US3650184A - Curb expansion joint - Google Patents

Curb expansion joint Download PDF

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Publication number
US3650184A
US3650184A US64712A US3650184DA US3650184A US 3650184 A US3650184 A US 3650184A US 64712 A US64712 A US 64712A US 3650184D A US3650184D A US 3650184DA US 3650184 A US3650184 A US 3650184A
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Prior art keywords
joint
curb
section
expansion
wing
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US64712A
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Ernest L Kolm
Roger P Schwartz
John A Welch
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Individual
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/06—Arrangement, construction or bridging of expansion joints
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/12—Packing of metal and plastic or elastic materials
    • E01C11/126—Joints with only metal and prefabricated packing or filling

Definitions

  • ABSTRACT A curb expansion joint is used in combination with a sheartype elastomeric expansion joint to seal the expansion slot extending across a bridge or similar structure.
  • the expansion slot allows for relative movement of the various components of the bridge caused by thermal expansion and contraction.
  • the curb expansion joint is typically fabricated in two sections. Each section comprises a first portion which is fastened to the curb by studs or the like, and a second portion comprising a wing extending laterally outwardly from the first portion in overlapping engagement with the wing portion of the other section.
  • the two sections are bolted or otherwise secured together, and when assembled, contain vertical expansion grooves which permit the assembled joint to expand and contract jointly with the bridge deck expansion joint.
  • a suitable cement can be used' to form a waterproof seal between the bridge expansion joint and the curb expansion joint.
  • This invention relates to a joint of the type used to span an expansion slot in roadways and bridges. More particularly, it relates to a joint that can be used in an expansion slot along the curb and gutter of a roadway or a bridge deck surface.
  • the joint is generally molded in sections which are placed end-to-end in the slot along the entire length thereof across the bridge deck and are cemented together to form a waterproof joint.
  • the edge of each section of the bridge deck along the slot is relieved to provide shoulders on which the joint rests and to which it is secured by bolts or studs.
  • the bridge deck is generally crowned whereupon rain water and the like flows from the middle of the roadway toward the curb and into the gutter and thence to a drain.
  • One object of the present invention is an improved expansion joint for use as a curb joint at the sides or a roadway or bridge deck. 7
  • Another object is a curb expansion joint which is used with and forms a permanent seal with a sliding plate or a shear-type expansion joint, irrespective of the angle at which the expansion slot extends across the roadway.
  • Yet another object is a reinforced rubber expansion joint comprising one or more sections wherein each section is adapted to be secured to a curb on one side of an expansion slot and comprises a curb fastening portion and a wing portion separated by an expansion groove.
  • Still another object is a curb expansion joint comprising a pair of sections, which are secured together and which can be readily adjusted in width to fit any expansion slot.
  • FIG. 1 is a perspective view of a bridge deck showing an expansion slot, extending across the roadway and curb, with an expansion joint spanning the slot;
  • FIG. 2 is a partial perspective exploded view of FIG. 1 showing details of the curb expansion joint
  • FIG. 3a is a cross-sectional view of the curb joint taken through lines 3-3 of FIG. 1 with a roadway expansion joint forming an angle of about 60 with respect to the curb;
  • FIG. 3b is a partial cross-sectional view showing the same joint in compression
  • FIG. 4 is a front elevation view of the curb joint of FIG. 1;
  • FIGS. 5a, b and c are enlarged cross sections of different variations of a seal formed between the curb joint and the roadway joint.
  • FIG. 6 is a simplified cross-sectional view similar to FIG. 30 wherein the expansion slot forms an angle of about 30 with respect to the curb.
  • FIG. 1 shows a portion of a bridge deck composed of a roadway 2 and a walkway 4, separated from one another by a curb 3, of concrete or other durable material.
  • a guard rail 6' is securely anchored to the bridge deck.
  • the entire deck is normally supported on reinforced beams which are carried on movable bearings mounted on cross members atop concrete piers or the like.
  • the deck is formed in sections 2a and 2b separated by an expansion slot 8 extending entirely across the structure.
  • a roadway expansion joint 10 Disposed along the surface of the roadway and walkway, over the slot 8, is a roadway expansion joint 10, which joins a vertical curb joint 12 which in turn abuts joint 14 extending across the walkway.
  • this latter joint is similar to that used in the roadway but can be of lightweight construction inasmuch as it need not support heavy vehicular traffic.
  • FIG. 2 Further details of the curb joint and the method of anchoring the joint to the bridge deck are shown in FIG. 2 in which it is noted that'the roadway joint 10 and the walkway joint 14 are generally of similar construction. Each has a pair of deformation grooves 16a and 16b extending along its exposed surface and a deformation groove 18 extending along the bottom surface. A rigid reinforcing plate 20 is located between the deformation grooves 16a and 16b and generally spans the expansion slot 8. In addition to the spanning plate 20, each joint has two L-shaped reinforcing plates 22a, 22b under each of the deformation grooves 16a, 16b. The sections of bridge deck on either side of the expansion slot 8 are provided with a platform 30 and a shoulder 32.
  • a plurality of studs 33 are anchored in the concrete and project up from the platform, spaced to cooperate with holes 34 molded or otherwise formed in the expansion joint.
  • the width of slot 8 decreases and the shoulders 32 and studs 33 exert a compressive force against the sides of the expansion joint.
  • This compressive force causes the rubber of the expansion joint to deform in shear resulting in closing of the deformation grooves 16a and 16b on top of the joint and groove 18 on the bottom of the joint.
  • Sheartype expansion joints of this type are sold by The General Tire & Rubber Company as Transfiex Model 200 and Model 250 and are described in U.S. Pat. Re. 26,733 owned by the assignee of the present invention. Because of the arrangement of the plates and grooves in the expansion joint, changes in width of the joint result in shear movement of the rubber in the region of the exposed deformation grooves with very little movement occurring at the top surface of the joint along the spanning plate 20.
  • the curb joint 12 is composed of two sections, 12a, 12b adapted to be bolted together.
  • First section 12a comprises a relatively thick curb fastener portion 40 and a relatively thin wing portion 42 extending out from the fastener portion and separated therefrom by a vertical, generally channel shaped, expansion groove 44.
  • On the front of the section are a number of grooves 46 extending horizontally along the bottom thereof.
  • a shoulder 48 is formed at the juncture of the wing portion 42 and the grooves 46.
  • the fastener portion 40 contains two slots 41 to receive studs 35 for attaching the section to the curb.
  • the wing portion has three holes 43 by which the two sections of the joint are bolted together.
  • a plurality of horizontal spacer ribs 45 are located on the backside of the wing portion.
  • the second section 12b of the curb joint is likewise composed of a relatively thick curb fastener portion 50 and a wing portion 52 separated by a vertical expansion groove.
  • the exposed front surface of the two portions 50 and 52 are coplanar.
  • Three horizontal grooves 58 extend part way across the front section and are adapted to abut and cooperate with the corresponding grooves 46 of the first section 12a when the two are bolted together.
  • Slots 51 are adapted to receive the studs 35 embedded in the curb, and bolt holes 53 are arranged to coincide with bolt holes 43 to permit the two sections of the plate to be secured together.
  • FIG. 3a shows a cross-sectional view of a curb joint in a typical installation such as thatshown in FIG. 1.
  • FIG. 3a shows a cross-sectional view of a curb joint in a typical installation such as thatshown in FIG. 1.
  • the same numbers will be used to designatethe parts of FIG. 3 as were'used in FIGS. 1 and 2.
  • Each section of the rubber joint is strengthened by suitable reinforcing means such as thin metal plates.
  • the first section 12a is shown with one plate 63 embedded in the curb fastener portion, located so that the studs 35 pass therethrough, and a spanner plate 65 embedded in the wing portion 42. These plates are separated by a thin elastomeric flexing member 49 comprising one side of the groove 44.
  • the second section 12b likewise contains one plate 67 located in the wing portion and the other plate 69 embedded in the fastener portion, separated by flexing member 58. Further support is provided by the spacer ribs 45 on the back of the back section, which ribs serve to maintain the spacing between the platform 30 of the concrete recesses and the overlapping wing portions.
  • wing portion 52 of section 12b is coplanar with the front of the fastener portion 50, while the front surface of the wing portion 42 of section 12a is displaced from the front surface of fastener portion 40.an amount equal to the thickness of wing portion 52.
  • the combined thickness of the two wing portions normally will not exceed 40 to 50 percent of the thickness of the fastener portions and should be no more than is necessary to provide adequate structural strength.
  • the two sections 12a, 12b of the joint are secured together by nuts threaded onto bolts 60 passing through holes 43 and 53 in the respective sections.
  • the joint assembly is secured to the curb by nuts 62 threaded on the studs 35 embedded in the curb 3.
  • the wing portion 42 of section 12a terminates along flexing member 58 of section 12a while the wing portion 52 of section 121) terminates along the edge of the groove 44 of section 12a.
  • the curb joint abuts a roadway expansion joint of the type previously described, which is located in a recess of an expansion slot extending across the roadway at an angle of about 60 with respect to the curb 3.
  • the end of the roadway joint 10 is cut at a 30 angle so as to be parallel with the curb.
  • the bridge deck can be built so that the expansion slot extends across the deck at right angles'to the curb, or at an angle as small as about 20 with respect to the slot. As this angle decreases, the roadway joint must be cut at an increasingly larger skew angle to fit against the curb. Accordingly, the distance between two grooves 16a and 1612 at the curb increases.
  • the two sections of the curb joint are adjusted to increase the spacing between the two grooves of the curb joint, thus insuring that the expansion characteristics of the two joints coincide.
  • This adjustment can be achieved in any one of several different ways. For instance, the two sections of the curb joint can be molded so that when they are bolted together the grooves are sufficiently far apart to permit utilization of the joint with the roadway joint at the maximum predictable skew angle.
  • the total width of the curb joint can be reduced by cutting off or otherwise shortening the length of the wing portion of each section before assembly.
  • the joint is typically produced by compression molding. If desired, mold inserts can be used to produce molded sections having a number of different wing widths from which sections of the correct size may be selected. If the sections are to be cut to size, the holes 43 and 53 are not normally molded into the wings but instead are drilled after the nominal width of the curb joint has been'determined. If, however, the sections are to be molded to the correct size, these holes may be molded into the parts. 'Altematively, horizontalslots may be molded into the wings thereby permitting adjustment in the width of the joint during assembly.
  • FIG. 3b shows the same joint in compression, as where thermal expansion of the sections of curb 3 causes a substantial reduction in the width of the expansion slot 8.
  • forces of compression acting against the roadway joint cause the rubber in this joint to deform in shear resulting in a substantial reduction in the width of the two grooves but with very little reduction of the distance between the grooves.
  • the embedded studs 35 exert a force against plates 63 and 69 in the direction parallel to their planar surfaces along the bottom of the grooves 44 and 54. This causes the bottom of each flexing member to move toward one another in shear.
  • reinforcing plates 7 prevent the top of each flexing member from moving toward each other, and this causes each groove 54 to close as shown.
  • the wing portions should be thin so that they do not restrict the movement of the flexing member.
  • FIG. 4 is an elevational view of the curb joint showing the location of ,the bolt holes, vertical expansion grooves and horizontal sealing grooves.
  • the joint comprises a first section 12:: and a second section 12b secured together by bolts 60 extending through aligned holes in the two sections.
  • the joint contains two expansion grooves 44, 54.
  • the two sections cooperate to provide continuous horizontal grooves 46, 58 along the bottom of the joint.
  • these grooves cooperate with similar grooves in the end of the roadway expansion joint to form a seal.
  • a suitable cement such as an epoxy resin or a polyurethane cement is used to insure the formation of a watertight seal between the two joints at the gutter.
  • FIGS. 5b and 5c show other variations in the type of seal that can be used between the curb joint and the roadway joint.
  • FIG. 5b shows the use of a lap joint to form a tight seal between the curb joint 70 and roadway joint 72.
  • a suitable cement is applied to the contacting surfaces 74 to join them securely together.
  • a plastic or thin rubber strip 76 is adhered to the underside of the two joints to further insure a watertight seal.
  • the joint of FIG. 5c is adapted for use when the curb joint is used along a curb that is not vertical and does not form a right angle with the roadway.
  • the curb joint 80 is provided with an undercut 82.
  • the end 84 of the roadway joint 86 is chamfered so as to form a surface that is parallel with the curb.
  • a suitable cement 88 is used to form a seal along the exposed surface of the two joints.
  • Additional cement 90 is used along the bottom surface.
  • a strip of film such as polyethylene 92 is wrapped around the comer of the two joints and is cemented thereto.
  • FIG.'6 shows the use of a joint in an installation wherein the expansion slot forms an angle of about 30 with respect to the curb. Because of this low angle, one end of the roadway joint must be cut or otherwise formed at a correspondingly high 60 skew angle, thereby increasing the length of the side, and the space between the expansion grooves 116a and 11611. With this type of installation, the curb joint is assembled so that there is a correspondingly greater distance between its expansion grooves 144, 154 as shown.
  • the shape, size and depth of the expansion grooves in each section of the joint can be changed without materially affecting the operation of the joint.
  • other means such as rivets may be used to secure the two sections of the joint together and to fasten the joint to the concrete.
  • the number, size'and location of the reinforcing plates can be varied to match the expansion characteristics of the curb joint with those of the roadway joint.
  • the novel curb joint can be used with other types of roadway expansion joints by adjusting the size, number and location of the grooves so that the movement of the curb joint closely duplicates the contraction and expansion movement of the roadway joint.
  • the curb joint may be modified to include a larger number of sections or grooves, or may be otherwise altered so that the areas of movement of the curb joint will coincide with the opening and closing of the grooves of the roadway joint.
  • the roadway joint does not have any exposed expansion grooves but instead contains internal voids or pockets to permit the joint to contract and expand the curb joint can be modified to include a similar pattern of movement.
  • spacer ribs are used to space the center portion of the joint from the curb.
  • the number and spacing of these ribs is not particularly critical.
  • the purpose of the ribs is to prevent movement of the joint inwardly toward the curb when the roadway expansion joint is expanded or compressed. Outward movement is prevented by abutment with the roadway expansion joint.
  • These ribs should not interfere with the shear movement of the flexing members. They should be sufficiently thick to maintain the coplanar relationship of the exposed surface of the one wing portion with that of the two fastener portions.
  • the various reinforcing plates in the curb joint are generally thin and planar. Although typically made out of steel, these plates can be made from any other metallic or nonmetallic material that is capable of performing the intended function. Furthermore, changes can be made in the shape, size, number and location of these plates while remaining within the purview of the present invention.
  • the plates 63 and 69 can be L-shaped rather than planar, with one leg extending along the shoulder 32 of the recess in the curb and the other along platform 30.
  • the joint is preferably fabricated by molding in a compression mold.
  • the reinforcing plates are positioned in their proper location in the mold, and during the molding and subsequent curing become embedded in and bonded -to the elastomer. Alternatively, the plates may be bonded to the exposed surface of the rubber after molding.
  • the joint is preferably compounded from an elastomer such as chloroprene or natural rubber formulated to have good resistance to environmental conditions such as sunlight and heat and chemicals such as gasoline and oil.
  • the cured rubber should have a Durometer hardness of between about 40 and 60 and should have good abrasion resistance and flexural strength.
  • a generally rectangular curb joint for use in spanning an expansion slot at the ends of a roadway expansion joint extending across a bridge or the like, said curb joint comprising a first section and a second section, each section composed of a curb fastener portion and a wing portion, the curb fastener portion of the first section adapted to be joined to the curb'on one side of the slot and the curb fastener portion of the second section adapted to be joined to the curb on the other side of the slot, each of the wing portions extending laterally outwardly from the curb section, in overlapping engagement with the other wing portion, each section containing a vertically extending expansion groove between the fastener portion and the wing portion.
  • each expansion groove is generally channel shaped and one side of the channel comprises a flexing member which is joined to the wing portion at the top of the groove.
  • the joint of claim 1 further including a tongue and groove joint extending along the front surface at the bottom thereof adapted to engage a corresponding tongue and groove joint on the end of a roadway expansion joint.
  • An elastomeric expansion joint adapted to be used at the curb of a bridge deck over and expansion gap, said joint having an exposed planar surface containing a pair of vertical expansion grooves, said joint comprising:
  • a generally rectangular wing extending laterally from the fastener portion, with one surface thereof coplanar with the exposed planar surface of the fastener portion, and
  • a second section comprising 1. a fastener portion for attachment to the curb on the other side of the gap having an exposed planar surface 2. a generally rectangular wing extending laterally from the fastener portion parallel to the exposed surface and offset therefrom a distance equal to the thickness of the wing of the first section, and forming a lap joint therewith, and
  • each section is generally channel shaped, and one wall of the groove comprises a flexing member joined-to one end of the respective wing.
  • each wing has at least one reinforcing plate embedded therein.
  • the joint of claim 8 further including a plurality of spacer ribs on the wing of the second section extending rearwardly thereof.
  • each fastener portion is adapted to receive studs and nuts for attachment to the curb.
US64712A 1970-08-18 1970-08-18 Curb expansion joint Expired - Lifetime US3650184A (en)

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US6471270A 1970-08-18 1970-08-18

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US (1) US3650184A (ja)
JP (1) JPS527259B1 (ja)
AU (1) AU451017B2 (ja)
CA (1) CA948461A (ja)
DE (1) DE2141419C3 (ja)
ES (1) ES197696Y (ja)
FR (1) FR2102324B1 (ja)
GB (1) GB1355398A (ja)
ZA (1) ZA715100B (ja)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4951735A (ja) * 1972-06-20 1974-05-20
US3814530A (en) * 1972-02-18 1974-06-04 Felt Products Mfg Co Method of sealing a curb and gutter roadway gap and sealing assembly therefor
US3862810A (en) * 1973-10-11 1975-01-28 Gen Tire & Rubber Co Multidirectional elastomeric expansion joint
US3881835A (en) * 1973-06-06 1975-05-06 Felt Products Mfg Co Sidewalk-curb sealing member, assembly and method
US6645082B1 (en) 2002-08-21 2003-11-11 Panolem Industries International Incorporated Bowling lane apparatus
CN107419895A (zh) * 2017-06-26 2017-12-01 中建二局第三建筑工程有限公司 一种施工缝控制装置及其施工方法

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE59702953D1 (de) * 1997-05-15 2001-03-01 Arnulf Stog Fugendichtung
CN111576251B (zh) * 2020-06-16 2021-09-21 中国铁路设计集团有限公司 一种整体桥面系现场拼装的施工方法
CN112064498B (zh) * 2020-09-14 2021-04-13 蒋明敏 梳齿形桥梁伸缩缝板结构及其清理装置

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US26733A (en) * 1860-01-03 Thomas fey
US1793083A (en) * 1930-04-12 1931-02-17 Elmer J Green Expansion joint for concrete or like structures
US3363522A (en) * 1965-11-01 1968-01-16 Gen Tire & Rubber Co Expansion joint
US3555982A (en) * 1968-08-13 1971-01-19 Joseph D George Expansion joint seal

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US26733A (en) * 1860-01-03 Thomas fey
US1793083A (en) * 1930-04-12 1931-02-17 Elmer J Green Expansion joint for concrete or like structures
US3363522A (en) * 1965-11-01 1968-01-16 Gen Tire & Rubber Co Expansion joint
US3555982A (en) * 1968-08-13 1971-01-19 Joseph D George Expansion joint seal

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3814530A (en) * 1972-02-18 1974-06-04 Felt Products Mfg Co Method of sealing a curb and gutter roadway gap and sealing assembly therefor
JPS4951735A (ja) * 1972-06-20 1974-05-20
US4022538A (en) * 1972-06-20 1977-05-10 Watson-Bowman Associates, Inc. Expansion joint seal
US3881835A (en) * 1973-06-06 1975-05-06 Felt Products Mfg Co Sidewalk-curb sealing member, assembly and method
US3862810A (en) * 1973-10-11 1975-01-28 Gen Tire & Rubber Co Multidirectional elastomeric expansion joint
US6645082B1 (en) 2002-08-21 2003-11-11 Panolem Industries International Incorporated Bowling lane apparatus
CN107419895A (zh) * 2017-06-26 2017-12-01 中建二局第三建筑工程有限公司 一种施工缝控制装置及其施工方法
CN107419895B (zh) * 2017-06-26 2024-01-05 中建二局第三建筑工程有限公司 一种施工缝控制装置及其施工方法

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Publication number Publication date
ZA715100B (en) 1972-04-26
AU451017B2 (en) 1974-07-25
DE2141419A1 (de) 1972-02-24
DE2141419B2 (de) 1974-05-02
JPS527259B1 (ja) 1977-03-01
FR2102324A1 (ja) 1972-04-07
ES197696U (es) 1975-05-16
GB1355398A (en) 1974-06-05
CA948461A (en) 1974-06-04
AU3194171A (en) 1973-02-08
DE2141419C3 (de) 1975-01-16
FR2102324B1 (ja) 1974-10-11
ES197696Y (es) 1975-11-01

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