US2215653A - Dowel plate joint and support - Google Patents

Dowel plate joint and support Download PDF

Info

Publication number
US2215653A
US2215653A US279485A US27948539A US2215653A US 2215653 A US2215653 A US 2215653A US 279485 A US279485 A US 279485A US 27948539 A US27948539 A US 27948539A US 2215653 A US2215653 A US 2215653A
Authority
US
United States
Prior art keywords
joint
plate
dowel
road
base
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
US279485A
Inventor
Robert R Robertson
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 US279485A priority Critical patent/US2215653A/en
Application granted granted Critical
Publication of US2215653A publication Critical patent/US2215653A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14Dowel assembly ; Design or construction of reinforcements in the area of joints

Definitions

  • the present invention pertains to concrete road joints and more particularly to contraction and center joints of the dowel plate type and improved means for supporting the joint on a road I subgrade, said means or joint supports arranged at predetermined spaced intervals along the joint and including a dowel plate engaging and holding section supported on leg members engageable in a base which includes a support for receiving the lower margin of the lower body plate forming part of the road joint.
  • said support being formed to engage the dowel plate and both the upper and lower dividing or body plates of the joint for supporting the same in position upon a road subgrade in proper position for embedding in concrete.
  • Another object of the invention is to provide a support for a dowel plate type of road joint, said support consisting of a base or shoe for the reception of the lower margin of the joint dividing plate, said shoe also being formed to receive the feet of supporting legs which are integral with either a connecting brace or with bridge pieces which project through the upper dividingplate of the joint and engage around opposite marginal edges of the joint dowel plate to brace the same in place.
  • Figure 1 is a fragmentary side elevation of a concrete road joint supported in position by inf-" '5 proved supports embodying the principles of this invention.
  • Figure 2 is an enlarged fragmentary top plan View of a portion of the joint shown in Figure '1 and illustrating the top of one of the improved 10 supports.
  • Figure 3 is an enlarged transverse sectional View taken on line IIIIII of Figure 1.
  • Figure 4 is a fragmentary top plan view of a modified form of joint holder including a pair of 15 clamping brackets.
  • Figure 5 is a fragmentary detail section of the modified holder taken on line V-V of Figure 4 showing the upper portion of one of the bracket members engaged on the joint dowel plate.
  • a dowel-"30 plate contraction joint mechanism is illustrated in Figure 1 and is supported upon a road subgrade transversely of the road by means of a plurality of the improved joint supporting units of this invention. 5
  • the joint mechanism which is to be supported in position by the improved supports, is of thedowel plate contraction type and comprises a main body portion consisting of an upper dividing plate I, the lower portion of which is stamped" 40 out or cut to provide a plurality of tapered flanges of gripping members 2 which are alternately deflected outwardly in opposite directions at substantially right angles to the upper plate 5 to provide a staggered flange arrangement leaving 45 spaces between the flanges 2 on each side of the upper dividing plate i.
  • spaced openings or notches 3 are provided which extend from the line of deflection of the flanges 2 upwardly toward the upper edge of the upper dividing plate I to form separated sections or panels 4 between said openings.
  • flanges or gripping members 6 of the lower dividing plate 5 are arranged to be posh tioned beneath the spaces between the upper flanges 2.
  • a transverse seal or dowel plate 1 which forms the middle portion of the joint.
  • the staggered flanges 2 of the top dividing plate i of the joint seat against the top surface of the dowel plate l' while the staggered flanges 6 of the lower dividing plate 5 seat against the bottom surface of the dowel plate l beneath the spaces between the flanges 2.
  • This arrangement positions the flanges and 6 diagonally with respect to one another on opposite sides of the dowel plate I.
  • the ends of the upper and lower flanges 2 and i5 respectively bent downwardly and upwardly around the margins of the dowel plate and form gripping clips or clamps 6 which grip against opposite surfaces of the longitudinal portion of the dowel plate 1 to securely hold the plate members of the joint unit in assembled relation ready for use.
  • the joint unit also includes a continuous metal top cap 9 of U-shaped cross section which is engaged over the top margin of the upper dividing plate I and extends throughout the length of the joint and is left in position until after the pouring of concrete.
  • the cap 9 is removed to leave a top opening in the joint which is adapted to be filled with a filling of a bituminous material.
  • joint unit For the purpose of properly. supporting the joint unit in place transversely upon the road subgrade prior to the pouring of concrete, said joint unit is held supported in position by a plurality of selectively spaced supporting units which are positioned to extend across the joint.
  • Each of the improved supports comprises a base plate or shoe IE, constructed of sheet metal or 7 other suitable material.
  • the end margins of the base plate ii] are bent upwardly and inwardly to provide U-shaped pockets ll, As shown in Figure 2, the base plate or shoe it is provided with diagonally positioned openings or apertures l2 for receiving pins or pegs for securing the base of the support on the road subgrade in a selected position.
  • the middle portion of the base plate or shoe I0 is bent upwardly and downwardly several times to form a transverse middle or intermediate plate holder l3 consisting of two upwardly projecting loop portions and an intermediate downwardly projecting loop portion in which the lower margin of the joint dividing plate 5 is adapted to be seated for holding the joint unit in position on a road subgrade prior to the pouring of concrete to form the road.
  • the joint holding support includes an upper section adapted to be supported upon the base section or shoe l0, said upper support section comprising a pair of grooved or channel-shaped legs M the lower end of each of which is twisted and extends outwardly at an angle toform a fiat mounting foot'or flange l5 adapted to be slidably inserted the joint is a bottom dividing plate the upper in one of the base or shoe pockets H to hold the lower end of the supporting legs 14 in position and to prevent the same from sliding outwardly beyond a certain distance with respect to the base or shoe ill.
  • the upper ends of the two inclined brace legs I4 are integrally connected by means of a connecting plate or bridge piece 16 the end portions of which are rounded to form channel-shaped pockets or loops ll between the bridge piece It and the upper ends of the legs M as clearly illustrated in Figure 3 to permit the side pockets of the bridge piece to engage around the opposite longitudinal margins of the dowel plate I forming part of the joint unit.
  • the upper sections of the support are mounted in position by inserting one of the legs through a selected opening 3 of the top dividing plate I after which the supporting feet l5 of the support top section are slidably engaged in the receiving pockets or sockets ll of the base 10.
  • a series of the improved joint unit supports are placed in position at spaced intervals on the road subgrade transversely of the location where the joint is to be formed so that the joint forming unit may be securely positioned upon the road subgrade transversely of the road in a selected location ready for the pouring of concrete to form the concrete road.
  • the improved contraction and center joint unit supports engage beneath and project through the joint forming unit and engage the lower joint dividing plate and the transversely disposed dowel plate and also project through the openings 3 in the top dividing plate of the joint unit. Attention is also called to the springlike action of the bridge members l6 and ll of each of the upper support sections, permitting the supporting legs M of the supports to be sprung outwardly away from one another, so that when the upper support section is placed upon the base section ID, the supporting feet I5 of the leg members are adapted to spring or be forced into the sockets or pockets ll of the base plate H] to hold the top support section braced in position.
  • Figures 4 and 5 illustrate a modified form of a joint holder comprising a base plate l8 having two margins thereof cut and formed to provide offset or staggered arched straps or pockets l9.
  • the base plate I8 is also formed with a joint holder, similar to the holder l3 shown in Figure 3, for receiving the lower plate 5 of a contraction joint.
  • each of the modified forms of joint holders includes a pair of offset, reversed and staggered bracket members or spring-like bridge sections, each comprising a single leg 2%! the lower end of which is formed with a flange or foot 2i for insertion into one of the base plate pockets or straps IS.
  • the upper end of the leg 28 has integrally formed thereon a bridge piece or brace arm 22v including a wide end which is bent to form a channel-shaped pocket or loop 23 for engagement over one longitudinal margin of the joint dowel plate 1.
  • the opposite end of the brace arm 22 is of reduced width and normally has the free endthereof bent at an angle to form a finger piece 2% as illustrated in dotted lines in Figure 5.
  • the spring-'likeloop' 23 permits the clampingarm 22 to beinserted through one of the upper joint plate openings 3.
  • the clamping arm is thus positioned to extend through the joint with the loop 23 clamped around one margin of the dowel plate 1.
  • the arm 22 is thus engaged over the top of the dowel plate, and the finger piece 24 is then bent downwardly and inwardly to hook around the opposite margin of the dowel plate 7.
  • a second bracket member is then engaged through the joint from the oppositedirection to clamp around the dowel plate, as illustrated in Figure 4, to hold the joint unit braced in position at spaced intervals along the joint.”
  • a road joint forming mechanism for embedding between adjacent concrete road slabs, said joint forming mechanism comprising a transverse dowel plate, upper and lower dividing plates disposed on opposite sides of the dowel plate, gripping members integrally formed on the dividing plates and alternately engaging around opposite longitudinal margins of the dowel plate, and a plurality of spaced supports for the joint forming mechanism, said supports each comprising a base shoe for receiving and supporting the lower dividing plate, and a top section projecting through the upper dividing plate and engaging around the dowel plate and including supporting members interfitting with the base shoe.
  • a road joint forming mechanism for embedding between adjacent concrete road slabs, said joint forming mechanism comprising a transverse dowel plate, upper and lower joint dividing plates disposed in substantially the same plane above and below the dowel plate, said upper and lower dividing plates having openings therein adjacent the dowel plate, and a plurality of supporting units for the road forming mechanism, each of said supporting units comprising a base shoe having the ends thereof shaped toform pockets, a plate holder formed on the base plate for receiving the lower plate, a bridge piece extending transversely over the dowel plate and projecting through an opening in the upper dividing plate, U-shaped portions formed on the ends of the bridge plate and engaged around opposite longitudinal margins of the dowel plate, supporting legs integrally connected with the U- shaped portions of the bridge plate, and feet integrally formed on the lower ends of the legs and engaged in the pockets of the base shoe.
  • a road joint forming mechanism for embedding between concrete road slabs comprising upper and lower dividing plates, a dowel plate disposed transversely therebetween, means integral with each of the dividing plates for gripping around the opposite longitudinal margins of the dowel plate, and a plurality of supports each engaged beneath and also projecting through the joint forming mechanism to support the same in place for embedding between the concrete road slabs.
  • a road joint forming mechanism for embedding between concrete road slabs comprising upper and lower dividing plates, a dowel plate separating the dividing plates, gripping means on the dividing plates for engaging opposite margins of the dowel plate to hold the same in position, and a plurality of supports engaged beneath and projecting through the joint forming mechanism for supporting the same in place for embedding between concrete road slabs, said supports each comprising a lower base section positioned to project across the joint beneath the road slabs, and including a holder for receiving the lower dividing plate of the joint forming mechanism, and springlike upper means projecting through the joint forming mechanism above the dowel plate, and including supporting members interfitting the base section.
  • a road joint forming mechanism for embedding between concrete road slabs, said joint forming mechanism comprising a dividing plate section, a dowel plate section projecting therethrough, a plurality of supporting base sections having means formed thereon for receiving the" dividing plate section seated therein, and springlike bridge sections projecting through the dividing section and engaging the dowel plate section and said supporting base section.
  • a road joint forming mechanism for embedding between concrete road slabs, said joint forming mechanism comprising a dowel plate, upper and lower apertured dividing plates gripped around opposite margins of the dowel plate to hold the same connected to the dividing plates, and a plurality of spaced supports for holding the joint forming mechanism in position, each of said supports comprising a base shoe having receiving pockets formed thereon and a plate holder formed intermediate the ends thereof for receiving the lower dividing plate of the joint forming mechanism, said supports also including a dowel plate supporting section including bridge means projecting over the dowel plate and through the upper dividing plate, and legs formed on the bridge means on opposite sides of the lower dividing plate and having the lower ends resting on the base shoe and projecting into the pockets thereof.
  • each of said supports comprising an apertured base plate having receiving pockets formed thereon and having a plate receiving holder formed intermediate the ends thereof, and an upper support section releasably engaged in the pockets of the base plate and including looped gripping means projecting through the joint' forming mechanism and engaged around opposite longitudinal margins of the dowel plate of said mechanism.
  • a contraction and center joint support comprising a base plate having the ends thereof formed to provide receiving pockets and having the intermediate portions thereof shaped to provide a plate receiving holder, and an upper support section on the base section and including a pair of legs having integral feet supported on the base section and projecting into said pockets, and
  • a looped gripping means integral with the upper ends of the supporting legs.
  • a contraction and center joint support comprising a base plate having the ends thereof bent upwardly and inwardly to provide receiving pockets and having the intermediate portion looped to provide a plate holder, and a top section above the base plate, said top section comprising a looped bridge piece, channel-shaped legs integrally formed thereon and projecting downwardly and outwardly in opposite directions, and feet formed on said legs seated upon the base plate and projecting into the base plate pockets.
  • each of said supports comprising a joint supporting base section, and a joint gripping upper section projecting through the joint forming mechanism and sprung into engagement with the base section of the support.
  • a road joint forming mechanism including in combination a plurality of supports each comprising an apertured base plate, end pockets integrally formed thereon, a plate holder integrally formed intermediate the ends of the base plate, a bridge plate, looped portions integrally formed on the ends of the bridge plate, supporting legs integrally connected with the looped portions of the bridge plate, and feet integrally formed on the legs and projecting into the pockets of the base plate.
  • a road joint forming mechanism including in combination a plurality of supports each of which consists of a base having a plate holder and pockets integrally formed thereon and an upper section projecting through the joint forming mechanism and including supporting legs resting on the base plate and expandible into the pockets of said base plate.
  • a dowel plate joint support comprising a bridge piece, a pair of legs, spring-like members integrally connecting the bridge piece with said legs, feet formed on said legs, and a base plate having the ends thereof formed to receive the feet.
  • a dowel plate road joint support comprising a base plate provided with receiving pockets and formed with a plate holder, and a top section above the base plate comprising a pair of reversed staggered brace members engaged in the base plate pockets and including 'top pieces for projecting through the road joint in opposite directions for engagement around both longitudinal edges of the dowel plate of the joint.
  • ROBERT R ROBERTSON.

Description

R. R. ROBERTSON DOYIEL PLATE JOINT AND SUPPORT Filed June 16, 1939 ET-f- 9 Sept. 24, 1940.
N 0 m E T; R n T m m Patented Sept. 24, 1940 UNITED STATES OFFICE 17 Claims.
The present invention pertains to concrete road joints and more particularly to contraction and center joints of the dowel plate type and improved means for supporting the joint on a road I subgrade, said means or joint supports arranged at predetermined spaced intervals along the joint and including a dowel plate engaging and holding section supported on leg members engageable in a base which includes a support for receiving the lower margin of the lower body plate forming part of the road joint.
It is an object of this invention to provide an improved type of support for a concrete road con traction or center joint of the dowel plate type,
said support being formed to engage the dowel plate and both the upper and lower dividing or body plates of the joint for supporting the same in position upon a road subgrade in proper position for embedding in concrete.
Another object of the invention is to provide a support for a dowel plate type of road joint, said support consisting of a base or shoe for the reception of the lower margin of the joint dividing plate, said shoe also being formed to receive the feet of supporting legs which are integral with either a connecting brace or with bridge pieces which project through the upper dividingplate of the joint and engage around opposite marginal edges of the joint dowel plate to brace the same in place. 7
It is also an object of this invention to provide an improved type of contraction or center joint support in the form of a combination holder including a base or shoe formed for the reception of the lower margin of the lower joint dividing plate and also formed to receive a dowel plate supporting bracket, the lower ends of the supporting legs of which are adapted to be sprung or forced into stop pockets forming apart of the base or shoe of the support.
It is an important object of this invention to provide an improved and simplified form of support, a selected number of which are adapted to be used in spaced parallel relation with respect to one another for supporting a dowel plate type of contraction or center joint in position on a road subgrade, said supports being formed to engage through the joint to support the same in posi- 60 tion for embedding between concrete road slabs.
Other and further important objects of this invention will be apparent from the disclosures in the specification and the accompanying drawmg.
; The invention (in a preferred form) is i1- lustrated in the drawing and hereinafter more fully described.
In the drawing:
Figure 1 is a fragmentary side elevation of a concrete road joint supported in position by inf-" '5 proved supports embodying the principles of this invention.
Figure 2 is an enlarged fragmentary top plan View of a portion of the joint shown in Figure '1 and illustrating the top of one of the improved 10 supports. I
Figure 3 is an enlarged transverse sectional View taken on line IIIIII of Figure 1.
Figure 4 is a fragmentary top plan view of a modified form of joint holder including a pair of 15 clamping brackets.
Figure 5 is a fragmentary detail section of the modified holder taken on line V-V of Figure 4 showing the upper portion of one of the bracket members engaged on the joint dowel plate.
As shown in the drawing:
In the formation of a concrete road in which improved dowel plate types of either contraction or center joints are to be used, it is necessary to support the joint mechanisms in proper po 25 sition upon the road subgrade so that the joint mechanisms are held in position during the pouring of the concrete to form the concrete road slabs between which the road joint is embedded.
In the present showing of the invention a dowel-"30 plate contraction joint mechanism is illustrated in Figure 1 and is supported upon a road subgrade transversely of the road by means of a plurality of the improved joint supporting units of this invention. 5
The joint mechanism, which is to be supported in position by the improved supports, is of thedowel plate contraction type and comprises a main body portion consisting of an upper dividing plate I, the lower portion of which is stamped" 40 out or cut to provide a plurality of tapered flanges of gripping members 2 which are alternately deflected outwardly in opposite directions at substantially right angles to the upper plate 5 to provide a staggered flange arrangement leaving 45 spaces between the flanges 2 on each side of the upper dividing plate i. In the formation of'the tapered flanges 2 out of one of the longitudinal marginalportions of the upper dividing plate I, spaced openings or notches 3 are provided which extend from the line of deflection of the flanges 2 upwardly toward the upper edge of the upper dividing plate I to form separated sections or panels 4 between said openings."
. Also forming part of the main body portion orelongitudinal marginal portion of which is out out or stamped to provide a plurality of tapered flanges or gripping members it which bent outwardly at substantially right angles to the plate 5 with alternate flanges projecting in opposite directions to provide a staggered arrangement of the flanges as clearly illustrated in Figure 2. The flanges or gripping members 6 of the lower dividing plate 5 are arranged to be posh tioned beneath the spaces between the upper flanges 2.
Separating the flanges 2 of the upper dividing plate l and the flanges 6 of the lower dividing plate 5 of the joint, is a transverse seal or dowel plate 1 which forms the middle portion of the joint. The staggered flanges 2 of the top dividing plate i of the joint seat against the top surface of the dowel plate l' while the staggered flanges 6 of the lower dividing plate 5 seat against the bottom surface of the dowel plate l beneath the spaces between the flanges 2. This arrangement positions the flanges and 6 diagonally with respect to one another on opposite sides of the dowel plate I. For the purpose of engaging and holding the dowel plate 1 in position the ends of the upper and lower flanges 2 and i5 respectively bent downwardly and upwardly around the margins of the dowel plate and form gripping clips or clamps 6 which grip against opposite surfaces of the longitudinal portion of the dowel plate 1 to securely hold the plate members of the joint unit in assembled relation ready for use.
As clearly illustrated in Figures 1 and 3, the joint unit also includes a continuous metal top cap 9 of U-shaped cross section which is engaged over the top margin of the upper dividing plate I and extends throughout the length of the joint and is left in position until after the pouring of concrete. When the concrete has partially been cured, the cap 9 is removed to leave a top opening in the joint which is adapted to be filled with a filling of a bituminous material.
For the purpose of properly. supporting the joint unit in place transversely upon the road subgrade prior to the pouring of concrete, said joint unit is held supported in position by a plurality of selectively spaced supporting units which are positioned to extend across the joint.
Each of the improved supports comprises a base plate or shoe IE, constructed of sheet metal or 7 other suitable material. The end margins of the base plate ii] are bent upwardly and inwardly to provide U-shaped pockets ll, As shown in Figure 2, the base plate or shoe it is provided with diagonally positioned openings or apertures l2 for receiving pins or pegs for securing the base of the support on the road subgrade in a selected position. The middle portion of the base plate or shoe I0 is bent upwardly and downwardly several times to form a transverse middle or intermediate plate holder l3 consisting of two upwardly projecting loop portions and an intermediate downwardly projecting loop portion in which the lower margin of the joint dividing plate 5 is adapted to be seated for holding the joint unit in position on a road subgrade prior to the pouring of concrete to form the road. The joint holding support includes an upper section adapted to be supported upon the base section or shoe l0, said upper support section comprising a pair of grooved or channel-shaped legs M the lower end of each of which is twisted and extends outwardly at an angle toform a fiat mounting foot'or flange l5 adapted to be slidably inserted the joint is a bottom dividing plate the upper in one of the base or shoe pockets H to hold the lower end of the supporting legs 14 in position and to prevent the same from sliding outwardly beyond a certain distance with respect to the base or shoe ill. The upper ends of the two inclined brace legs I4 are integrally connected by means of a connecting plate or bridge piece 16 the end portions of which are rounded to form channel-shaped pockets or loops ll between the bridge piece It and the upper ends of the legs M as clearly illustrated in Figure 3 to permit the side pockets of the bridge piece to engage around the opposite longitudinal margins of the dowel plate I forming part of the joint unit. After the lower dividing plate 5 of the joint unit is engaged in the plate holders l3 of the support bases or shoes I0, the upper sections of the support are mounted in position by inserting one of the legs through a selected opening 3 of the top dividing plate I after which the supporting feet l5 of the support top section are slidably engaged in the receiving pockets or sockets ll of the base 10.
As shown in Figure 1, a series of the improved joint unit supports are placed in position at spaced intervals on the road subgrade transversely of the location where the joint is to be formed so that the joint forming unit may be securely positioned upon the road subgrade transversely of the road in a selected location ready for the pouring of concrete to form the concrete road.
The improved contraction and center joint unit supports engage beneath and project through the joint forming unit and engage the lower joint dividing plate and the transversely disposed dowel plate and also project through the openings 3 in the top dividing plate of the joint unit. Attention is also called to the springlike action of the bridge members l6 and ll of each of the upper support sections, permitting the supporting legs M of the supports to be sprung outwardly away from one another, so that when the upper support section is placed upon the base section ID, the supporting feet I5 of the leg members are adapted to spring or be forced into the sockets or pockets ll of the base plate H] to hold the top support section braced in position.
Figures 4 and 5 illustrate a modified form of a joint holder comprising a base plate l8 having two margins thereof cut and formed to provide offset or staggered arched straps or pockets l9. The base plate I8 is also formed with a joint holder, similar to the holder l3 shown in Figure 3, for receiving the lower plate 5 of a contraction joint.
To hold the upper portion of the contraction joint braced in position, each of the modified forms of joint holders includes a pair of offset, reversed and staggered bracket members or spring-like bridge sections, each comprising a single leg 2%! the lower end of which is formed with a flange or foot 2i for insertion into one of the base plate pockets or straps IS. The upper end of the leg 28 has integrally formed thereon a bridge piece or brace arm 22v including a wide end which is bent to form a channel-shaped pocket or loop 23 for engagement over one longitudinal margin of the joint dowel plate 1. The
opposite end of the brace arm 22 is of reduced width and normally has the free endthereof bent at an angle to form a finger piece 2% as illustrated in dotted lines in Figure 5. After the foot 2| of a bracket member is engaged in abase plate pocket 1-9, the spring-'likeloop' 23 permits the clampingarm 22 to beinserted through one of the upper joint plate openings 3. The clamping arm is thus positioned to extend through the joint with the loop 23 clamped around one margin of the dowel plate 1. The arm 22 is thus engaged over the top of the dowel plate, and the finger piece 24 is then bent downwardly and inwardly to hook around the opposite margin of the dowel plate 7. A second bracket member is then engaged through the joint from the oppositedirection to clamp around the dowel plate, as illustrated in Figure 4, to hold the joint unit braced in position at spaced intervals along the joint."
It will, of course, be understood that numerous details of construction may be varied through a wide range without departing from the principles of this invention, and it is, therefore, not the purpose to limit the patent granted hereon otherwise than necessitated by the scope of the appended claims.
I claim as my invention:
1. A road joint forming mechanism for embedding between adjacent concrete road slabs, said joint forming mechanism comprising a transverse dowel plate, upper and lower dividing plates disposed on opposite sides of the dowel plate, gripping members integrally formed on the dividing plates and alternately engaging around opposite longitudinal margins of the dowel plate, and a plurality of spaced supports for the joint forming mechanism, said supports each comprising a base shoe for receiving and supporting the lower dividing plate, and a top section projecting through the upper dividing plate and engaging around the dowel plate and including supporting members interfitting with the base shoe.
2. A road joint forming mechanism for embedding between adjacent concrete road slabs, said joint forming mechanism comprising a transverse dowel plate, upper and lower joint dividing plates disposed in substantially the same plane above and below the dowel plate, said upper and lower dividing plates having openings therein adjacent the dowel plate, and a plurality of supporting units for the road forming mechanism, each of said supporting units comprising a base shoe having the ends thereof shaped toform pockets, a plate holder formed on the base plate for receiving the lower plate, a bridge piece extending transversely over the dowel plate and projecting through an opening in the upper dividing plate, U-shaped portions formed on the ends of the bridge plate and engaged around opposite longitudinal margins of the dowel plate, supporting legs integrally connected with the U- shaped portions of the bridge plate, and feet integrally formed on the lower ends of the legs and engaged in the pockets of the base shoe.
3. A road joint forming mechanism for embedding between concrete road slabs, said joint forming mechanism comprising upper and lower dividing plates, a dowel plate disposed transversely therebetween, means integral with each of the dividing plates for gripping around the opposite longitudinal margins of the dowel plate, and a plurality of supports each engaged beneath and also projecting through the joint forming mechanism to support the same in place for embedding between the concrete road slabs.
4. A road joint forming mechanism for embedding between concrete road slabs, said joint forming mechanism comprising upper and lower dividing plates, a dowel plate separating the dividing plates, gripping means on the dividing plates for engaging opposite margins of the dowel plate to hold the same in position, and a plurality of supports engaged beneath and projecting through the joint forming mechanism for supporting the same in place for embedding between concrete road slabs, said supports each compris ing a lower base section positioned to project across the joint beneath the road slabs, and including a holder for receiving the lower dividing plate of the joint forming mechanism, and springlike upper means projecting through the joint forming mechanism above the dowel plate, and including supporting members interfitting the base section.
5. A road joint forming mechanism for embedding between concrete road slabs, said joint forming mechanism comprising a dividing plate section, a dowel plate section projecting therethrough, a plurality of supporting base sections having means formed thereon for receiving the" dividing plate section seated therein, and springlike bridge sections projecting through the dividing section and engaging the dowel plate section and said supporting base section.
6. A road joint forming mechanism for embedding between concrete road slabs, said joint forming mechanism comprising a dowel plate, upper and lower apertured dividing plates gripped around opposite margins of the dowel plate to hold the same connected to the dividing plates, and a plurality of spaced supports for holding the joint forming mechanism in position, each of said supports comprising a base shoe having receiving pockets formed thereon and a plate holder formed intermediate the ends thereof for receiving the lower dividing plate of the joint forming mechanism, said supports also including a dowel plate supporting section including bridge means projecting over the dowel plate and through the upper dividing plate, and legs formed on the bridge means on opposite sides of the lower dividing plate and having the lower ends resting on the base shoe and projecting into the pockets thereof.
'7. The combination with a road joint forming mechanism and a dowel plate projecting therethrough, of a plurality of supports engaging beneath and projecting through said mechanism and formed with a holder to receive the road joint mechanism seated therein with portions of the supports engaged around the dowel plate of said mechanism.
8. The combination with an apertured road joint forming mechanism and a dowel plate thereof, of a plurality of supports engaged beneath and through the mechanism for supporting the same in place, each of said supports comprising an apertured base plate having receiving pockets formed thereon and having a plate receiving holder formed intermediate the ends thereof, and an upper support section releasably engaged in the pockets of the base plate and including looped gripping means projecting through the joint' forming mechanism and engaged around opposite longitudinal margins of the dowel plate of said mechanism.
9. A contraction and center joint support comprising a base plate having the ends thereof formed to provide receiving pockets and having the intermediate portions thereof shaped to provide a plate receiving holder, and an upper support section on the base section and including a pair of legs having integral feet supported on the base section and projecting into said pockets, and
a looped gripping means integral with the upper ends of the supporting legs.
10. A contraction and center joint support comprising a base plate having the ends thereof bent upwardly and inwardly to provide receiving pockets and having the intermediate portion looped to provide a plate holder, and a top section above the base plate, said top section comprising a looped bridge piece, channel-shaped legs integrally formed thereon and projecting downwardly and outwardly in opposite directions, and feet formed on said legs seated upon the base plate and projecting into the base plate pockets.
11. The combination with an apertured road joint forming mechanism, of a plurality of supports therefor disposed transversely at spaced intervals along the length of the joint forming mechanism, each of said supports comprising a joint supporting base section, and a joint gripping upper section projecting through the joint forming mechanism and sprung into engagement with the base section of the support.
12. A road joint forming mechanism including in combination a plurality of supports each comprising an apertured base plate, end pockets integrally formed thereon, a plate holder integrally formed intermediate the ends of the base plate, a bridge plate, looped portions integrally formed on the ends of the bridge plate, supporting legs integrally connected with the looped portions of the bridge plate, and feet integrally formed on the legs and projecting into the pockets of the base plate.
13. A road joint forming mechanism including in combination a plurality of supports each of which consists of a base having a plate holder and pockets integrally formed thereon and an upper section projecting through the joint forming mechanism and including supporting legs resting on the base plate and expandible into the pockets of said base plate.
14. A dowel plate joint support comprising a bridge piece, a pair of legs, spring-like members integrally connecting the bridge piece with said legs, feet formed on said legs, and a base plate having the ends thereof formed to receive the feet.
15. The combination with a dowel plate joint, of a plurality of base supports therefor, and a plurality of dowel plate supports projecting through the joint to engage over the top and around the side margins of the dowel plate, and
including outwardly inclined supporting legs engaged in the base supports to limit the spread of said legs.
16. A dowel plate road joint support comprising a base plate provided with receiving pockets and formed with a plate holder, and a top section above the base plate comprising a pair of reversed staggered brace members engaged in the base plate pockets and including 'top pieces for projecting through the road joint in opposite directions for engagement around both longitudinal edges of the dowel plate of the joint.
17. The combination with an apertured dowel plate road joint, of a plurality of supports therefor each comprising a joint supporting base extending beneath the joint, a pair of leg members engaged therewith on opposite sides of the joint, and reversed staggered top pieces on said leg members projecting through the apertured joint from opposite sides of the joint and engaged around both longitudinal edges of the joint dowel plate.
ROBERT R. ROBERTSON.
US279485A 1939-06-16 1939-06-16 Dowel plate joint and support Expired - Lifetime US2215653A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US279485A US2215653A (en) 1939-06-16 1939-06-16 Dowel plate joint and support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US279485A US2215653A (en) 1939-06-16 1939-06-16 Dowel plate joint and support

Publications (1)

Publication Number Publication Date
US2215653A true US2215653A (en) 1940-09-24

Family

ID=23069179

Family Applications (1)

Application Number Title Priority Date Filing Date
US279485A Expired - Lifetime US2215653A (en) 1939-06-16 1939-06-16 Dowel plate joint and support

Country Status (1)

Country Link
US (1) US2215653A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2441903A (en) * 1945-06-08 1948-05-18 Robert R Robertson Road joint
US2444372A (en) * 1945-07-23 1948-06-29 Robert R Robertson Expansion joint
US20050166531A1 (en) * 2005-02-09 2005-08-04 Mcdonald Stephen F. Method of forming concrete and an apparatus for transferring loads between concrete slabs
US20060177267A1 (en) * 2005-02-09 2006-08-10 Carroll Michael E Method of forming concrete and an apparatus for transferring loads between concrete slabs
US20060180950A1 (en) * 2005-02-09 2006-08-17 Jordan Richard D Apparatus for and method of forming concrete and transferring loads between concrete slabs
US20070196170A1 (en) * 2006-02-09 2007-08-23 Mcdonald Stephen F Apparatus for forming concrete and transferring loads between concrete slabs
US20070272824A1 (en) * 2005-03-11 2007-11-29 Mcdonald Stephen F Method of Forming Concrete
EP2930269A1 (en) * 2006-06-12 2015-10-14 Hengelhoef Concrete Joints Manufacturing N.v. Structural joint

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2441903A (en) * 1945-06-08 1948-05-18 Robert R Robertson Road joint
US2444372A (en) * 1945-07-23 1948-06-29 Robert R Robertson Expansion joint
US20050166531A1 (en) * 2005-02-09 2005-08-04 Mcdonald Stephen F. Method of forming concrete and an apparatus for transferring loads between concrete slabs
US20060177267A1 (en) * 2005-02-09 2006-08-10 Carroll Michael E Method of forming concrete and an apparatus for transferring loads between concrete slabs
US20060180950A1 (en) * 2005-02-09 2006-08-17 Jordan Richard D Apparatus for and method of forming concrete and transferring loads between concrete slabs
US20070204558A1 (en) * 2005-02-09 2007-09-06 Carroll Michael E Apparatus for Forming Concrete and Transferring Loads Between Concrete Slabs
US20070261361A1 (en) * 2005-02-09 2007-11-15 Mcdonald Stephen F Apparatus for Forming Concrete
US8454265B2 (en) 2005-02-09 2013-06-04 Ez Form, Inc. Apparatus for transferring loads between concrete slabs
US20070272824A1 (en) * 2005-03-11 2007-11-29 Mcdonald Stephen F Method of Forming Concrete
US20070196170A1 (en) * 2006-02-09 2007-08-23 Mcdonald Stephen F Apparatus for forming concrete and transferring loads between concrete slabs
EP2930269A1 (en) * 2006-06-12 2015-10-14 Hengelhoef Concrete Joints Manufacturing N.v. Structural joint
EP2930269B1 (en) 2006-06-12 2019-02-27 Hengelhoef Concrete Joints NV Structural joint

Similar Documents

Publication Publication Date Title
US1767575A (en) Sleeper tie
US3960356A (en) Anchor bolt holder
US2215653A (en) Dowel plate joint and support
US3694988A (en) Spacer clip for joining and supporting crosswisely extending reinforcement bars
US1880725A (en) Air cell expansion joint
US2207168A (en) Dowel bar joint assembly
US2193129A (en) Joint for concrete slabs
US2309538A (en) Dowel bar contraction joint
US1759214A (en) Sadiron holder
US1931713A (en) Wall and ceiling construction
US2500309A (en) Shelf and divider assembly and spring clip anchoring means therefor
US1189297A (en) Combined support and tie for concrete-reinforcing bars.
US2630287A (en) Christmas tree base
US2386265A (en) Expansion joint
US2252116A (en) Two-way rail fastening
US1777358A (en) Sleeper mounting
US1768689A (en) Expansion-joint-installing device
US2267220A (en) Road joint
US2324452A (en) Two-way creep check
US1584648A (en) Rail-bearing guide
US1979410A (en) Bar support
US2535739A (en) Rail anchor
US864311A (en) Railway-rail fastening.
US2099786A (en) Rail-retaining device
US1412830A (en) Rail-supporting clamp for overhead carrier systems