns 2880, and the top of each column 2880 is 2881.Each column 2880 can also have web 2882, the first column flanges 2884 and the second column flange 2885.This U-shaped end plate can be placed on the top 2881 of this column 2880, and with suitable securing member 2887, the first column flange 2884 that this first end plate flange 2854 can be connected in, this second end plate flange 2856 can be connected in the second column flange 2885.For example, this securing member 2887 can comprise 10-16# screw etc.But also can be with other securing members and fixing means.
This lower flange 2855 can be used as stayed surface, be used to support the end of the joist 124 of the first end plate flange 2854 that is directly connected in this U-shaped end plate 2850, and this second lower flange 2857 can be used as stayed surface, is used to support the end of a series of second joists 124 ' of the second end plate flange 2854 that is directly connected in this U-shaped end plate 2850.These a series of first joists 124 can be connected in the first end plate flange 2854 with independent L shaped folder 2890, with this first joist 124 with desirable fixed interval in this first end plate flange 2854.This clip 2890 can be connected in the web 126 of this first end plate flange 2854 and corresponding first joist 124 with suitable fastener constructions 2892.For example, this securing member 2892 can comprise 10-16 screw etc.But,, also can be used for this L shaped clip 2890 is fixed in the web 126 of this first end plate flange 2854 and corresponding first joist 124 such as other securing members and the fixing means of welding etc.Equally, these a series of second joists 124 ' can be connected in the second end plate flange 2856 with independent L shaped folder 2890 ', with with this second joist 124 ' with desirable fixed interval in this second end plate flange 2856, make this first joist 124 align substantially with this second joist 124 ' and column 2880.This clip 2890 ' can be connected in the web 126 ' of this second end plate flange 2856 and corresponding second joist 124 ' with suitable fastener constructions 2892.For example, this securing member 2892 can comprise 10-16 screw etc.But, persons of ordinary skill in the art may appreciate that other securing members and fixing means such as welding etc., also can be used for this L shaped clip 2890 ' is fixed in the web 126 ' of this second end plate flange 2856 and corresponding second joist 124 '.
Floor paving material 2895 can be connected in end plate web 2852 and this joist 124,124 ' last joist flange 128,128 ' with above-described mode.This floor paving material 2895 can comprise, for example, above the flame-proof sheet material material of described type and structure.But, can expect, also can use the paving material of other types, for example, veneer, concrete etc.
Figure 36 and Figure 37 illustrate another kind of tip plate configurations 1200 of the present invention, can be used as, for example, be arranged in the end plate of multistory building gateway or window opening 1202, and have exceeded the design as the limit channel-section steel of end plate as shown in Figure 15.Seen in Figure 36 and 37, this embodiment comprises the joist limit 110 of the above-mentioned type and structure, and it can be connected in and be positioned at this opening 1202 side walls post/center pillars 1210.This side post/center pillar 1210 can be made by two interconnected pillars 1220 and 1240.First pillar 1220 can comprise first column 1222 and second column 1230, two column lips 1236 that first column 1222 has column web 1224, two column flanges 1226 and has column web 1232, two column flanges 1234 and stretch out from this flange 1234 from column lip 1228, the second columns 1230 that this flange 1226 stretches out.It is that their column lips 1228 and 1236 separately weld together to form first pillar 1220 in a known manner near column flange 1226 and 1234 then mutually that this first column 1222 and second column 1230 can be arranged to.
Second pillar 1240 can comprise the 3rd post 1242 and the 4th column 1250, two column lips 1256 that the 3rd column 1242 has column web 1244, two column flanges 1246 and has column web 1252, two column flanges 1254 and stretch out from this flange 1254 from column lip 1248, the four columns 1250 that this flange 1246 stretches out.The web 1244 of the 3rd column 1242 is orientated in the face of web 1232 and logical right quantities and the securing member 1243 that suitably is orientated are connected with web 1232, and securing member for example can comprise 10-16# screw etc.But those of ordinary skill in the art should be appreciated that the 3rd column 1242 and the 4th column 1250 can use other suitable manner, and for example welding etc. interconnects.The 4th column can be arranged so that the column lip 1248 of this column lip 1256 and the 3rd column 1242 is in the face of contacting, so that they mutually near and column flange 1246 and 1254 can weld together in a known manner, form to shear wall pillar 1210.
Seen in Figure 36 and 37, the joist limit 110 of the above-mentioned type and structure can be connected in side post/center pillar 1210 with the securing member 1260 of right quantity and structure.Figure 36 only illustrates an end on this joist limit 110 that is connected in corresponding side post/center pillar 1210, and the other end on this joist limit 110 also can be connected in side post/center pillar 1210.Tip plate configurations 1200 of the present invention also is suitable for non-shearing wall.Therefore in these embodiments, joist limit 110 can be connected in conventional centre-pillar structure.
In one embodiment, securing member 1260 can comprise, for example, and 10-16# screw etc.But can side post/center pillar 1210 be fixed on this joist limit 110 with other securing members and fixing means.In one embodiment, transverse beam assembly 1270 can be connected in 110 the limit web 112 on this joist limit as shown.This transverse beam assembly 1270 can comprise, for example, and first crossbeam 1280, the lip 1286 that it has web 1282, two flanges 1284 and stretches out from each joist flange 1284.In addition, first transverse beam assembly 1270 can comprise second constant 1290.The lip 1296 that it has web 1292, two flanges 1294 and stretches out from each column flange 1294.The web 1282 of first crossbeam 1280 can be connected in the limit web 112 on this joist limit 110 with the securing member 1283 of right quantity appropriate configuration.In one embodiment, securing member 1283 can comprise for example 10-16# screw etc.But, can be with other securing members and fixing means.This second crossbeam 1290 can be orientated to the 1286 one-tenth relations faced of lip of lip 1296 with first crossbeam 1280 of this second crossbeam 1290 of making.The flange 1294 of second crossbeam 1290 can be welded in the flange 1284 of first crossbeam 1280 in a known manner.
Still in this embodiment, transverse beam assembly can comprise the 3rd crossbeam 1300, the lip 1306 that it has web 1302, two flanges 1304 and stretches out from each flange 1304.The web 1302 of the 3rd crossbeam 1300 and the web 1292 of second crossbeam 1290 can be placed to the relation of facing, and can equal its connection with screw.But also can adopt other securing members and fixing means.As seen in Figure 37, can be with prop clip 1310 through suitable securing member 1312 set, the web 1282 of first crossbeam is connected in side post/center pillar 1210.In one embodiment, prop clip 1312 can comprise that for example, specification is 1-1/2 " * 1-1/2 " * 16, the clip of the steel of 50kis, its length is 7 ", each flange is with 7 10-16# screws.But those skilled in the art will appreciate that prop clip 1312 can not depart from the scope of the present invention with the different material manufacturing two with different-thickness and size.Be to be further appreciated that, can transverse beam assembly 1270 be fixed in other securing members and fixing means and shear the wall pillar.
Still in this embodiment, the floor joists 124 of the above-mentioned type and structure can be connected contact pin 120 with what aforesaid way was connected in this joist limit 110.Floor paving material 1340 can be connected in the upper flange and the transverse beam assembly 1270 on this joist limit 110 with the securing member 1342 of the above-mentioned type box structure.For example, securing member 1342 can comprise 10-16# screw etc.Floor paving material 1340 also can comprise the flame-proof sheet material material of the above-mentioned type.
As mentioned above, when adopting the joist limit as metope, the member in door or window end can be an overall height,, thereby does not need the shoulder column that is.Traditionally, the shoulder column is not an overall height, means that they are configured at this below end plate.The shoulder column is usually designed to and only transmits axial load, and is not designed to transmit the axial and transverse load of combination.But above-mentioned various embodiment allow these parts to be designed to transmit wind and axial load and the support (being side post or center pillar) that do not need in the end of opening to add.
Other features of the present invention provide the method for the novelty of the uniqueness of building wall.Concrete with reference to figure 38-42.These illustrate the panelling wall assembly 1400 that can be used for building part shown in Figure 15.Wall assembly 1400 can comprise with the second end plate panelling part, the 1450 interconnective first panelling parts 1410 and with the second end plate panelling part, 1430 interconnective the 3rd panelling parts 1480.
Also as in Figure 39 and 40 findings, this first panelling part 1400 can comprise C shape channel-section steel 1412 and following C shape channel-section steel 1420.Should go up C shape channel-section steel 1412 can be type and the structure same with above-mentioned channel-section steel up and down with following C shape channel-section steel 1420.For example, channel-section steel 1412 can have web 1414 and two flanges 1416 on this.Same this time channel-section steel 1420 also has web 1422 and two flanges 1424.This first wall panelling part 1410 also can comprise first column 1430 of a plurality of the above-mentioned types and structure.Each has channel-section steel web 1432, pair of flanges 1434 and two lips 1436 column 1340.The flange 1434 of this first column can be connected in the flange 1416 of channel-section steel 1412 on this and the flange 1424 of following channel-section steel 1420 with above-mentioned suitable securing member 1438.For example the flange 1434 of this first column 1430 can be connected in flange 1416 and 1424 with 10-16# screw etc.Should be appreciated that and with other means first column to be connected in channel-section steel 1412 and following channel-section steel 1420 such as welding etc.
As Figure 40 and 40A finding, each can constitute the horizontal end pillar of this first panelling 1,410 1411 with a pair of first column 1430.For example, pillar 1430 can be arranged so that 1436 one-tenths of the lips of its channel-section steel web 1432 and other columns 1430 that constitute this horizontal end pillar 1411 are in the face of concerning.Two columns 1430 can be used then, for example, by with its flange 1434 welding separately, and link together.Still in this embodiment, each first column 1430 can have at the one or more opening (not shown) by its web 1432 well known in the art.Opening on column 1530 should align substantially, so that supporting member 1440 can extend through to engage and to support each channel-section steel web 1432.Support component 1440 can comprise that an above-mentioned liner supports.But also can adopt other cross binding.
Seen in Figure 39 and 41, second panelling part can comprise C shape channel-section steel 1452 and following C shape channel-section steel 1470.Should go up channel-section steel 1452 and can have the type and the structure of above-mentioned channel-section steel up and down with following channel-section steel 1470.For example, last channel-section steel 1452 can have web 1454 and two flanges 1456.Equally, this time channel-section steel 1470 can have web 1472 and two flanges 1474.This second wall panel component 1450 also can comprise second column 1460 of a plurality of the above-mentioned types and structure.Each can have column web 1462, pair of flanges 1464 and two lips 1466 column 1460.The flange 1464 of this second column 1460 can be connected in the flange 1456 of channel-section steel 1452 on this and the channel-section steel flange 1474 of this time channel-section steel 1470 with above-mentioned securing member 1478.For example, the flange 1464 of this second column 1460 can be connected in flange 1456 and 1474 with 10-16# screw etc.But should be appreciated that and with other means this second column 1460 to be connected in this on channel-section steel 1452 and this time channel-section steel 1470 such as welding etc.
Seen in Figure 39 and 42, the 3rd panel component 1480 can comprise C shape channel-section steel 1482 and following C shape channel-section steel 1500.Should go up channel-section steel 1482 and can have the type and the structure of above-mentioned channel-section steel up and down with following channel-section steel 1500.For example, channel-section steel 1482 can have web 1484 and two flanges 1486 on this.Equally, this time channel-section steel 1500 can have web 1502 and two flanges 1504.The 3rd wall panel component 1480 also can comprise the 3rd column 1490 of a plurality of the above-mentioned types and structure.Each column 1490 has column web 1492, pair of flanges 1494 and two lips 1496.The flange 1494 of the 3rd column 1490 can be connected in the flange 1486 of channel-section steel 1482 on this and the flange 1504 of this time channel-section steel 1500 with aforesaid suitable fasteners 1508.For example, the flange 1494 of the 3rd column 1490 can be connected in flange 1486 and 1504 with 10-16# screw etc.But should be appreciated that and with other means the 3rd column 1460 to be connected in this on channel-section steel 1482 and this time channel-section steel 1500 such as welding etc.
Seen in Figure 39 and 42, the column 190 in the core of the 3rd panelling part 1480 can be with back-to-back form setting to form centre strut 1499.The 3rd column 1490 that comprises each centre strut 1499 can be used, and for example, backs such as screw, welding connect.Still in this embodiment, cabinet's the 3rd column 1430 can have one or more opening (not shown) by its web, and this is known in this area.Opening in this column should align substantially, so that supporting member 1440 extends through, to engage and to support each web.In order to finish this wall panel component, the screw of this first wall panelling part and the available routine of the 3rd wall panelling part, welding etc. are connected in this second wall panelling part.As seen in Figure 38, this first wall panelling part, second wall panelling part and the 3rd wall panelling partly constitute the wall panelling that for example has as the opening on doorway.
The method of the novelty of the uniqueness of this construction wall panelling is compared in prior art has many advantages.For example, this embodiment of the present invention has increased the number of panels that can transport on a truck.In one embodiment, all panelling solid panelling/assembly basically.When the opening as window needed " ptac " (air-conditioning/heater below window), its advantage was a conveniently moving.If use ptac, whole window can be assembled a door opening.
The use of this embodiment of the present invention also can reduce potential foozle.When connecting this head (head) and static channel-section steel, can carry out quality control with existing method.Figure 43-45 illustrates the variety of issue that often is subjected to when utilizing the method for having now.Figure 43 illustrates a kind of structure, and wherein this head or static channel-section steel 6000 and metope 6002 be not in a plane (the inside of wall or outside).Figure 44 illustrates a kind of structure, and wherein, this end plate or static channel-section steel 6000 have been mounted to an oblique angle with respect to this metope 6002.Figure 45 illustrates a kind of structure, and wherein this end plate or this static channel-section steel 6000 are mounted between this channel-section steel 6000 and this weak point column 6006 and produce the gap, and this short column is installed after this channel-section steel 6000.Setter is found error usually in this insert assembly.The cost of repairing these errors is very high.After externally packing has been connected in this wall,, find that error will make rehabilitation cost increase greatly if the basic means of perhaps inlaying is when welding.
Figure 46 also illustrates one embodiment of the present of invention, is the effective means that addresses these problems.As seen in Fig., the infill panel as panelling (7000,7002,7004,7006,7008,7019,7012) manufactures single panelling.The manufacturing of panelling is to be difficult for producing above-mentioned error.In case it is correct that setter is determined the size of various parts, single panelling forms and makes that it is foursquare and this member column is installed into top and bottom channel-section steel tightly.
These walls with the window that has air-conditioning at door or below window opening need strengthening part usually when transportation.At this moment because when the panelling back of the body loaded or unloads, the intensity of bottom channel-section steel may be not enough to prevent its bending or twisting.Panelling may uneven make installation more thorny when not having crane.In the past, common actual practice is to install second for the bottom channel-section steel with nested mode to strengthen channel-section steel.After this panelling had been installed, setter must unload this reinforcement channel-section steel then.In order to unload this channel-section steel, cut this channel-section steel at each sidewall with grinding machine usually.Therefore, existing method needs extra material and work in order to install.The present invention solves this problem by the reinforcement channel-section steel of this annex of cancellation installation and removal.
Another advantage of this embodiment of the present invention is that the transition position on the floor does not need the member that adds.At this moment because a wall directly is connected another coping.The floor transition region also can cause further trouble when the joist back of the body prevents at this coping.
When the fire-protection rating of needs outside, common in the past way is to make the floor joists that extra work exposes with adjustment in these places.In many cases, need be installed in scope place, floor with extra band, this needs the extra time, equipment and to the attention of safety.In the past, other solution ripple expand to allow coating is extended to (for example 10 inches) below this bottom channel-section steel, and this makes coating be easy to produce disadvantageous danger.This embodiment of the present invention has solved this problem.
Above-mentioned various embodiment of the present invention provide favourable means to make load transmit two from the floor to the floor does not need extra material and work.In addition, these embodiment also provide advantage to other industry.For example, owing to reduced the quality of needed member traditionally, pipeliner and electrician will be from wherein being benefited when penetrating from the floor to the floor.When utilizing various embodiment of the present invention, the necessity that the floor is connected with the floor also is simplified.Particularly, various embodiment of the present invention mainly with a kind of from wall-to-wall connection replace wall to the floor again to the connection of wall.When needing stress state, design more strengthened this benefit.Should connect at floor covering/matrix place also provides effective means that load (reaction) is directly passed to dividing plate.
Certainly, those of ordinary skill in the art understands, for character of the present invention is described, the various changes that the details of the parts of having described and having illustrated, material and configuration aspects those of ordinary skill in the art can make within the scope of the present invention are as expressed in the claims.

Claims (164)

1. joist overhang bracket structure that is used for building comprises:
Braced structures;
Supporting wall, it directly is supported on the described braced structures and has a plurality of vertically extending columns;
The joist limit, it on described braced structures, and is connected at least some described vertically extending columns near described vertically extending upright supports; And
Be connected at least one joist on this joist limit.
2. according to the joist overhang bracket structure of claim 1, wherein said supporting wall comprises channel-section steel down, this time channel-section steel has the channel-section steel flange of channel-section steel web and two settings, and wherein each vertically extending column has column web and two column flanges that stretch out from described column web, and wherein said joist limit is connected in one of described column flange of at least some described vertically extending columns.
3. according to the joist overhang bracket structure of claim 2, wherein said joist is web while having, and wherein said limit web is connected in one of described column flange of at least some described vertically extending columns.
4. according to the joist overhang bracket structure of claim 3, wherein each described joist is connected in described limit web by the corresponding connection contact pin that is formed on the web of described limit.
5. according to the joist overhang bracket structure of claim 4, wherein the connection contact pin of each described one stamps out on the web of described limit, and at an angle with respect to described limit web orientation, make to form corresponding opening by described limit web, and wherein said joist overhang bracket structure comprises that also at least one is formed on the web of described limit the ribs near each described opening on it.
6. according to the joist overhang bracket structure of claim 1, wherein each described joist is connected in described limit web by corresponding L shaped clip, and this L shaped clip is fixed in described limit web and described joist.
7. according to the joist overhang bracket structure of claim 1, wherein said braced structures comprises concrete wall.
8. according to the joist overhang bracket structure of claim 3, also be included in the heat-barrier material between described limit web and the described a plurality of vertically extending column.
9. according to the joist overhang bracket structure of claim 1, also comprise the floor paving material that is contained on the described joist.
10. according to the joist overhang bracket structure of claim 9, wherein said floor paving material comprises the flame-proof sheet material material.
11. according to the joist overhang bracket structure of claim 10, wherein said flame-proof sheet material material package is drawn together the cementaceous panel material.
12. according to the joist overhang bracket structure of claim 10, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
13. according to the joist overhang bracket structure of claim 10, wherein said flame-proof sheet material material has molded resistance.
14. according to the joist overhang bracket structure of claim 9, wherein said floor paving material comprises the cementitious material that cast puts in place.
15. according to the joist overhang bracket structure of claim 1, wherein each described joist is connected in described joist limit, makes that corresponding one is alignd in described joist and the described vertically extending column.
16. according to the joist overhang bracket structure of claim 1, wherein at least one described joist is connected in described joist limit, makes that corresponding one does not line up in described at least one described joist and the described vertically extending column.
17. supporting wall and ground board connecting structure comprise
Braced structures;
Be supported on the supporting wall on the described braced structures, described supporting wall comprises:
Be supported on channel-section steel under the supporting wall on the described braced structures; With
Be connected in a plurality of vertically extending column of channel-section steel under the described supporting wall;
The joist limit, top flange and following flange that it has the limit web and stretches out from described limit web, described following flange is supported on the described braced structures near channel-section steel under the described supporting wall, and described limit web is connected at least some described a plurality of vertically extending columns; And
At least one is connected in the joist of described limit web.
18. a method of building supporting wall and flooring structure comprises:
Build the lower support structure;
The supporting wall that will have a plurality of vertically extending columns is fixed in this lower support structure;
With the joist limit near at least some these vertically extending upright supports on this lower support structure;
At least some contiguous vertically extending columns are fixed on the joist limit;
A plurality of floor joists are fixed in this joist limit; And
The paving, floor is supported on these a plurality of floor joists.
19. according to the method for claim 18, the wherein said paving, floor is supported on these a plurality of floor joists comprises:
Fire-retardant plate is supported on these a plurality of floor joists; With
Should be fixed at least some these floor joists by fire-retardant plate.
20. according to the method for claim 19, wherein said at least some these floor joists that should fire-retardant plate be fixed in comprise this fire-retardant plate are connected at least some these floor joists with machanical fastener.
21., wherein saidly a plurality of floor joists be fixed in this joist limit comprise that a plurality of floor joists are fixed in this joist limit makes at least one this floor joists not align with any vertically extending column according to the method for claim 18.
22., wherein saidly a plurality of floor joists be fixed in this joist limit comprise that a plurality of floor joists are fixed in this joist limit makes one at least one this floor joists and the vertically extending column to align according to the method for claim 18.
23. according to the method for claim 18, the wherein said paving, floor is supported on comprises on these a plurality of floor joists that the cementitious material that cast is put in place is supported on described a plurality of floor joists.
24. a joist overhang bracket structure that is used for supporting wall and flooring structure comprises:
Following channel-section steel;
Last channel-section steel, the first and second channel-section steel flanges that it has plane channel-section steel web and stretches out from this web;
A plurality of vertically extending columns, it extends between described upper and lower channel-section steel and is connected with it, the first column flange and the second column flange that each described vertically extending column has the column web and stretches out from described column web;
The joist limit, the plane upper flange that it has the limit web and stretches out from described limit web, described limit web is gone up the described second column flange that channel-section steel is connected in a plurality of described vertically extending columns near described, makes the plane upper flange on described joist limit and the basic coplane of channel-section steel web of described last channel-section steel; With
At least one is connected in first joist of described limit web.
25. the joist overhang bracket structure according to claim 24 also comprises second joist, it is connected in the described first column flange of a plurality of described vertically extending columns.
26. joist overhang bracket structure according to claim 25, wherein said second joist has joist flange on the second joist web and second, and the wherein said second joist web is connected in the described first column flange of at least some described vertically extending columns, makes described second joist be basically perpendicular to be connected in described at least one first joist of described limit web.
27. according to the joist overhang bracket structure of claim 24, wherein each described first joist is connected in described limit web by the corresponding connection contact pin that is formed on the web of described limit.
28. joist overhang bracket structure according to claim 27, wherein the connection contact pin of each described one stamps out on the web of described limit, and at an angle with respect to described limit web orientation, make to form corresponding opening by described limit web, and wherein said joist overhang bracket structure comprises that also at least one is formed on the web of described limit the ribs near each described opening on it.
29. according to the joist overhang bracket structure of claim 24, wherein each described first joist is connected in described limit web with corresponding L shaped clip, this L shaped clip is fixed in described limit web and described first joist.
30. the joist overhang bracket structure according to claim 25 also comprises the floor paving material that is connected in described first and second joists.
31. according to the joist overhang bracket structure of claim 30, wherein said floor paving material comprises the flame-proof sheet material material.
32. according to the joist overhang bracket structure of claim 31, wherein said flame-proof sheet material material package is drawn together the cementaceous panel material.
33. according to the joist overhang bracket structure of claim 31, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
34. according to the joist overhang bracket structure of claim 31, wherein said flame-proof sheet material material has molded resistance.
35. a method of building supporting wall and flooring structure comprises:
Build supporting wall, this wall has last channel-section steel and following channel-section steel and a plurality of also connected vertical pillars of extending between this upper and lower channel-section steel, and channel-section steel has plane channel-section steel web on this;
This supporting wall is fixed on the joist limit, makes the flat edge flange on this joist limit go up the basic coplane of planar webs of channel-section steel with this;
Fixing and this joist limit with a plurality of first floor joists; And
The paving, floor is supported on the last channel-section steel web and top flange of first floor joists and basic coplane.
36., wherein saidly this supporting wall be fixed on the joist limit comprise the flange that the web part on this joist limit is fixed at least some vertical pillars according to the method for claim 35.
37. according to the method for claim 35, also comprise second floor joists be fixed at least some these vertical pillars, make this second joist be basically perpendicular to this first floor joists.
38. according to the method for claim 35, the wherein said paving, floor is supported on these a plurality of first floor joists comprises:
Fire-retardant plate is supported on these a plurality of first floor joists; With
Fire-retardant plate is fixed at least some these first floor joists.
39. according to the method for claim 38, wherein said fire-retardant plate is fixed in comprises at least some these first floor joists with this fire-retardant plate of machanical fastener connection.
40. according to the method for claim 35, wherein said support floor paving also comprises the paving, floor is supported on second floor joists, makes this paving, floor cross over the last channel-section steel web and the top flange of this basic coplane.
41. according to the method for claim 40, shop, wherein said floor comprises fire-retardant plate.
42. wall and ground board connecting structure comprise:
First wall, it has a plurality of vertically extending first columns, and each has this first column first and second lateral flange and is connected in channel-section steel;
The first joist limit, described first lateral flange that it is connected at least some described vertically extending columns makes the top flange and the described basic coplane of channel-section steel part of going up on the described first joist limit;
The second joist limit, described second lateral flange that it is connected at least some described vertically extending columns makes the top flange and the described basic coplane of top flange of going up channel-section steel part and the described first joist limit on the described second joist limit;
Be connected in a plurality of first joists on described first limit;
Be connected in a plurality of second joists on described second limit;
The paving, floor, it is contained in described upward channel-section steel, the upper flange on the described first joist limit, the upper flange of described second joist, and on described first and second joists.
43. according to the wall and the ground board connecting structure of claim 42, paving, wherein said floor comprises fire-retardant plate.
44. according to the wall and the ground board connecting structure of claim 42, wherein said a plurality of first joists align substantially with described a plurality of second joists.
45. according to the wall and the ground board connecting structure of claim 42, wherein said a plurality of first joists and described a plurality of described a plurality of second joists align substantially with described a plurality of vertically extending first columns.
46. according to the wall and the ground board connecting structure of claim 43, wherein said fire-retardant plate comprises the cementaceous panel material.
47. according to the wall and the ground board connecting structure of claim 43, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
48. according to the wall and the ground board connecting structure of claim 43, wherein said flame-proof sheet material material has molded resistance.
49. according to the wall and the ground board connecting structure of claim 42, paving, wherein said floor comprises the cementitious material that cast puts in place.
50. wall and ground board connecting structure according to claim 42 also comprise second wall that is connected in paving, described floor.
51. according to the wall and the ground board connecting structure of claim 50, wherein said second wall originally aligns with described first wall base.
52. according to the wall and the ground board connecting structure of claim 51, wherein said second wall comprises:
Following C shape channel-section steel, it is connected in the described channel-section steel of going up of paving, described floor and described first wall; With
Be connected in described a plurality of vertically extending second column of channel-section steel down.
53. a joist overhang bracket structure that is used for building comprises:
Form a plurality of vertically extending column of supporting wall, described each column of vertically extending column has the top;
Joist limit with top flange, described joist limit are connected at least some described vertically extending columns, make the basic coplane of described top flange and the described top of described vertically extending column;
At least one is connected in the floor joists of described limit web; With
Be connected at least some described floor joists floor paving materials, and it strides across the tie point between described vertically extending column top and the described joist limit.
54. according to the joist overhang bracket structure of claim 53, wherein said floor paving material comprises fire-retardant plate.
55. according to the joist overhang bracket structure of claim 54, wherein said fire-retardant plate comprises the cement scutum.
56. according to the joist overhang bracket structure of claim 55, wherein said fire-retardant plate can cut with the wood working tool of routine, hole and polish.
57. according to the joist overhang bracket structure of claim 55, wherein said flame-proof sheet material material has molded resistance.
58. according to the joist overhang bracket structure of claim 53, paving, wherein said floor comprises the cementitious material that cast puts in place.
59. according to the joist overhang bracket structure of claim 53, wherein said at least one joist is connected in described joist limit by the corresponding connection contact pin on the web that is formed on described joist limit.
60. according to the joist overhang bracket structure of claim 53, wherein each described at least one joist is connected in described limit web by corresponding L shaped clip, this L shaped clip is fixed in the limit web on described joist limit and the joist web of described joist.
61. a kind of wall and flooring structure that is used for multistory building arranged, comprising:
Braced structures;
First supporting wall, it is supported on the described braced structures and has a plurality of vertically extending first columns, and each has the top each first column;
The first joist limit, it on described braced structures, and is connected at least some described vertically extending first columns near described vertically extending first upright supports;
A plurality of first floor joists, it is connected in the described first limit web;
The first floor paving material, it is connected in described at least one first joist;
The second joist limit, it has the top flange, and the described second joist limit is connected at least some described vertically extending first columns, makes the basic coplane in top of described top flange and described vertically extending column;
A plurality of second floor joists, it is connected in the described second limit web; With
The second floor paving material, it is connected at least some described second floor joists, and strides across the top of described vertically extending first column and the tie point between the described second joist limit.
62. according to the wall and the flooring structure of claim 61, wherein at least one described first and second floor paving material comprises fire-retardant plate.
63. according to the wall and the flooring structure of claim 62, wherein said fire-retardant plate comprises the cement scutum.
64. according to the wall and the flooring structure of claim 62, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
65. according to the wall and the flooring structure of claim 62, wherein said flame-proof sheet material material has molded resistance.
66. according to the wall and the flooring structure of claim 61, at least one comprises the cementitious material that cast puts in place in the wherein described at least first and second floor paving materials.
67. according to the wall and the flooring structure of claim 61, wherein at least one described second floor joists is connected in the described second joist limit by the corresponding connection contact pin on second web that is formed on the described second joist limit.
68. wall and flooring structure according to claim 61, wherein said at least one second floor joists is connected in the described second joist limit by corresponding L shaped clip, and this clip is connected in the second limit web on the described second joist limit and the joist web of described second floor joists.
69. a multilayer wall syndeton comprises:
Lower walls, it comprises:
First time channel-section steel;
A plurality of lower pole, it has the lower end that is connected in described following channel-section steel;
Each has the top described lower pole; With
Channel-section steel on first, it is connected in the described top of described lower pole:
Joist, it is connected at least some described lower pole, makes top flange basic coplane of channel-section steel on described first of described joist;
The flame-proof sheet material material, it is supported on the top flange of channel-section steel and described joist on described first; With
The top wall, it comprises:
Second time channel-section steel, it is connected in channel-section steel on described flame-proof sheet material material and described first; With
Be connected in a plurality of tops column of described second time channel-section steel.
70. according to the multilayer wall syndeton of claim 69, wherein said flame-proof sheet material material package is drawn together the cement scutum.
71. according to the multilayer wall syndeton of claim 69, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
72. according to the multilayer wall syndeton of claim 69, wherein said flame-proof sheet material material has molded resistance.
73. according to the multilayer wall syndeton of claim 69, wherein said this alignment mutually of the upper and lower layer wall base.
74. a joist limit comprises:
The top web;
First flange that overhangs from described top web;
Second flange that the relation of opening with relative spacing with respect to described first flange overhangs from described top web and
A plurality of first joists that are formed on described first flange of one connect contact pin.
75., also comprise first lower flange that stretches out from described first flange according to the joist limit of claim 74.
76. according to the joist limit of claim 74, wherein said a plurality of first joists connect contact pin and comprise with predetermined space and to make corresponding first opening be formed on described first flange from three side tabs that described first flange stamps out.
77., comprise that also at least one is formed on first ribs on described first flange near each described first open pore on it according to the joist limit of claim 76.
78. according to the joist limit of claim 76, wherein said three sides connect contact pin and are orientated to first predetermined angular with respect to described first flange.
79. according to the joist limit of claim 78, wherein said first predetermined angular is 90 °.
80., comprise that also a plurality of second joists that are formed on described second flange connect contact pin according to the joist limit of claim 74.
81., also comprise second lower flange that stretches out from described second flange according to the joist limit of claim 74.
82. 0 joist limit according to Claim 8, wherein said a plurality of second joists connect contact pin and comprise with predetermined space and to make corresponding second opening be formed on described second flange from the two or three side tabs that described second flange stamps out.
83. 2 joist limit according to Claim 8 comprises that also at least one is formed on ribs on described second flange near each described second opening on it.
84. 2 joist limit according to Claim 8, wherein each described the two or three side connects contact pin and is orientated to second predetermined angular with respect to described second flange.
85. 4 joist limit according to Claim 8, wherein said second predetermined angular is 90 °.
86. a joist limit comprises:
Web with first side and second side;
The top shank that stretches out from described web first side;
The bottom shank that stretches out from described web second side;
The a plurality of joists that are formed on the described web connect contact pin.
87. 6 joist limit according to Claim 8, wherein said a plurality of joists connect contact pin and comprise with predetermined interval and connect contact pin from three sides that described web stamps out, and make corresponding opening be formed on the described web.
88. 7 joist limit according to Claim 8 comprises that also at least one is formed on ribs on the described web near each the described opening on it.
89. 8 joist limit according to Claim 8, wherein each described three side connects contact pin and is orientated to first predetermined angular with respect to described web.
90. 8 joist limit according to Claim 8, wherein said first predetermined angular is 90 °.
91. one kind is made up joist limit and wall end plate, comprising:
The top web;
The first end plate flange that overhangs from described top web;
The second end plate flange that the relation of opening with relative spacing with respect to the described first end plate flange overhangs from described top web;
A plurality of first joists connect contact pin, and it is formed on the described first end plate flange with the first predetermined interval, and each described first joist connects contact pin and is orientated to first predetermined angular with respect to the described first end plate flange;
First lower flange that overhangs from the described first end plate flange;
A plurality of second joists connect contact pin, and it is formed on the described second end plate flange with the second predetermined interval, and each described second joist connects contact pin and is orientated to second predetermined angular with respect to the described second end plate flange; With
Second lower flange that overhangs from the described second end plate flange.
92. according to the combination joist limit and the wall end plate of claim 91, wherein said first predetermined space and described second predetermined space equate.
93. wall and floor system comprise:
Combination joist limit and end plate, it comprises;
The top web;
The first end plate flange that overhangs from described top web;
The second end plate flange that the relation of opening with relative spacing with respect to the described first end plate flange overhangs from described top web; With
A plurality of first joists that are formed on the described first end plate flange connect contact pin;
A plurality of first joists, it is connected in described first joist and connects contact pin;
A plurality of vertically extending columns, each has the top, and the top of wherein said column is received between the described first and second end plate flanges of described combination joist limit and end plate and with it and is connected.
94. according to the wall and the floor system of claim 93, wherein said combination joist limit and end plate also comprise first lower flange that stretches out from described first flange.
95. wall and floor system according to claim 93 also comprise the floor paving material, it is connected in described first joist and described top flange.
96. according to the wall and the floor system of claim 95, wherein said floor paving material comprises fire-retardant plate.
97. according to the wall and the floor system of claim 96, wherein said fire-retardant plate comprises the cement scutum.
98. according to the wall and the floor system of claim 96, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
99. according to the wall and the floor system of claim 96, wherein said flame-proof sheet material material has molded resistance.
100. according to the wall and the floor system of claim 95, wherein said floor paving material comprises the cementitious material that cast puts in place.
101. according to the wall and the floor system of claim 93, wherein said combination joist limit comprises also that with end plate a plurality of second joists are connected contact pin, being formed on the described second end plate flange of its one.
102. according to the wall and the floor system of claim 101, wherein said combination joist limit and end plate also comprise a plurality of second joists, it is connected in described second joist and connects contact pin.
103. according to the wall and the floor system of claim 102, wherein said combination joist limit and end plate also comprise second lower flange that stretches out from described second flange.
104. wall and floor system according to claim 102 also comprise the floor paving material, it is connected in described first and second joists and described top web.
105. according to the wall and the floor system of claim 104, wherein said floor paving material comprises fire-retardant plate.
106. according to the wall and the floor system of claim 105, wherein said fire-retardant plate comprises the cement scutum.
107. according to the wall and the floor system of claim 105, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
108. according to the wall and the floor system of claim 105, wherein said flame-proof sheet material material has molded resistance.
109. according to the wall and the floor system of claim 105, wherein said floor paving material comprises the cementitious material that cast puts in place.
110. a method of building wall and ground board connecting structure comprises;
Construction has the wall of a plurality of vertically extending columns, and wherein each column has the top;
The top of this column is connected in the first and second end plate flanges on combination end and joist limit, and it has a plurality of first joists that are formed on the first end plate flange with predetermined space and connects contact pin;
A plurality of first joists are connected in a plurality of first joists connect contact pin; And
The floor paving material is supported on this first joist.
111. a method of building wall and ground board connecting structure comprises;
Construction has the wall of a plurality of vertically extending columns, and wherein each column has the top;
The top of this column is connected in the first and second end plate flanges on combination end and joist limit, it has a plurality of first joists that are formed on the first end plate flange with predetermined space and connects contact pin, is connected contact pin with a plurality of second joists be formed on the second end plate flange with predetermined space on;
A plurality of first joists are connected in a plurality of first joists connect contact pin;
A plurality of second joists are connected in a plurality of second joists connect contact pin;
The floor paving material is supported on this combination end and joist limit, this first joist and second joist.
112. wall and floor system comprise:
Combination joist limit and end plate, it comprises
The U-shaped end plate, it has the top web, from the first end plate flange that described top web overhangs, the second end plate flange that the relation of opening with relative spacing with respect to the described first end plate flange overhangs from described top web; With
A plurality of first joists connect clips, its with the first predetermined fixed interval in the described first end plate flange;
A plurality of vertically extending columns, each column has the top, and the described top of wherein said column is received between the first and second end plate flanges of described U-shaped end plate, and is connected with it; With
Be connected in a plurality of first joists of described a plurality of first joist connection clips.
113. wall and floor system according to claim 112 also comprise the floor paving material, it is connected in described first joist and described top web.
114. according to the wall and the floor system of claim 113, wherein said floor paving material comprises fire-retardant plate.
115. according to the wall and the floor system of claim 114, wherein said fire-retardant plate comprises the cement scutum.
116. according to the wall and the floor system of claim 114, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
117. according to the wall and the floor system of claim 114, wherein said flame-proof sheet material material has molded resistance.
118. according to the wall and the floor system of claim 113, wherein said floor paving material comprises the cementitious material that cast puts in place.
119. wall and floor system according to claim 112, wherein said combination joist limit comprises also that with end plate a plurality of second joists are connected clip, in the second end plate flange of described U-shaped end plate, and wherein said wall comprises with floor system and is connected in a plurality of second joists that described second joist is connected clip with the second predetermined fixed interval for it.
120. wall and floor system according to claim 119 also comprise the floor paving material, it is connected in described first and second joists and described top flange.
121. according to the wall and the floor system of claim 120, wherein said floor paving material comprises fire-retardant plate.
122. according to the wall and the floor system of claim 121, wherein said fire-retardant plate comprises the cement scutum.
123. according to the wall and the floor system of claim 121, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
124. according to the wall and the floor system of claim 121, wherein said flame-proof sheet material material has molded resistance.
125. according to the wall and the floor system of claim 120, wherein said floor paving material comprises the cementitious material that cast puts in place.
126. a method of building wall and ground board connecting structure comprises:
Construction has the wall of a plurality of vertically extending columns, and wherein each column has the top;
The U-shaped end plate is connected in the top of this column, makes the second end plate flange of the first end plate flange of this end plate and this end plate be connected in the top of this column;
A plurality of joists are connected clip be connected in this U-shaped end plate first end plate flange;
A plurality of joists are connected in this joist connect clip; And
The floor paving material is supported on this joist limit.
127. a method of building wall and ground board connecting structure comprises:
Construction has the wall of a plurality of vertically extending columns, and wherein each column has the top;
The U-shaped end plate is connected in the top of this column, makes the second end plate flange of the first end plate flange of this end plate and this end plate be connected in the top of this column;
A plurality of first joists are connected clip be connected in this U-shaped end plate first end plate flange;
A plurality of first joists are connected in this first joist connect clip;
A plurality of second joists are connected clip be connected in this U-shaped end plate second end plate flange;
A plurality of second joists are connected in these a plurality of second joists connect clip; And
The floor paving material is supported on this end plate and the first and second joist limits.
128. a tip plate configurations that is used in the wall upper shed of tier building, described tip plate configurations comprises:
Be connected in the joist of pillar, this pillar forms described opening and extends between it to be formed on the end plate of stating above the opening;
The transverse beam assembly that is connected in described joist limit and therewith extends, described transverse beam assembly is connected in described pillar; With
Be connected in a plurality of floor joists on described joist limit.
129. according to the tip plate configurations of claim 128, wherein said joist is web while comprising, this limit web has a plurality of joists that are formed on the web of described limit and connects contact pin, is used for described a plurality of floor joists are connected in described joist limit.
130. according to the tip plate configurations of claim 129, wherein said joist limit also comprises upper flange that stretches out from described limit web and the lower flange that stretches out from described limit web.
131. according to the tip plate configurations of claim 130, wherein said transverse beam assembly is connected in described limit web.
132. according to the tip plate configurations of claim 131, wherein said transverse beam assembly comprises:
First crossbeam, two flanges that it has first web and stretches out from described first web, and first lip that stretches out from each described first flange, first web of described first crossbeam is connected in described limit web;
Second crossbeam, two flanges that it has second web and stretches out from described second web, and second lip that stretches out from each described second flange, described second crossbeam is located with respect to described first crossbeam, make the described second crossbeam lip face and contact, and described second crossbeam is connected in described first crossbeam with the described first crossbeam lip; And
The 3rd crossbeam, the 3rd flange that it has its three web and stretches out from described the 3rd web, described the 3rd web is connected in second web of described second crossbeam.
133. according to the tip plate configurations of claim 132, wherein said second web and described limit web extend jointly, and have the two ends that are connected in described pillar, this pillar forms described opening.
134. according to the tip plate configurations of claim 133, wherein said the 3rd crossbeam and described second crossbeam extend jointly, and wherein, described the 4th crossbeam and described the 3rd crossbeam extend jointly and have the two ends that are connected in described pillar, this pillar forms described opening.
135. according to the tip plate configurations of claim 132, the end of wherein said second web is connected in described pillar by corresponding L shaped clip, this pillar forms described opening.
136. according to the tip plate configurations of claim 134, the end of wherein said the 4th crossbeam is connected in described pillar by corresponding L shaped clip, this pillar forms described opening, and this clip is connected in the 4th web of described pillar and described the 4th crossbeam.
137. according to the tip plate configurations of claim 128, also comprise the ground paving material, it is supported on the top flange and described transverse beam assembly on described joist and described joist limit.
138. according to the tip plate configurations of claim 137, wherein said floor paving material comprises fire-retardant plate.
139. according to the tip plate configurations of claim 138, wherein said fire-retardant plate comprises the cement scutum.
140. according to the tip plate configurations of claim 138, wherein said flame-proof sheet material material can cut with the wood working tool of routine, hole and polish.
141. according to the tip plate configurations of claim 138, wherein said flame-proof sheet material material has molded resistance.
142. according to the tip plate configurations of claim 139, wherein said floor paving material comprises the cementitious material that cast puts in place.
143. a method that is built in the wall construction that wherein has opening, described method comprises:
Make the first wall panelling part with the cold-rolled steel member;
Make the second wall panelling part with the cold-rolled steel member;
Make the 3rd wall panelling part with the cold-rolled steel member;
With the form of coplane interconnect this first, second and the 3rd wall panelling part to form wall construction and to form opening by this wall construction.
144. according to the method for claim 143, the wherein said structure first wall panelling partly comprises:
Channel-section steel part on the C shape first and first time channel-section steel are partly cut into the length of hope;
The C shape first uprights branch is cut into the length of hope; And
In channel-section steel part in the upper end insertion first of each first column part;
In first time channel-section steel part of lower end insertion with each first column part; And
The upper end of first column part is connected in channel-section steel on first, and the lower end of first column part is connected in the channel-section steel part first time, make the uprights of winning divide spaced apart desirable distance mutually.
145. according to the method for claim 143, wherein each described first column have first web and from this first state that web stretches out a pair of first flange, and first lip that stretches out from each first flange.
146. method according to claim 142, the wherein said first wall panelling partly has two transverse end pillars, each pillar comprises a pair of first column, and it is orientated to and makes first lip of one of this first column and the web of another first column be in the face of relation, and is connected with it.
147. according to the method for claim 146, comprising should the flange of first column being welded together of lateral ends pillar.
148. method according to claim 145, wherein each first web has first opening by this web, make and to be connected when connecing when first column with the first upper and lower channel-section steel, these a plurality of first openings align substantially, and wherein said method comprises that also first opening by this alignment inserts first cross-support members.
149. according to the method for claim 146, this second wall panelling of wherein said manufacturing partly comprises:
Channel-section steel part on the C shape second and second time channel-section steel are partly cut into the length of hope;
The C shape second uprights branch is cut into the length of hope; And
In channel-section steel part in the upper end insertion second of each second column part;
In second time channel-section steel part of lower end insertion with each second column part; And
The upper end of second column part is connected in channel-section steel on second, and the lower end of second column part is connected in the channel-section steel part second time, make second uprights divide spaced apart desirable distance mutually.
150. according to the method for claim 149, each described second column a pair of second flange of having second web and stretching out wherein, and second lip that stretches out from each second flange from described second web.
151. method according to claim 150, the wherein said second wall panelling partly has two transverse end pillars, each pillar comprises a pair of second column, and it is orientated to and makes second lip of one of this second column and the web of another second column be in the face of relation, and is connected with it.
152. according to the method for claim 151, comprising should the flange of second column being welded together of lateral ends pillar.
153. method according to claim 152, wherein each second web has second opening by this web, make and to be connected when connecing when second column with the second upper and lower channel-section steel, these a plurality of second openings align substantially, and wherein said method comprises that also second opening by this alignment inserts second cross-support members.
154. according to the method for claim 151, wherein said manufacturing the 3rd wall panelling partly comprises:
Channel-section steel part on the C shape the 3rd and the 3rd time channel-section steel are partly cut into the length of hope;
C shape the 3rd uprights branch is cut into the length of hope; And
The upper end of each the 3rd column part is inserted on the 3rd in the channel-section steel part;
The lower end of each the 3rd column part is inserted in the 3rd time channel-section steel part; And
The upper end of the 3rd column part is connected in channel-section steel on the 3rd, and the lower end of the 3rd column part is connected in the channel-section steel part the 3rd time, make the 3rd uprights divide spaced apart desirable distance mutually.
155. according to the method for claim 152, wherein each described the 3rd column have the 3rd web and from described the 3rd web stretch out a pair of the 3rd flange, and the 3rd lip that stretches out from each the 3rd flange.
156. method according to claim 155, wherein said the 3rd wall panelling partly has two transverse end pillars, each pillar comprises a pair of the 3rd column, and it is orientated to and makes the 3rd lip of one of the 3rd column and the web of another the 3rd column be in the face of relation, and is connected with it.
157. according to the method for claim 156, comprising should the flange of the 3rd column being welded together of transverse end pillar.
158. method according to claim 157, wherein each the 3rd web has the 3rd opening by this web, make and to be connected when connecing when the 3rd column with the 3rd upper and lower channel-section steel, these a plurality of the 3rd openings align substantially, and wherein said method comprises that also the 3rd opening by this alignment inserts the 3rd cross-support members.
159. according to the method for claim 155, wherein at least one the 3rd column the 3rd web is connected in the 3rd web of another the 3rd column.
160. according to the method for claim 150, wherein said form with coplane interconnects match, and first, second also forms the opening that passes through this wall construction with the 3rd wall panelling part to form wall construction, comprising:
To be connected in the second transverse end pillar on this second panelling part at the first transverse end pillar on described first panelling part;
Will another the second transverse end pillar on this second panelling be connected in transverse end pillar on the 3rd panelling top.
161. method according to claim 150, the wherein said second transverse end pillar that will be connected at the first transverse end pillar on described first panelling part on this second panelling part comprises with screw the first transverse end pillar is connected in this second transverse end pillar, and the wherein said transverse end pillar that will another the second transverse end pillar on this second panelling be connected on the 3rd panelling comprises with screw another second transverse end pillar is connected in the 3rd transverse end pillar.
162. method according to claim 150, the wherein said second transverse end pillar that will be connected at the first transverse end pillar on described first panelling part on this second panelling part comprises with welding this first transverse end pillar is connected in this second transverse end pillar, and the wherein said transverse end pillar that will be connected at another the second transverse end pillar on this second panelling on the 3rd panelling part comprises with welding this another second transverse end pillar is connected in the 3rd transverse end pillar.
163. method according to claim 143, it is wherein said that to make described first, second and the 3rd wall panelling with the cold-rolled steel member partly be to carry out at the manufacturing location that leaves the building place, wherein said interconnecting will be carried out, and wherein said method comprises that also first, second and the 3rd wall panelling that will make from manufacturing location partly are transported to the building place.
164. a joist limit comprises:
Web with first side and second side;
The top shank that stretches out from first side of described web;
The bottom shank that stretches out from second side of described web; With
A plurality of joists connect contact pin, and it is fixed in one of first and second sides of described web.
CN 200410092694 2004-11-12 2004-11-12 Building structure system and method Pending CN1773036A (en)

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CN101509274B (en) * 2009-03-25 2011-05-25 东南大学 Residential structure of multi-layer cold-formed section steel assembled house
US8065852B2 (en) 2005-01-27 2011-11-29 U.S. Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for roofing
US8065853B2 (en) 2005-12-29 2011-11-29 U.S. Gypsum Company Reinforced cementitious shear panels
US8069633B2 (en) 2004-12-30 2011-12-06 U.S. Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for flooring
US8079198B2 (en) 2005-01-27 2011-12-20 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls
US8122679B2 (en) 2005-01-27 2012-02-28 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for a fire wall and other fire resistive assemblies
CN102888893A (en) * 2011-07-20 2013-01-23 潘诚平 Steel framework structure
CN103180529A (en) * 2010-08-06 2013-06-26 布鲁霍姆斯公司 Foldable building units
CN103758280A (en) * 2013-12-27 2014-04-30 中国石油天然气第六建设公司 H-shaped steel, manufacturing method thereof, steel structure and assembly method thereof
CN104358310A (en) * 2014-10-28 2015-02-18 四川华铁钢结构有限公司 High-strength house unit with H-shaped steel structure frame
CN106939650A (en) * 2017-03-28 2017-07-11 孙成建 A kind of big component integrated building system technology
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Publication number Priority date Publication date Assignee Title
US8069633B2 (en) 2004-12-30 2011-12-06 U.S. Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for flooring
US8065852B2 (en) 2005-01-27 2011-11-29 U.S. Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for roofing
US8079198B2 (en) 2005-01-27 2011-12-20 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls
US8122679B2 (en) 2005-01-27 2012-02-28 United States Gypsum Company Non-combustible reinforced cementitious lightweight panels and metal frame system for a fire wall and other fire resistive assemblies
US8065853B2 (en) 2005-12-29 2011-11-29 U.S. Gypsum Company Reinforced cementitious shear panels
CN101509274B (en) * 2009-03-25 2011-05-25 东南大学 Residential structure of multi-layer cold-formed section steel assembled house
CN103180529B (en) * 2010-08-06 2015-08-19 布鲁霍姆斯公司 Collapsible building unit
CN103180529A (en) * 2010-08-06 2013-06-26 布鲁霍姆斯公司 Foldable building units
CN102888893A (en) * 2011-07-20 2013-01-23 潘诚平 Steel framework structure
CN102888893B (en) * 2011-07-20 2014-12-31 潘诚平 Steel framework structure
CN103758280A (en) * 2013-12-27 2014-04-30 中国石油天然气第六建设公司 H-shaped steel, manufacturing method thereof, steel structure and assembly method thereof
CN103758280B (en) * 2013-12-27 2017-07-11 中国石油天然气第六建设公司 H profile steel and its manufacture method, steel construction and its assemble method
CN104358310A (en) * 2014-10-28 2015-02-18 四川华铁钢结构有限公司 High-strength house unit with H-shaped steel structure frame
CN104358310B (en) * 2014-10-28 2017-01-11 四川华铁钢结构有限公司 High-strength house unit with H-shaped steel structure frame
CN106939650A (en) * 2017-03-28 2017-07-11 孙成建 A kind of big component integrated building system technology
CN108590014A (en) * 2018-06-25 2018-09-28 科瑞格空调技术（北京）有限公司 A kind of composite panel of ventilation and low-temp radiating

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