US20070044390A1 - Building - Google Patents
Building Download PDFInfo
- Publication number
- US20070044390A1 US20070044390A1 US10/590,667 US59066705A US2007044390A1 US 20070044390 A1 US20070044390 A1 US 20070044390A1 US 59066705 A US59066705 A US 59066705A US 2007044390 A1 US2007044390 A1 US 2007044390A1
- Authority
- US
- United States
- Prior art keywords
- floor
- building
- building according
- ceiling
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
Images
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F41—WEAPONS
- F41H—ARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
- F41H7/00—Armoured or armed vehicles
- F41H7/02—Land vehicles with enclosing armour, e.g. tanks
- F41H7/04—Armour construction
- F41H7/042—Floors or base plates for increased land mine protection
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/04—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
- E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F41—WEAPONS
- F41H—ARMOUR; ARMOURED TURRETS; ARMOURED OR ARMED VEHICLES; MEANS OF ATTACK OR DEFENCE, e.g. CAMOUFLAGE, IN GENERAL
- F41H7/00—Armoured or armed vehicles
- F41H7/02—Land vehicles with enclosing armour, e.g. tanks
- F41H7/04—Armour construction
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F42—AMMUNITION; BLASTING
- F42D—BLASTING
- F42D5/00—Safety arrangements
- F42D5/04—Rendering explosive charges harmless, e.g. destroying ammunition; Rendering detonation of explosive charges harmless
- F42D5/045—Detonation-wave absorbing or damping means
Abstract
The invention relates to a building, which comprises at least one building part and takes the form of a cargo container with side walls, a ceiling and a floor. A loose floor panel (3) lies on the floor (4) in the interior of said container, said panel being several cm smaller on all sides than the interior dimensions that are defined by the inner walls.
Description
- The invention relates to a shelter or a building consisting of at least one building part in form of a freight container comprising side walls, a ceiling and a floor.
- In areas, where there is a risk of detonations, buildings protected or armoured against pressure waves are required. These have not proved themselves ultimately, and that not even then, if they are formed with wall, floor and ceiling paneling, which deforms under pressure exposure and therefor absorbs a large part of the pressure wave energy. That is, it cannot be avoided thereby that a strong pressure wave develops and propagates, the forces of which attack in the floor area of the building and can exert such a blow to the feet of a person situated there that the person can be seriously injured. This also happens, when the detonation occurs at the side of the building.
- The invention intends to remedy this and provides a building, the components of which effectively protect a person situated inside, which is achieved in that on the interior a floor panel loosely lies on the floor, which is several cm smaller than the interior.
- In the present invention an effect of inertia is utilised: if a detonation occurs, the corresponding pressure wave can reach the housing and mechanically load the housing correspondingly, but the floor panel remains stationary in place due to its inertia and does not exert any mechanical loads or blows on a person situated there, disregarding the fact, whether the person stands or sits on a chair there. The thickness of the panel ranges according to the invention from several cm or more, wherein the larger thickness also entails a correspondingly higher inertia. The floor panel is distanced on all sides in the range of centimetres to the side boundaries of the building, that is to the walls, and freely movable rests on suitable supports.
- In a preferred embodiment of the invention, the floor panel is formed with fasteners for the transport. These can be apertures, which are aligned with bores in the lower part of the container such that simple bolt or screw connections can be formed. These connections are to be effective only during transport and ensure that the relatively heavy floor panel cannot move even in case of strong accelerations of the vehicle during transport.
- A further preferred embodiment is characterised in that in addition to the floor panel in the clearance between an inner wall and a surrounding outer wall arranged in spaced relationship thereto profiled parts telescoping with each other in pairs are arranged spaced from each other, the end pieces of which are each attached at the top and bottom. It can be achieved by this formation of the building walls that a pressure wave coming from the outside only damages the walls, but loses such a lot of energy thereby that the pressure wave practically cannot exert any effect onto the interior and especially the floor panel any more.
- It is within the scope of the present invention, to design the profiled parts with a special length and to produce them from steel sections preferably in the shape of square sections.
- Finally, a still larger energy amount can also be absorbed by surfaces increasing friction in the telescoping profiled parts, which is taken from the propagating pressure wave and results in an enlarged protection of the persons located inside of the building.
- The invention is illustrated below with reference to the drawings.
-
FIG. 1 shows a top view onto the interior of a building according to the invention. -
FIG. 2 shows a front view ofFIG. 1 . -
FIG. 3 shows a vertical sectional view of a part of the wall construction of a building according to the invention in undamaged condition. -
FIG. 4 shows the corresponding conditions after a detonation. -
FIG. 5 shows a view according to A-A ofFIG. 3 , however scaled down 2:1. - The shown embodiment of a building according to the invention consists substantially of a freight container formed with four side walls, wherein only one side wall is indicated by the reference number 1 in
FIG. 1 . Inside and spaced from the inner walls, afloor panel 3 in one piece has been loosely laid onto the floor of the container. One of four bores has been indicated by 2, which passes through thefloor panel 3 and enables that a bolt can be inserted through it and screwed into the floor 4 for the transport. - Not shown in the figures is a net or a sheet or a supporting film, which covers and bridges the clearances between the outer boundary of the floor panel and the adjacent inner walls.
- It is within the scope of the present invention, to arrange several such containers next to each other and connect them. In any case an anti-shock effect is achieved by the
floor panel 3 for each individual shelter of such a building, because the floor of the building can move with regard to the floor panel, but the panel does not change its position due to its inertia. - In the
FIGS. 3 and 4 , a part of the shelter of a building according to the invention is shown, which is circumscribed by two walls surrounding each other, that is aninner wall 10 and anouter wall 11. - According to the invention, this clearance between
inner walls 10 andouter walls 11 is designed in a special manner, whereinFIG. 3 shows an embodiment, wherein a supporting profiled part projects substantially vertically downwards. This tubular profiledpart 20 is welded on there and receives in its interior a rod shaped matchingpart 21 of hollow section, which projects upwards in corresponding vertical alignment from the floor. The two profiledparts FIG. 4 ). The conditions arising in this situation illustrate that the inner and theouter walls parts - The profiled
parts FIG. 5 . These distances depend on the size of the shelter, but also on the cross-sectional dimensions of the profiledparts - It is not substantial for the invention, whether the receiving telescoping part is attached at the ceiling or at the floor, important is that these parts can perform the desired telescoping movement with regard to each other, wherein this movement can be attenuated by means increasing friction at the surfaces.
- A substantial factor in the invention is also that the upper profiled part is attached to the ceiling, and that in an area, in which the ceiling can deform downwards in case of a pressure wave. Also in this respect deformation energy is concerned, which must be used up and takes a substantial part off the energy present in the pressure wave.
- As a material for the profiled parts metal and especially steel is suitable, square section parts can be inserted, which telescope with each other, wherein the square section can have a cross-sectional dimension in the range of 3×5 cm.
- Furthermore, a
net 30 can be provided (FIGS. 3 and 4 ), which is arranged in a certain distance to the inner wall and substantially vertical, in order to avoid that the parts of the wall detached in case of an explosion wave can move into the interior of the building.
Claims (7)
1. A building comprising at least one building part in a form of a freight container having side walls, a ceiling and a floor, characterized in that, in the interior, a floor panel (3) loosely lies on the floor (4), the floor panel being several centimeters smaller on all sides than interior dimensions defined by the inner walls.
2. A building according to claim 1 , characterized in that, in the clearance between an inner wall and a surrounding outer wall spaced therefrom, profiled parts (20, 21) vertically aligned and telescoping with each other in pairs are arranged at a lateral distance from each other, the end pieces (20, 21) of which are each attached at the outer ceiling wall on the top or at the outer floor wall at the bottom, respectively.
3. A building according to claim 2 , characterized in that the profiled part attached at the floor extends as a hollow section part (21) across up to ¼ of the distance between the ceiling and the floor and receives the profiled part (20) attached at the ceiling, which extends across about 9/10 of this distance.
4. A building according to claim 2 , characterized in that the profiled parts (20, 21) are made of steel and are welded to the corresponding attachment points.
5. A building according to claim 2 , characterized in that the profiled parts (20, 21) are formed circular or as a square section with cross-sectional dimensions in the range of several centimeters.
6. A building according to claim 2 , characterized in that the telescoping movement is attenuated by means increasing friction at mutually engaging surfaces of the profiled parts (20, 21).
7. A building according to claim 1 , characterized in that the floor panel (3) is formed with fasteners (2) for transport.
Applications Claiming Priority (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200420002253 DE202004002253U1 (en) | 2004-02-12 | 2004-02-12 | Wall and floor construction for protective chamber, especially transporting container, has vertically orientated, telescopically interconnected profiled component pairs installed in space between inner and outer walls |
DE202004002253.2 | 2004-02-12 | ||
DE200420018562 DE202004018562U1 (en) | 2004-12-01 | 2004-12-01 | Structure is formed by at least one section in form of freight container and on inside has floorplate lying loosely on floor and on all sides is several centimeters smaller than boundaries defined by inside walls |
DE202004018562.8 | 2004-12-01 | ||
PCT/EP2005/001410 WO2005078214A1 (en) | 2004-02-12 | 2005-02-11 | Building |
Publications (1)
Publication Number | Publication Date |
---|---|
US20070044390A1 true US20070044390A1 (en) | 2007-03-01 |
Family
ID=34862951
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US10/590,667 Abandoned US20070044390A1 (en) | 2004-02-12 | 2005-02-11 | Building |
Country Status (5)
Country | Link |
---|---|
US (1) | US20070044390A1 (en) |
EP (1) | EP1713990A1 (en) |
AU (1) | AU2005212603A1 (en) |
CA (1) | CA2555478A1 (en) |
WO (1) | WO2005078214A1 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104153608A (en) * | 2014-06-17 | 2014-11-19 | 杜斌 | Detonator storage warehouse |
US10443260B2 (en) * | 2012-05-02 | 2019-10-15 | United States Of America As Represented By The Secretary Of The Army | Modular anti-ballistic, blast and forced entry resistant shelter system |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2055000A (en) * | 1935-08-12 | 1936-09-22 | Bacigalupo Joseph | Building construction |
US5433045A (en) * | 1991-08-01 | 1995-07-18 | Kajima Corporation | Vertical vibration control device |
US5462141A (en) * | 1993-05-07 | 1995-10-31 | Tayco Developments, Inc. | Seismic isolator and method for strengthening structures against damage from seismic forces |
US5477797A (en) * | 1990-12-05 | 1995-12-26 | Stuart; William | Watercraft hull modification |
US5862639A (en) * | 1993-12-20 | 1999-01-26 | R.A.R. Consultants Ltd. | Earthquake, wind resistant and fire resistant pre-fabricated building panels and structures formed therefrom |
US5875875A (en) * | 1996-11-05 | 1999-03-02 | Knotts; Stephen Eric | Shock isolator and absorber apparatus |
US6273007B1 (en) * | 1999-03-18 | 2001-08-14 | Karl Alizade | Modular security safe panels and method of manufacturing same |
US6402613B1 (en) * | 2001-02-21 | 2002-06-11 | David B. Teagle | Portable environmental control system |
US20050144900A1 (en) * | 2003-12-17 | 2005-07-07 | Gerald Hallissy | Blast resistant prefabricated wall units |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9316782U1 (en) * | 1993-11-03 | 1994-01-20 | Ddt Drehtainer Technologie Tra | Pallet for containers |
WO2003004958A2 (en) * | 2001-06-30 | 2003-01-16 | Drehtainer Technologie Transfer Gmbh | Passenger or armored vehicle or recreation room protected against mines |
DE10308120A1 (en) * | 2002-03-02 | 2003-11-13 | Drehtainer Technologie Transfe | Container, for the protection of personnel and equipment against mines, has a lower base plate covering the whole floor area to support a mineral wool layer and a number of floor plate sections |
DE20210749U1 (en) * | 2002-07-17 | 2003-11-27 | Drehtainer Technologie Transfer Gmbh | Protected passenger vehicle or lounge |
DE20211352U1 (en) * | 2002-07-27 | 2003-12-11 | Drehtainer Technologie Transfer Gmbh | Method for fitting pallet into container has alignment guides at the front sides of the pallet and with a lifting frame at the rear of the pallet |
-
2005
- 2005-02-11 EP EP05715306A patent/EP1713990A1/en not_active Withdrawn
- 2005-02-11 CA CA002555478A patent/CA2555478A1/en not_active Abandoned
- 2005-02-11 US US10/590,667 patent/US20070044390A1/en not_active Abandoned
- 2005-02-11 AU AU2005212603A patent/AU2005212603A1/en not_active Abandoned
- 2005-02-11 WO PCT/EP2005/001410 patent/WO2005078214A1/en active Application Filing
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2055000A (en) * | 1935-08-12 | 1936-09-22 | Bacigalupo Joseph | Building construction |
US5477797A (en) * | 1990-12-05 | 1995-12-26 | Stuart; William | Watercraft hull modification |
US5433045A (en) * | 1991-08-01 | 1995-07-18 | Kajima Corporation | Vertical vibration control device |
US5462141A (en) * | 1993-05-07 | 1995-10-31 | Tayco Developments, Inc. | Seismic isolator and method for strengthening structures against damage from seismic forces |
US5862639A (en) * | 1993-12-20 | 1999-01-26 | R.A.R. Consultants Ltd. | Earthquake, wind resistant and fire resistant pre-fabricated building panels and structures formed therefrom |
US5875875A (en) * | 1996-11-05 | 1999-03-02 | Knotts; Stephen Eric | Shock isolator and absorber apparatus |
US6273007B1 (en) * | 1999-03-18 | 2001-08-14 | Karl Alizade | Modular security safe panels and method of manufacturing same |
US6402613B1 (en) * | 2001-02-21 | 2002-06-11 | David B. Teagle | Portable environmental control system |
US20050144900A1 (en) * | 2003-12-17 | 2005-07-07 | Gerald Hallissy | Blast resistant prefabricated wall units |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10443260B2 (en) * | 2012-05-02 | 2019-10-15 | United States Of America As Represented By The Secretary Of The Army | Modular anti-ballistic, blast and forced entry resistant shelter system |
US20190368215A1 (en) * | 2012-05-02 | 2019-12-05 | United States Of America As Represented By The Secretary Of The Army | Modular anti-ballistic shelter system |
US10858855B2 (en) * | 2012-05-02 | 2020-12-08 | United States Of America As Represented By The Secretary Of The Army | Modular anti-ballistic shelter system |
CN104153608A (en) * | 2014-06-17 | 2014-11-19 | 杜斌 | Detonator storage warehouse |
Also Published As
Publication number | Publication date |
---|---|
AU2005212603A1 (en) | 2005-08-25 |
EP1713990A1 (en) | 2006-10-25 |
WO2005078214A1 (en) | 2005-08-25 |
CA2555478A1 (en) | 2005-08-25 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: DREHTAINER GMBH SPEZIAL CONTAINER-UND FAHRZEUBAU, Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:MEYER, HELMUT;REEL/FRAME:018360/0130 Effective date: 20060814 |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |