US3196764A - Reinforced concrete highway structures - Google Patents

Reinforced concrete highway structures Download PDF

Info

Publication number
US3196764A
US3196764A US120460A US12046061A US3196764A US 3196764 A US3196764 A US 3196764A US 120460 A US120460 A US 120460A US 12046061 A US12046061 A US 12046061A US 3196764 A US3196764 A US 3196764A
Authority
US
United States
Prior art keywords
box
concrete
deck
flanges
highway
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.)
Expired - Lifetime
Application number
US120460A
Inventor
Conrad J Grieder
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US120460A priority Critical patent/US3196764A/en
Application granted granted Critical
Publication of US3196764A publication Critical patent/US3196764A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/50Removable forms or shutterings for road-building purposes; Devices or arrangements for forming individual paving elements, e.g. kerbs, in situ
    • E01C19/502Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes
    • E01C19/504Removable forms or shutterings, e.g. side forms; Removable supporting or anchoring means therefor, e.g. stakes adapted to, or provided with, means to maintain reinforcing or load transfer elements in a required position

Definitions

  • the primary object of the invention is to provide a metal box which is easily and quickly adjustable so as to conform to the level of the deck of a road and which can be speedily placed in position and secured to the forms so as to permit the completion of the rough work before the concrete pour of the light standard around the box and which also functions as a form for the pour, means being provided to securely anchor the adjusted box in the concrete so poured, and to facilitate the use of electrical conduits and connections, and provides space for electrical ballasts used in connection with the usual type highway lamps.
  • FIG. 1 is a somewhat diagrammatic cross-sectional view illustrating the positions of the light standards and the location of the boxes therein.
  • FIG. 2 is a cross-sectional view showing fragment of the deck of the highway and the form for pouring the concrete and showing the box in position anchored to the reinforcing elements of the concrete.
  • FIG. 3 is a cross-sectional view of the standard and a fragment of the road showing the concrete poured around the box.
  • FIG. 4 is a perspective view of the adjustable box.
  • FIG. 5 is a longitudinal sectional view of the box showing the adjusting means of the same and the temporary cover in position
  • FIG. 6 is a cross-sectional View of the box.
  • the usual highway construction has a deck 1 for any suitable number of lanes for automobile travel.
  • On the marginal or walk portion 2 along each edge of this highway are provided, suitably spaced from one another, electric light posts 3, each of which is supported on a concrete standard 4.
  • electric light posts 3 each of which is supported on a concrete standard 4.
  • each standard 4 is provided an enclosure 6 with suit able removable cover '7 whereby access can be gained to the various joints, electrical connections and electrical ballasts supplying electricity to the lights 3.
  • one or more electrical conduits 8 extend from the connections in the box 6 through the standard 4 which are connected in the usual manner to the electrical conduits of the light.
  • Each electric light post 3 is supported on suitable mounting bolts 9 extending from each concrete standard 4.
  • the improvement of the present is the provision of the particular type of adjustable box 6 to be imbedded in the concrete base.
  • the box 6 includes an outer or base portion 14 into which is adjustably telescoped a top portion 16 as particularly shown in FIG. 4.
  • the base portion 14 has sides 17 and ends 18 provided with suitable knock-outs 19 for holes in suitable positions for the electrical conduits to be joined in the box 6.
  • the positions of the knock-outs 19 are such that they are uncovered by the telescopic top portion 16 even in the lowermost position of said top portion.
  • From the lower edges of the base portion 14 extend outwardly base flanges 21 provided with suitable fastening holes 22. These flanges 21 are of sufficient width to permit the application of suitable tools for shooting the usual concrete nails through the holes 22 to fasten the base portion 14 of the box 6 to the concrete deck of the margin portion 2 of the highway 1.
  • suitable flanges 23 extend out- Wardly from the upper edges of the base portion 14 parallel with the lower flanges 21 for added reinforcement and securing to the concrete, but these upper flanges 23 are narrower than the lower flanges 21.
  • the base portion 14 is open both at its bottom and at its top.
  • the upper portion 16 of the box 6, which is also the inner portion, telescopes into the lower or base portion 14, has sides 24 and ends 26 and is of a rectangular shape so as to slidably fit into the rectangular base portion 14-.
  • In the opposite sides 24 of the upper portion 16 are provided vertically elongated slots 27 spaced from one another which are slidable over screws 28 threaded into the respective sides 17 of the base portion 14.
  • a gusset plate 31 with a suitable screw hole 32 in each corner thereof for fastening the removable cover '7 in position.
  • each end 26 of the top box portion 16 there is a downwardly and outwardly inclined anchor flange 33 provided with suitable holes 34 for fastening the same to the form or reinforcement in the position where the box is used.
  • This flange 33 is the lower portion or skirt of an element of a generally U-shaped cross-section welded under the end flange and to the end 2d of the top box portion 16 as shown in FIG. 4 and FIG. 5. In this manner the top flanges 29 of the box are also suitably reinforced.
  • each or" the longitudinal side flanges 29 of the top portion 16 there is also a reinforcing angle iron 36 welded in position from which extend, downwardly and outwardly, anchor hooks 37' each with an outward hook flange .38 and suitable anchor holes 39 for fastening to the form or to the reinforcing bars to hold the box in position.
  • the vertical end edges of the ends 13 of the lower box portion 1 are also turned over to the adjacent sides to form securing flanges 41 and reinforce the corners of the outer or base box portion 14.
  • the box 6 is placed upon the deck in suitable position as shown in FIG. 2.
  • the anchoring flanges 33 and 37 respectively are secured an anchored to the reinforcements or to the form.
  • the electrical connecting tubes for the electrical conduits are then connected.
  • the top portion 116 is tilted to a suitable angle and inclined to conform to the level of the deck and then the screws 25 are tightened to hold the top box portion in the adjusted position.
  • a temporary cover is placed over the box so as to allow the pouring of the concrete without spilling any of the concrete into the box.
  • the base flanges 21 are bolted to the deck as heretofore described.
  • the forms 11 and 12 and reinforcing members 13 are in position, the rough work is completed and then the concrete is poured around the box.
  • the forms are removed leaving the box in position as shown in FIG. 3, permanently fixed in suitable position and at suitable level.
  • the temporary cover is removed and the permanent cover 7, suitably marked, is placed in position.
  • the herein structure allows the electrical contractor to permanently ground the conduits into a permanent position without using other m chanical binders or grounds.
  • the box top portion 16 is adjustable to various angles, both longitudinally and laterally, and eliminates cutting the box to a height or angle as it was necessary with concrete boxes heretofore used.
  • the electrical contractor can complete his rough work before the concrete is poured; the box is much lighter than the heretofore used concrete boxes and it does eliminate waste through breakage, and makes a clean, effective grounded installation resulting in a more economical ultimate installation than heretofore accomplished.
  • the base portion 1.4 is made of galvanized metal and is provided with suflicient knockouts to make it flexible for various positions.
  • the use of the box herein described permits the placing of the box immediately adjacent to the standard or post instead of at a remote point from the standard and avoids the necessity for other complicated electrical conduits heretofore used.
  • the top portion 16 is also made of galvanized i metal or the like, and is reinforced to a double thickness at the flanges for positively preventing the box from collapsing.

Description

y 7, 1965 c. J. GRIEDER 3,196,764
REINFORCED CONCRETE HIGHWAY STRUCTURES Filed May 22. 1961 5 Sheets-Sheet 1 ffi ES\[ ATTORNEY y 1965 c. J; GRIEDER 3,196,764
REINFORCED CONCRETE HIGHWAY STRUCTURES Filed May 22. 1961 :s Sheets-Sheet 2 INVENTOR. CONRAD J. GR/EDER ATTORNEY July 27, 1965 c. J. GRIEDER REINFORCED CONCRETE HIGHWAY STRUCTURES 5 Sheets-Sheet 3 Filed y 22, 1961 INVENTOR. CONRAD J. GR/EDER BY United States Patent ce 3,196,764 REKNFGRQZED QONCRETE HJIGHWAY STRUCTURES Conrad .l. Grieder, 423 Tehama St, San Francisco, Calif. Filed May 22, 1961, Ser. No. 120,460 1 Claim. (Cl. 594-451) This invention relates to adjustable structural boxes for electrical connections in reinforced concrete highway structures.
In present highway work after the deck of the highway or road is constructed, usually electric light standards are provided along the margins of the highway. These electric standards are supported on concrete bases which also require boxes where the electrical connections and joints and electrical ballasts are accessible. Heretofore concrete boxes were provided which had the disadvantage that they did not permanently ground the conduits and which had to be cut to size to fit each installation so as to be level with respect to the deck of the highway and which were of considerable Weight, difficult to handle and involved considerable breakage, and wherein the fastening inserts frequently became loose.
The primary object of the invention is to provide a metal box which is easily and quickly adjustable so as to conform to the level of the deck of a road and which can be speedily placed in position and secured to the forms so as to permit the completion of the rough work before the concrete pour of the light standard around the box and which also functions as a form for the pour, means being provided to securely anchor the adjusted box in the concrete so poured, and to facilitate the use of electrical conduits and connections, and provides space for electrical ballasts used in connection with the usual type highway lamps.
I am aware that some changes may be made in the general arrangements and combinations of the several devices and parts, as well as in the details of the construction thereof Without departing from the scope of the present invention as set forth in the following specification, and as defined in the following claim; hence I do not limit my invention to the exact arrangements and combinations of the said device and part as described in the said specification, nor do I confine myself to the exact details of the construction of the said parts, as illustrated in the accompanying drawings.
With the foregoing and other objects in view, which will be made manifest in the following detailed description, reference is had to the accompany drawings for the illustrative embodiment of the invention, wherein:
FIG. 1 is a somewhat diagrammatic cross-sectional view illustrating the positions of the light standards and the location of the boxes therein.
FIG. 2 is a cross-sectional view showing fragment of the deck of the highway and the form for pouring the concrete and showing the box in position anchored to the reinforcing elements of the concrete.
FIG. 3 is a cross-sectional view of the standard and a fragment of the road showing the concrete poured around the box.
FIG. 4 is a perspective view of the adjustable box.
FIG. 5 is a longitudinal sectional view of the box showing the adjusting means of the same and the temporary cover in position, and
FIG. 6 is a cross-sectional View of the box.
As shown in FIG. 1, in outline, the usual highway construction has a deck 1 for any suitable number of lanes for automobile travel. On the marginal or walk portion 2 along each edge of this highway are provided, suitably spaced from one another, electric light posts 3, each of which is supported on a concrete standard 4. At the base dd iifihll Fatented July 2?, l$5
of each standard 4 is provided an enclosure 6 with suit able removable cover '7 whereby access can be gained to the various joints, electrical connections and electrical ballasts supplying electricity to the lights 3.
As shown in FIGS. 2 and 3, one or more electrical conduits 8 extend from the connections in the box 6 through the standard 4 which are connected in the usual manner to the electrical conduits of the light. Each electric light post 3 is supported on suitable mounting bolts 9 extending from each concrete standard 4.
In order to form such concrete standard and bases the usual forms 11 are built to outline the concrete standard as well as forms 12 to outline the concrete base poured around the box 6. Usually reinforced concrete is used and there are spaced reinforcing bars 13 suitably supported in the form 2, to which the box 6 is anchored in the manner hereinafter described.
The improvement of the present is the provision of the particular type of adjustable box 6 to be imbedded in the concrete base.
The box 6 includes an outer or base portion 14 into which is adjustably telescoped a top portion 16 as particularly shown in FIG. 4. The base portion 14 has sides 17 and ends 18 provided with suitable knock-outs 19 for holes in suitable positions for the electrical conduits to be joined in the box 6.
The positions of the knock-outs 19 are such that they are uncovered by the telescopic top portion 16 even in the lowermost position of said top portion. From the lower edges of the base portion 14 extend outwardly base flanges 21 provided with suitable fastening holes 22. These flanges 21 are of sufficient width to permit the application of suitable tools for shooting the usual concrete nails through the holes 22 to fasten the base portion 14 of the box 6 to the concrete deck of the margin portion 2 of the highway 1. Also suitable flanges 23 extend out- Wardly from the upper edges of the base portion 14 parallel with the lower flanges 21 for added reinforcement and securing to the concrete, but these upper flanges 23 are narrower than the lower flanges 21. The base portion 14 is open both at its bottom and at its top.
The upper portion 16 of the box 6, which is also the inner portion, telescopes into the lower or base portion 14, has sides 24 and ends 26 and is of a rectangular shape so as to slidably fit into the rectangular base portion 14-. In the opposite sides 24 of the upper portion 16 are provided vertically elongated slots 27 spaced from one another which are slidable over screws 28 threaded into the respective sides 17 of the base portion 14. Thus by suitably sliding the respective slots 27 over the respective screws 28 and then by tightening the screws 28 the slant or incline of the upper box portion 16 can be so adjusted that it conforms to the level of the deck. The clearance between the top portion and base portion is so determined as to permit both lateral and longitudinal tilting adjustment.
On the top edges of the sides 24- and ends 26 of the upper portion 16 are outwardly extended flanges 29. In each corner at the top of the top box portion 16 is provided a gusset plate 31 with a suitable screw hole 32 in each corner thereof for fastening the removable cover '7 in position.
On the outside of each end 26 of the top box portion 16 there is a downwardly and outwardly inclined anchor flange 33 provided with suitable holes 34 for fastening the same to the form or reinforcement in the position where the box is used. This flange 33 is the lower portion or skirt of an element of a generally U-shaped cross-section welded under the end flange and to the end 2d of the top box portion 16 as shown in FIG. 4 and FIG. 5. In this manner the top flanges 29 of the box are also suitably reinforced. Along each or" the longitudinal side flanges 29 of the top portion 16 there is also a reinforcing angle iron 36 welded in position from which extend, downwardly and outwardly, anchor hooks 37' each with an outward hook flange .38 and suitable anchor holes 39 for fastening to the form or to the reinforcing bars to hold the box in position.
The vertical end edges of the ends 13 of the lower box portion 1 are also turned over to the adjacent sides to form securing flanges 41 and reinforce the corners of the outer or base box portion 14.
In operation, the box 6 is placed upon the deck in suitable position as shown in FIG. 2. The anchoring flanges 33 and 37 respectively are secured an anchored to the reinforcements or to the form. The electrical connecting tubes for the electrical conduits are then connected. The top portion 116 is tilted to a suitable angle and inclined to conform to the level of the deck and then the screws 25 are tightened to hold the top box portion in the adjusted position. A temporary cover is placed over the box so as to allow the pouring of the concrete without spilling any of the concrete into the box. The base flanges 21 are bolted to the deck as heretofore described. Then as the forms 11 and 12 and reinforcing members 13 are in position, the rough work is completed and then the concrete is poured around the box. Finally the forms are removed leaving the box in position as shown in FIG. 3, permanently fixed in suitable position and at suitable level. Then the temporary cover is removed and the permanent cover 7, suitably marked, is placed in position.
The herein structure allows the electrical contractor to permanently ground the conduits into a permanent position without using other m chanical binders or grounds.
The box top portion 16 is adjustable to various angles, both longitudinally and laterally, and eliminates cutting the box to a height or angle as it was necessary with concrete boxes heretofore used. The electrical contractor can complete his rough work before the concrete is poured; the box is much lighter than the heretofore used concrete boxes and it does eliminate waste through breakage, and makes a clean, effective grounded installation resulting in a more economical ultimate installation than heretofore accomplished. The base portion 1.4 is made of galvanized metal and is provided with suflicient knockouts to make it flexible for various positions. The use of the box herein described permits the placing of the box immediately adjacent to the standard or post instead of at a remote point from the standard and avoids the necessity for other complicated electrical conduits heretofore used. The top portion 16 is also made of galvanized i metal or the like, and is reinforced to a double thickness at the flanges for positively preventing the box from collapsing.
These boxes have long life and they accomplish great savings of time, labor and afford safety of operation over previous arrangements and devices heretofore used in such situations.
I claim:
In the method of erecting a concrete standard including a joint box for a light on the top of the deck of the margin of a roadway, the steps of (a) building a form on the top of the deck of the road to outline the standard and including a form for a joint box on one side of the standard form,
(b) placing reinforcing elements within said forms,
(c) placing a joint box of vertically telescopic lower and upper sections in the form for the joint box,
(d) fixedly securing the bottom of the lover section of the box to the deck of the road within said form,
(e) adjusting the telescoping top section of the box laterally and longitudinally on the bottom section so as to align the top edges thereof with the level of the top of the form for the joint box and securing said top section to said reinforcing elements,
(f) connecting conduits to knockout hoies of said bottom section,
(g) placing a temporary cover on the top of said top section,
(h) pouring concrete into the entire form and allowing it to set, I (i) and replacing the temporary lid with a detachable permanent lid on the joint box.
References Cited lry the Examiner UNITED STATES PATENTS 329,342 10/ Sutton 9431 993,244 5/11 Hansbrough c- 94-31 1,265,395 5/18 Seipp 9428 1,863,115 6/32 Heltzel 94-8 2,445,197 7/ 48 Wiesmann 9434 X 2,707,221 4/55 Frank 17450 X 2,761,423 9/ 5 6 Heidler 220-48 2,93 8,437 5/60 Daley 943 1.1 2,963,826 12/60 Snider 174--57 CHARLES E. OCONNELL, Primary Examiner.
JACOB L. NACKENOFF, Examiner.
US120460A 1961-05-22 1961-05-22 Reinforced concrete highway structures Expired - Lifetime US3196764A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US120460A US3196764A (en) 1961-05-22 1961-05-22 Reinforced concrete highway structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US120460A US3196764A (en) 1961-05-22 1961-05-22 Reinforced concrete highway structures

Publications (1)

Publication Number Publication Date
US3196764A true US3196764A (en) 1965-07-27

Family

ID=22390438

Family Applications (1)

Application Number Title Priority Date Filing Date
US120460A Expired - Lifetime US3196764A (en) 1961-05-22 1961-05-22 Reinforced concrete highway structures

Country Status (1)

Country Link
US (1) US3196764A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3530627A (en) * 1968-07-10 1970-09-29 Gen Electric Trench header duct system
US3640399A (en) * 1970-03-12 1972-02-08 Thermalloy Inc Printed circuit card rack
US4124324A (en) * 1978-01-16 1978-11-07 Indian Head Inc. Modular cable trench system
US5921509A (en) * 1997-07-03 1999-07-13 Americon International Corporation Apparatus for suspending conduit

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US329342A (en) * 1885-10-27 Geoege d
US993244A (en) * 1910-03-16 1911-05-23 George W Hansbrough Metallic curb and gutter.
US1265395A (en) * 1915-11-17 1918-05-07 Henry C Seipp Sidewalk-light and other like constructions.
US1863115A (en) * 1927-11-18 1932-06-14 John N Heltzel Concrete road building structure
US2445197A (en) * 1944-09-09 1948-07-13 Robertson Co H H Wire distributing apparatus
US2707221A (en) * 1952-10-22 1955-04-26 Benjamin E Frank Adjustable switch frames and plaster rings
US2761423A (en) * 1952-09-26 1956-09-04 Jacob L Heidler Liquid container
US2938437A (en) * 1958-05-22 1960-05-31 Bernard J Daley Surface drainage receivers
US2963826A (en) * 1957-07-31 1960-12-13 Snider Walter Karl Wiring construction for concrete floors or the like

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US329342A (en) * 1885-10-27 Geoege d
US993244A (en) * 1910-03-16 1911-05-23 George W Hansbrough Metallic curb and gutter.
US1265395A (en) * 1915-11-17 1918-05-07 Henry C Seipp Sidewalk-light and other like constructions.
US1863115A (en) * 1927-11-18 1932-06-14 John N Heltzel Concrete road building structure
US2445197A (en) * 1944-09-09 1948-07-13 Robertson Co H H Wire distributing apparatus
US2761423A (en) * 1952-09-26 1956-09-04 Jacob L Heidler Liquid container
US2707221A (en) * 1952-10-22 1955-04-26 Benjamin E Frank Adjustable switch frames and plaster rings
US2963826A (en) * 1957-07-31 1960-12-13 Snider Walter Karl Wiring construction for concrete floors or the like
US2938437A (en) * 1958-05-22 1960-05-31 Bernard J Daley Surface drainage receivers

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3530627A (en) * 1968-07-10 1970-09-29 Gen Electric Trench header duct system
US3640399A (en) * 1970-03-12 1972-02-08 Thermalloy Inc Printed circuit card rack
US4124324A (en) * 1978-01-16 1978-11-07 Indian Head Inc. Modular cable trench system
US5921509A (en) * 1997-07-03 1999-07-13 Americon International Corporation Apparatus for suspending conduit

Similar Documents

Publication Publication Date Title
US3316721A (en) Tensioned retaining wall for embankment
US3219308A (en) Form locator
US3696177A (en) Method for forming concrete box culverts and the like
US3695153A (en) Drainage catch basins
US3858614A (en) Cable trough
US5186874A (en) Method for casting stairs within pools
US1447942A (en) Foundation pier
US2809414A (en) Form for concrete curb openings
US3196764A (en) Reinforced concrete highway structures
US3626648A (en) Bridge deck form hanger
US2081380A (en) Brick veneering structure
US3250190A (en) Method and apparatus for installing manhole cover frames
US3355897A (en) Method and apparatus for monolithic casting of swimming pools or tanks
US3389646A (en) Curb and gutter slip form
US20070056226A1 (en) Modular buttress foundation
JP2007107234A (en) Side ditch equipment for drainage
US6422788B1 (en) Headwall for drain pipe
US2265871A (en) Bridge and culvert form
US3652046A (en) Step bracket
US2817137A (en) Adjustable hood
US1916796A (en) Road rail form
CN208633670U (en) One kind can have enough to meet the need multi-functional enclosing structure
US3755983A (en) Bridge deck form hanger
US3012300A (en) Form for concrete shelter
US2845683A (en) Structural form