US3907443A

US3907443A - Composite expansion joint assembly

Info

Publication number: US3907443A
Application number: US426222A
Authority: US
Inventors: Ronald L Mclean
Original assignee: Acme Highway Products Corp
Current assignee: Acme Highway Products Corp
Priority date: 1973-12-19
Filing date: 1973-12-19
Publication date: 1975-09-23
Anticipated expiration: 1992-09-23
Also published as: CA1015195A

Abstract

A composite expansion joint assembly having at least one rigid structural member interposed between laterally spaced sealing elements and attached to a transversely extending support bar by an elastic connection.

Description

United States Patent 11 1 McLean 1 1 Sept. 23, 1975 [5 COMPOSITE EXPANSION JOINT 3.245.328 4/1966 Fassbinder 52/573 ASSEMBLY 3.482.492 12/1969 Bowman 404/56 3.638.377 2/1972 Cuspc 52/167 [75] In n or: R n L. M L Tonawandu, 3.699.853 10/1972 Wicks 404/57 N.Y. 3.732.021 5/1973 Rizzu 404/57 3.788.758 1/1974 Scheffel 52/573 Asslgneel 2 g g g i i 3.797.952 3/1974 Pommerening 52 573 orpora 1on, u a 0, 1

[22] Filed: Dec. 19, 1973 Primary Examiner-Frank L. Abbott Assistant Examiner-Henry Ruduuzo [21] Appl' 426222 Attorney, Agent. or Firm-Christe1 & Bean [52] [1.8. CI. 404/56 57 -ABSTRACT [51] Int. CL E0lC 11/12 [58] Field of Search 52/573 248/20 22 A compos1tc expansion 101m assembly havmg at least 5 one rigid structural member interposed between laterally Spaced Sealing elements and attached to a trans- [56] References Cited vcrsely extending support bar by an elastic connec- UNITED STATES PATENTS 2.411.383 11/1946 Miller 248/20 4 m 5 Drawmg F'gures US Patent Sept. 23,1975 Sheet 1 of 3 US Patent Sept. 23,1975 Sheet 2 of3 3,907,443

g fl QTHNQU 6 mm NW Q A }J .w 1 v Sm QQ .m w m Q mx fifl QR w i x W4 COMPOSITE EXPANSION JOINT ASSEMBLY BACKGROUND OF THE INVENTION This invention relates to expansion joints and, more particularly, to a composite expansion joint having elastic means for connecting the rigid structural member interposed between the elastic seals to the supporting bar.

Composite expansion joints are conventionally employed in bridge structures and the like wherein the relative movement of adjacent bridge deck slabs or sections in response to temperature changes is too great to be accommodated by a single seal unit. Such composite expansion joints normally consist of two or more laterally spaced elastic seals extending lengthwise of the ex pansion groove between adjacent deck sections and separated by rigid structural members or plates. Thus, the composite joint assembly consists of alternating elastic and rigid members mounted between a pair of relatively movable deck sections. Sometimes, these rigid structural members are fixedly secured, as by weldments, to transversely extending structural bars or beams on which the rigid structural members are supported. These supporting bars or beams project into the adjacent deck sections and are adapted to slide axially on bearing bars during contraction and expansion of the adjacent deck sections. While such arrangements satisfactorily accommodate horizontal movement of the adjacent deck sections, they pose problems when relative vertical displacement occurs between adjacent deck sections under loading because the consequent tilting movement of the support bar about a transverse axis effects a corresponding lateral canting or tilting of the rigidly attached structural members about their respective longitudinal axes to exert excessive stresses and strains on the adjoining elastic seals. Such action can strain the seals beyond their working limits and can open same sufficiently to allow passage of water vertically through the unit. Also, the rigid connection between the structural members and their associated support bars provides an ideal sound path creating undesirable noise. Also. the rigid connection hampers repair and replacement where indicated and results in damage to adjacent parts during disassembly.

SUMMARY OF THE INVENTION It is an object of the present invention to provide an improved composite expansion joint overcoming the above noted shortcomings.

It is another object of this invention to provide the seal supporting structural components of the foregoing expansion joint with an elastic connection offering flexibilit in absorbing strains and stresses imparted to such joint.

In one aspect thereof. the composite expansion joint of the present invention is characterized by the provision of an elastic connection between the rigid structural members supporting the seals and their associated supporting bars to aid in resisting stresses and strains imposed on the expansion joint components.

The foregoing and other objects, advantages and characterizing features of the present invention will become clearly apparent from the ensuing detailed description of an illustrative embodiment thereof, taken together with the accompanying drawings wherein like reference numerals denote like parts throughout the various views.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. I is a plan view of a composite expansion joint assembly of the present invention, shown disposed between a pair of pavement sections;

FIG. 2 is a transverse sectional view thereof on an enlarged scale, taken about on line 22 of FIG. 1;

FIG. 3 is a fragmentary horizontal sectional view thereof, on another scale, taken about on line 33 of FIG. 2;

FIG. 4 is a fragmentary vertical sectional view, on an enlarged scale, taken about on line 4-4 of FIG. 3; and

FIG. 5 is a fragmentary vertical sectional view, taken about on line 55 of FIG. 4.

DETAILED DESCRIPTION OF THE ILLUSTRATED EMBODIMENT Referring now in detail to the illustrative embodiment depicted in the drawings, there is shown in FIG.

I a composite expansion joint assembly, generally des- 1 ignated l0, constructed in accordance with this invention and installed in an expansion groove between adjacent bridge deck sections 12 and 14 formed of concrete or any other suitable material. Deck sections 12 and 14 are provided with edge channels 16 and I8 permanently anchored in a conventional manner to the respective deck sections and which have opposed vertical faces 20 and 22 (FIG. 2) defining the lateral sides of the expansion groove in which expansion joint assembly 10 is installed. Joint assembly 10 extends across the width of the groove between

faces

20 and 22 and for the full length of the groove transversely to the length of deck sections 12 and 14. It should be understood that while the composite expansion joint assembly I0 of this invention is especially adapted for use in bridge constructions, it is not restricted to such use and has general utility in various expansion joint applications.

A plurality of tubular structural members 30, built up i from suitable structural plates, are disposed in spaced pairs in an opposing, face-to-face relation along the lower portions of

edge channels

16 and 18. These tubular members 30 project laterally outwardly in opposite directions from

edge channels

16 and 18 and are welded or otherwise fixedly secured thereto. Means are provided to close the spaces between the bottom wall of tubular members 30 and the upper surfaces of edge channel flange 26, such means taking the form of metal filler bars 28 welded to member 30 and flanges 26 to provide a fluid tight seal therebetween. The inner open ends of opposed tubular members 30 are aligned with

suitable openings

32 and 34 formed in the lower portions of

edge channels

16 and 18 for receiving the opposite ends of support bars 36 as will presently become apparent. I

Resiliently yieldable bearing blocks 38 are adhesively secured to the bottom walls of tubular members 30 adjacent their respective inner ends for slidably supporting the opposite ends of a support bar 36 extending between each pair of opposed tubular members 30. A plurality of such support bars 36 are provided and extend transversely across the expansion groove in laterally spaced apart relation lengthwise of the groove, as shown in FIGS. 1 and 3. These support bars 36 support the anticipated loading on the expansion joint and are of a size and spacing dictated by the particular application. At least two such support bars 36 are required, but any number thereof can be employed, as required or desired. While support bars 36 and their associated containers or tubular members are shown in the illustrative embodiment of FIGS. 1 and 2 as being oriented in a direction at a slight angle to a plane normal to the longitudinal axis of the expansion joint, it should be understood that they can be oriented normal to the expansion joint, as desired.

Bearing blocks 38 preferably are formed of a resiliently yieldable clastomeric material, such as polyurethane for example, which is relatively unaffected by tensile and compressive stresses of long term duration. Moreover, the resiliently yieldable bearing blocks 38 are effective to reduce noise to a minimum during sliding movement of support bars 36 relative thereto without interfering with such relative sliding movement. As shown in FIG. 2, bearing blocks 38 preferably are of uniform thickness throughout and can have a square or rectangular configuration in plan, as desired.

Upper bearing blocks 40 also are provided in opposed tubular members 30 and are adhesively secured to the top walls thereof for bearing engagement against the upper surface of support bar 36. Bearing blocks 40 also are formed of a resiliently yieldable elastomeric material, such as polyurethane for example, and serve to limit vertical displacement of the end portion of support bar 36 relative to tubular members 30. Elongated metal bars 42 are welded or otherwise fixedly secured to the top and bottom walls of each tubular member 30 and are spaced inwardly from the open end thereof for locating

bearing blocks

38 and 40 in their proper positions.

Blocks

38 and 40 not only provide bearing surfaces for the relatively slidable spacer bar 36, but also provide a cushioning effect to thereby reduce noise otherwise occurring between metal bearing blocks and the spacer bar caused by vehicle traffic on deck sections 12 and 14.

Each support bar 36 is formed of metal and preferably is solid throughout. Support bar 36 can take any outside dimensions, as desired. and preferably has a generally square or rectangular cross section. The bottom and top surfaces of support bar 36 bear against

bearing blocks

38 and 40 and are movable relative thereto during expansion and contraction of the joint upon contraction and expansion of deck sections 12 and 14. Support bar 36 has some limited vertical or upwardly tilting movement, as determined by the reseiliency of upper bearing blocks 40.

A pair of seal locking channels 44 extend lengthwise of the expansion groove and have upper flanges 46 disposed in substantially the same plane as the upper flanges 24 of edge channel members l6 and 18 but extending in an opposite direction therefrom. Locking channels 44 also have lower flanges 48 located adjacent the upper edges of

edge channel openings

32 and 34.

At least two resiliently yieldable sealing elements 50 are disposed between seal locking channels 44 within

flanges

46 and 48 thereof. Also, an 'l-beam member 52 is positioned within the space defined by locking channels 44 and interposed between sealing elements 50. While only two sealing elements 50 and one l-beam member 52 are shown in the illustrative embodiment depicted in the drawings, it should be understood that any desired number of sealing elements 50 can be provided between locking channels 44 with an lbeam member 52 interposed between each pair of adjacent sealing elements 50.

Sealing elements 50 comprise tubular members of resiliently yieldable elastomeric material each having an internal supporting truss structure of desired cross sectional configuration for resisting compressive forces tending to buckle the sealing member side walls and for generating reaction forces for maintaining the latter in pressure sealing engagement against their adjoining supporting surfaces. These sealing elements 50 are secured to the webs of edge channels 44 and lbeam member 52 by a suitable adhesive in a manner well known in the art. l-beam member 52 is provided with a vertical web 54 and upper

horizontal flanges

56 and 58 extending laterally outwardly on opposite sides of web 54 in substantially the same horizontal plane as edge channel upper flanges 46. Lower

horizontal flanges

60 and 62 extend laterally outwardly from opposite sides of web 54 at the lower end thereof and are disposed in the same plane as edge channel lower flanges 48.

Flanges

56, 58, 60 and 62, together with

edge channel flanges

46 and 48, receive and position sealing elements 50 in place.

lt is a feature of this invention that the intermediate l-beam 52, or each of a plurality of such beams 52 employed in a multiple unit assembly, is attached to each support bar 36 intersecting the same by an elastic connection, generally designated 64. Connection 64 comprises a detachable, generally flat, strip-like body 66 preferably formed of a resiliently yieldable elastomeric material, such as polyurethane for example, interposed between the

lower flanges

60, 62 of l-beam member 52 and the upper surface of support bar 36.

Means are provided for securing body 66 in place, such means comprising a pair of brackets in the form of structural angles 68, each comprising a first leg 70 welded or otherwise fixedly secured to one side of support bar 36 and a right angularly related leg 72 extending laterally outwardly from support bar 36. An opening 74 is provided in each leg 72 for receiving a stud 76 thcrethrough, the stud 76 having a head 78 rigidly secured to the bottom of l-beam member 52 and a threaded shank 80 depending downwardly therefrom. Suitable openings 82, in registry with openings 74, are formed in body 66 for accommodating the upper ends of studs 76. A resilient or elastic \xasher 84, such as a plastic one formed of polyurethane for example, or a metal one of the Belleville type, is disposed about each stud shank 80 and bears against the underside of angle leg 72. A second washer 86 is disposed about shank 80 behind washer 84 and a suitable nut 88 is threaded on shank 80 in bearing engagement against washer 84 to complete the assembly. The resiliency of wahsers 84 enables them to yield under the influence of stresses directed to the joint, adding to the overall resiliency of elastic connection 64. Body 66 can be readily removed for repair or replacement, if necessary, in an expedient manner and a minimum ofcffort without damage to adjacent parts as otherwise occurs in rigid, welded connections for examplev The resiliently yieldable flat body 66 has a generally uniform thickness throughout and is of a substantially rectangular shape in plan, having a length approximating the sum of the support bar width and the lengths of the two opposed angle legs 72 and a width approximating the width of the l-

beam member flanges

60 and 62 with which it is associated.

Elastic connection 64 provides a positive sound barrier interrupting the transmission of sound between 1- beam member 52 and support bar 36, thereby reducing noises therebetween caused by vehicle traffic and loadings imposed on the bridge decks. Body 66 serves as a sound attenuator or dissipator reducing the sonic energy transmitted through the expansion joint.

More importantly, the elastic coupling provided by resiliently yieldable body 66 offers flexibility in conjunction with sealing elements 50 to absorb stresses and strains imparted to the joint caused by relative vertical and rotational movements of bridge decks 12 and 14. In a rigid connection for example, vertical displacement of one deck section relative to the other pivots the support bar about a transverse axis to effect corresponding canting or tilting movement of the l-beam member about its longitudinal axis causing the attached seals on the opposite sides thereof to be unduly laterally compressed and expanded, respectively. Whatever reaction forces are generated in the adjoining seals have no affect on the l-beam member because the latter responds only to support bar movement through its rigid attachment thereto. This can cause wide variation in the level of lateral compression of the seals and can stress and strain the same beyond their working limits, allowing the seals to open sufificiently to cause failure of the adhesive and vertical passage of water through the unit. In contrast. the elastic connection 64 of this invention enables l-bcam member 52 to respond to the reaction forces generated in sealing elements 50 to resist lateral canting of member 52 occasioned by tilting movement ofsupport bar 36 are a result of relative vertical displacement between deck sections 12 and 14. Thus l-beam member 52 reacts to a combination of forces. namely. those forces resulting from tilting movement of support bar 36 to can l-beam member 52 and those reaction forces generated in sealing elements 50 resulting from the compression forces applied thereto and which tend to counteract or resist such applied forces. As a result, the elastic coupling connecting l-beam member 52 to its associated support bar 36 enables scaling elements 50 to function as intended and to have a role in determining l-beam positioning, in addition to providing a resilient connection absorbing stresses imparted to the joint.

From the foregoing it is apparent that the objects of this invention have been fully accomplished. A simple and improved composite expansion joint assembly is provided for accommodating expansion and contraction ofthe deck sections due to thermal expansion and relative vertical displacement between the deck sections. The I-beam member laterally separating the sealing elements from each other is tied down to the support bar by an elastic connection, offering flexibility in l-beam positioning and utilizing the reaction forces generated in the sealing elements to assist in such positioning. As a result, the sealing elements are not unduly stressed or strained, thereby prolonging the useful life thereof. The elastic connection also reduces noise resulting from overhead traffic by interrupting the transmission of sound between the l-beam member and its supporting bar. Also, the detachable mounting of the elastic body defining the connection facilitates repair or replacement without damage to adjacent structural components.

One form of this invention having been disclosed in detail, it is to be understood that this has been done by way of illustration only.

I claim:

1. A composite expansion joint assembly comprising: edge members adapted to define the opposite sides of an expansion groove between deck sections; at least two resiliently yieldable elongated sealing elements in side-by-side relation; an elongated rigid structural member interposed between said sealing elements; support bars extending transversely of said rigid structural member and being connected thereto for supporting the same; means supporting said support bar adjacent the opposite ends thereof for sliding movement relative thereto adjacent at least one end thereof; and elastic, non-metallic, means for resiliently separating said rigid structural member from said support bars for limited movement relative thereto for absorbing noise, stress and strain therebetween and mounting means for connecting said support bar to said rigid structural member comprising, fastening means secured to a surface of said elongated rigid structural member and means fixidly secured to said support bar for receiving said fastening means wherein said rigid structural member is substantially anchored-to said support bar.

2. A composite expansion joint assembly according to claim 1 wherein said elastic means comprises a generally flat body of a resiliently yieldable material interposed between said rigid structural member and said support bars.

3. A composite expansion joint assembly according to claim 2 where in said mounting means detachably mounts said resiliently yieldable body between said rigid structural member and said support bars.

4. A composite expansion joint assembly according to claim 3 wherein said detachable mounting means include angle members attached to the opposite sides of each of said support bars and fastening means extending through portions of said angle members and said body removably securing the same to said rigid structural member.

Claims

1. A composite expansion joint assembly comprising: edge members adapted to define the opposite sides of an expansion groove between deck sections; at least two resiliently yieldable elongated sealing elements in side-by-side relation; an elongated rigid structural member interposed between said sealing elements; support bars extending transversely of said rigid structural member and being connected thereto for supporting the same; means supporting said support bar adjacent the opposite ends thereof for sliding movement relative thereto adjacent at least one end thereof; and elastic, non-metallic, means for resiliently separating said rigid structural member from said support bars for limited movement relative thereto for absorbing noise, stress and strain therebetween and mounting means for connecting said support bar to said rigid structural member comprising, fastening means secured to a surface of said elongated rigid structural member and means fixidly secured to said support bar for receiving said fastening means wherein said rigid structural member is substantially anchored to said support bar.