JP2007321334A - Road bridge expansion device - Google Patents

Road bridge expansion device Download PDF

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Publication number
JP2007321334A
JP2007321334A JP2006149121A JP2006149121A JP2007321334A JP 2007321334 A JP2007321334 A JP 2007321334A JP 2006149121 A JP2006149121 A JP 2006149121A JP 2006149121 A JP2006149121 A JP 2006149121A JP 2007321334 A JP2007321334 A JP 2007321334A
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rubber member
road bridge
bridge expansion
mounting members
contraction device
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JP2006149121A
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JP4692393B2 (en
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Masayuki Isono
雅幸 礒野
Noriyasu Kato
典保 加藤
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Yokohama Rubber Co Ltd
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Yokohama Rubber Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a road bridge expansion device which prevents separation of a rubber member having both ends thereof pinched by and bonded to metallic mounting members, and prevents upward liberation of the rubber member even if it is separated from the mounting members. <P>SOLUTION: According to the structure of the road bridge expansion device, the mounting members 5, 5 pinching both the ends of the rubber member 2 have side recesses 5b, 5b formed in respective side surfaces abutting on the rubber member 2, and side projections 3, 3 of the rubber member 2 are embedded in the side recesses 5b, 5b, respectively, to thereby enlarge a contact area between the rubber member and the mounting members. Then the rubber member 2 and the mounting members 5, 5 are formed into a unitary body by vulcanizing bonding. As a result, by virtue of engagement between the side projections 3, 3 and the side recesses 5b, 5b, the rubber member 2 is prevented from liberating upward. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、道路橋伸縮装置に関し、さらに詳しくは、金属製の取付け部材に両端部を挟まれて加硫接着されたゴム部材のはく離を抑制するとともに、はく離が生じた場合であってもゴム部材の上方への遊離を防止できるようにした道路橋伸縮装置に関するものである。   The present invention relates to a road bridge expansion and contraction device, and more particularly, suppresses the peeling of a rubber member that is vulcanized and bonded by sandwiching both ends of a metal mounting member, and rubber even when peeling occurs. The present invention relates to a road bridge expansion and contraction device that can prevent the member from being released upward.

道路橋の桁と桁との継ぎ目には気温変化による桁の伸縮を吸収するために遊間部が設けられ、この遊間部を覆うようにゴム部材を用いた道路橋伸縮装置が設置されている。この道路橋伸縮装置は、桁の伸縮を吸収するとともに上面を自動車等が通過する過酷な条件で使用されるため、特に、ゴム部材の損傷が激しくなる。そこで、ゴム部材の耐久性を向上させる種々の道路橋伸縮装置が提案されている(例えば、特許文献1参照)。   A gap between the girders of the road bridge and the girders is provided with a gap portion in order to absorb the expansion and contraction of the girders due to temperature changes, and a road bridge expansion and contraction device using a rubber member is installed so as to cover the gap portion. Since this road bridge expansion / contraction device absorbs the expansion and contraction of the girder and is used under harsh conditions in which an automobile or the like passes through the upper surface, damage to the rubber member is particularly severe. Therefore, various road bridge expansion and contraction devices that improve the durability of the rubber member have been proposed (see, for example, Patent Document 1).

図5、6に例示するように、一般的な従来の道路橋伸縮装置13は、ゴム部材2の両端部に一対の金属製の取付け部材5、5が設けられ、それぞれの取付け部材5、5はゴム部材2の下面を支持する支持部5a、5aを有している。ゴム部材2は、それぞれの取付け部材5、5の側面および支持部5a、5aに当接して加硫接着されている。この取付け部材5、5には、水平方向に延びるアンカー(アンカーバーまたはアンカープレート)6が取付け部材5、5の長手方向に所定間隔で突設されている。   As illustrated in FIGS. 5 and 6, a general conventional road bridge expansion / contraction device 13 is provided with a pair of metal attachment members 5, 5 at both ends of the rubber member 2, and the respective attachment members 5, 5 are provided. Has support portions 5 a and 5 a for supporting the lower surface of the rubber member 2. The rubber member 2 is vulcanized and bonded to the side surfaces of the mounting members 5 and 5 and the support portions 5a and 5a. On the attachment members 5 and 5, anchors (anchor bars or anchor plates) 6 extending in the horizontal direction protrude from the attachment members 5 and 5 at a predetermined interval in the longitudinal direction.

伸縮装置13は、桁7と桁7との遊間部12を覆うように架け渡され、それぞれの取付け部材5、5に突設されたアンカー6、6と、それぞれの桁7、7の床版8、8の上に配筋された補強鉄筋9や図示しない埋め込み鉄筋とが溶接等により接合される。次いで、アンカー6、6等の上から後打ちコンクリート10が舗装材11、11の表面と平らになるように打設されて伸縮装置13が設置される。   The telescopic device 13 is bridged so as to cover the space 12 between the girders 7 and 7, and the anchors 6 and 6 projecting from the mounting members 5 and 5, and the floor slabs of the girders 7 and 7, respectively. Reinforcing bars 9 arranged on 8 and 8 and embedded reinforcing bars (not shown) are joined by welding or the like. Next, the post-cast concrete 10 is placed from above the anchors 6 and 6 so as to be flat with the surfaces of the pavement materials 11 and 11, and the telescopic device 13 is installed.

このゴム部材2と取付け部材5、5との接着面には、経年劣化およびゴム部材2の上面を通過する車両による圧力や衝撃力等によって、はく離が発生することがある。ゴム部材2がはく離し、図5の二点鎖線に示すように上方に遊離して車両の走行面に突出すると走行車両の障害になる。そのため、ゴム部材2と金属製の取付け部材5とのはく離を防止し、はく離が生じた場合であってもゴム部材2が上方に遊離しないようにすることが必要であった。
特開平10−195809号公報
Separation may occur on the adhesive surface between the rubber member 2 and the attachment members 5 and 5 due to aging deterioration, pressure or impact force by a vehicle passing through the upper surface of the rubber member 2, and the like. If the rubber member 2 is peeled off and separated upward as shown by a two-dot chain line in FIG. 5, it will be an obstacle to the traveling vehicle. For this reason, it is necessary to prevent the rubber member 2 and the metal attachment member 5 from being peeled off, and to prevent the rubber member 2 from separating upward even when peeling occurs.
JP-A-10-195809

本発明の目的は、金属製の取付け部材に両端部を挟まれて加硫接着されたゴム部材のはく離を抑制するとともに、はく離が生じた場合であってもゴム部材の上方への遊離を防止できるようにした道路橋伸縮装置を提供することにある。   The object of the present invention is to suppress the release of a rubber member that is vulcanized and bonded with both ends sandwiched between metal mounting members, and prevents the rubber member from being released upward even when the release occurs. An object of the present invention is to provide a road bridge expansion and contraction device which can be used.

上記目的を達成するため本発明の道路橋伸縮装置は、ゴム部材の両端部を金属製の取付け部材で挟んで加硫接着により一体化した道路橋伸縮装置において、前記取付け部材のゴム部材と当接するそれぞれの側面に側面凹部を設けるとともに、前記ゴム部材に該側面凹部に埋入する側面突起を設け、該側面凹部と側面突起とを加硫接着して構成したことを特徴とするものである。   In order to achieve the above object, a road bridge expansion / contraction device according to the present invention is a road bridge expansion / contraction device in which both ends of a rubber member are sandwiched between metal attachment members and integrated by vulcanization adhesion. A side recess is provided on each side surface in contact with the rubber member, and a side projection to be embedded in the side recess is provided on the rubber member, and the side recess and the side projection are vulcanized and bonded. .

本発明の道路橋伸縮装置によれば、ゴム部材の両端部を挟んで加硫接着された取付け部材のゴム部材と当接するそれぞれの側面に側面凹部を設けるとともに、ゴム部材に側面凹部に埋入する側面突起を設けて、側面凹部と側面突起とを加硫接着して構成したので、接着面積が増加して接着力が大きくなり、ゴム部材のはく離を抑制することができる。また、はく離が生じた場合であっても側面凹部と側面突起とが係合しているので、ゴム部材の上方への遊離を防止することができる。   According to the road bridge expansion and contraction device of the present invention, the side surface concave portions are provided on the respective side surfaces of the rubber members that come into contact with the rubber member of the vulcanized and bonded member with both end portions of the rubber member interposed therebetween, and the side surface concave portions are embedded in the rubber member. Since the side protrusions are provided and the side recesses and the side protrusions are vulcanized and bonded, the bonding area is increased and the adhesive strength is increased, and the peeling of the rubber member can be suppressed. Further, even when peeling occurs, the side recess and the side projection are engaged with each other, so that the rubber member can be prevented from being released upward.

以下、本発明の道路橋伸縮装置を図に示した実施形態に基づいて説明する。尚、本発明の道路橋伸縮装置を遊間部12に設置する手順は、図5、6に例示した従来の道路橋伸縮装置13と同様なので、その説明を省略するとともに、従来の道路橋伸縮装置13と同じ構成要素については、同じ符号を使用する。   Hereinafter, the road bridge expansion and contraction device of the present invention will be described based on the embodiments shown in the drawings. The procedure for installing the road bridge telescopic device of the present invention in the play section 12 is the same as that of the conventional road bridge telescopic device 13 illustrated in FIGS. For the same components as 13, the same reference numerals are used.

図1、2に例示するように、本発明の道路橋伸縮装置1(以下、伸縮装置1という)は、加硫ゴムからなる厚さ寸法Hの板状のゴム部材2が両端部を金属製の取付け部材5、5により挟まれた構造となっている。ゴム部材2の表面には、桁7の幅方向(図2では上下方向)に延びる直線状の溝2a、2aが設けられ、桁7の長手方向(図2では左右方向)の伸縮を容易に吸収できるように構成されている。   As illustrated in FIGS. 1 and 2, the road bridge expansion / contraction device 1 (hereinafter referred to as the expansion / contraction device 1) of the present invention has a plate-shaped rubber member 2 made of vulcanized rubber and having a thickness H, and both ends thereof are made of metal. It is the structure pinched | interposed between the attachment members 5 and 5. On the surface of the rubber member 2, linear grooves 2a and 2a extending in the width direction of the beam 7 (vertical direction in FIG. 2) are provided, so that the longitudinal direction of the beam 7 (horizontal direction in FIG. 2) can be easily expanded and contracted. It is configured to absorb.

それぞれの取付け部材5、5は、ゴム部材2の下面を支持する支持部5a、5aを有するとともに、ゴム部材2と当接する側面には桁7の長手方向に窪んだ側面凹部5b、5bを有している。ゴム部材2には、側面凹部5b、5bに対応するように桁7の長手方向に突出する側面突起3、3が設けられている。   Each attachment member 5, 5 has support portions 5 a, 5 a that support the lower surface of the rubber member 2, and side surface recesses 5 b, 5 b that are recessed in the longitudinal direction of the girder 7 on the side surface in contact with the rubber member 2. is doing. The rubber member 2 is provided with side protrusions 3 and 3 protruding in the longitudinal direction of the beam 7 so as to correspond to the side recesses 5b and 5b.

このゴム部材2は、取付け部材5、5の側面および支持部5a、5aに当接して側面突起3、3を側面凹部5b、5bに埋入し、加硫接着により取付け部材5、5と一体化して構成されている。側面突起3、3と側面凹部5b、5bとは加硫接着により接合されている。この実施形態では、側面突起3、3および側面凹部5b、5bは、桁7の幅方向に連続して延設されているが、桁の幅方向で複数に分割して設けるようにしてもよい。   The rubber member 2 contacts the side surfaces of the mounting members 5 and 5 and the support portions 5a and 5a so that the side projections 3 and 3 are embedded in the side surface recesses 5b and 5b, and is integrated with the mounting members 5 and 5 by vulcanization adhesion. It is structured. The side projections 3 and 3 and the side recesses 5b and 5b are joined by vulcanization adhesion. In this embodiment, the side protrusions 3 and 3 and the side recesses 5b and 5b are continuously extended in the width direction of the beam 7. However, the side protrusions 3 and 3 and the side recesses 5b and 5b may be divided into a plurality of portions in the width direction of the beam. .

このゴム部材2は、桁7、7の温度変化等による長手方向の伸縮を弾性変形することにより吸収するとともに、伸縮装置1の上面を通過する車両によって繰返し圧力や衝撃力等を受ける。そのため、ゴム部材2の取付け部材5、5との接着面は経年劣化に加えて、これら外力により接着劣化が促進される。   The rubber member 2 absorbs elastic expansion and contraction in the longitudinal direction caused by temperature changes of the girders 7 and 7 and receives repeated pressure, impact force, and the like by the vehicle passing through the upper surface of the expansion device 1. For this reason, the adhesion surface of the rubber member 2 with the attachment members 5 and 5 is accelerated by these external forces in addition to the deterioration over time.

この実施形態では、ゴム部材2に側面突起3、3を設けているので、取付け部材5、5との接着面積が増大して接着力が大きくなり、はく離が生じにくくなっている。また、側面凹部5bに埋入している側面突起3の接着面は、側面凹部5bによって保護されて走行車両による外力が直接作用しないため、接着劣化の促進が抑制される。   In this embodiment, since the side protrusions 3 and 3 are provided on the rubber member 2, the adhesion area with the attachment members 5 and 5 is increased, the adhesion force is increased, and peeling is less likely to occur. Moreover, since the adhesion surface of the side projection 3 embedded in the side recess 5b is protected by the side recess 5b and an external force by the traveling vehicle does not act directly, the promotion of adhesion deterioration is suppressed.

仮にゴム部材2と取付け部材5、5との接着面に、はく離が生じた場合であっても、側面突起3、3と側面凹部5b、5bとが係合しているので、ゴム部材2が上方に遊離することを防止でき、車両走行面にゴム部材2が突出するトラブルをなくすことが可能となる。桁7、7の伸縮により遊間部12が広くなる場合でも、側面突起3、3は桁7、7の長手方向に突出しているので、側面突起3、3の突出長さの範囲で側面凹部5b、5bとの係合を保つことができる。   Even if peeling occurs on the bonding surface between the rubber member 2 and the mounting members 5 and 5, the side protrusions 3 and 3 and the side recesses 5b and 5b are engaged. It is possible to prevent the rubber member 2 from protruding upward and to eliminate the trouble that the rubber member 2 protrudes from the vehicle running surface. Even when the gap portion 12 becomes wider due to the expansion and contraction of the girders 7 and 7, the side projections 3 and 3 project in the longitudinal direction of the girders 7 and 7. 5b can be maintained.

また、ゴム部材2に相対的に厚さ寸法Hの薄い部分があると、ゴム部材2の上面を通過する車両による繰返しの圧力により、ゴム厚の薄い部分が相対的に早く損傷するが、この実施形態では、側面突起3、3がゴム部材2の厚さ寸法Hに何ら影響しないので、側面突起3の存在によってゴム部材2の耐久性に悪影響が生じることがない。   In addition, if the rubber member 2 has a relatively thin portion with a thickness H, the thin portion of the rubber is relatively quickly damaged by repeated pressure by the vehicle passing through the upper surface of the rubber member 2. In the embodiment, since the side protrusions 3 and 3 do not affect the thickness dimension H of the rubber member 2, the presence of the side protrusion 3 does not adversely affect the durability of the rubber member 2.

図3に例示するように、側面突起3にフランジ状の拡大部3aを設けるとともに、側面凹部5bを、この拡大部3aを外嵌して係合する形状に形成することもできる。このように側面突起3に拡大部3aを設けることにより、接着面積がさらに増大して接着力が大きくなる。また、遊間部12が拡大した場合に拡大部3aが側面凹部5bに係合するので、側面突起3を側面凹部5bから容易に外れないようにすることができる。拡大部3aの形状は、側面突起3を側面凹部5bから外れにくくすることができれば、特に限定されるものではない。   As illustrated in FIG. 3, the side protrusion 3 can be provided with a flange-like enlarged portion 3 a, and the side concave portion 5 b can be formed in a shape that engages by engaging the enlarged portion 3 a. Thus, by providing the side protrusion 3 with the enlarged portion 3a, the adhesion area is further increased and the adhesion force is increased. Moreover, since the expansion part 3a engages with the side surface recessed part 5b when the play part 12 expands, the side surface protrusion 3 can be prevented from being easily detached from the side surface recessed part 5b. The shape of the enlarged portion 3a is not particularly limited as long as the side protrusion 3 can be prevented from coming off from the side recess 5b.

また、図4に例示するように、ゴム部材2の下面に拡大部4aを有し、下方に突出する下面突起4を設けるとともに、この下面突起4に外嵌して係合する下面凹部5cを設け、下面突起4と下面凹部5cとを加硫接着するように構成してもよい。これによりゴム部材2と取付け部材5との接着力がさらに大きくなり、ゴム部材2のはく離を一層抑制することができる。また、下面突起4が拡大部4aによって下面凹部5cと係合して、はく離が生じた場合であっても、ゴム部材2の上方への遊離をより確実に防止することができる。   Further, as illustrated in FIG. 4, the rubber member 2 has an enlarged portion 4 a on the lower surface, provided with a lower surface protrusion 4 that protrudes downward, and a lower surface recess 5 c that fits and engages with the lower surface protrusion 4. Alternatively, the lower surface protrusion 4 and the lower surface recess 5c may be vulcanized and bonded. Thereby, the adhesive force between the rubber member 2 and the attachment member 5 is further increased, and the peeling of the rubber member 2 can be further suppressed. Further, even when the lower surface protrusion 4 is engaged with the lower surface concave portion 5c by the enlarged portion 4a and the separation occurs, it is possible to more reliably prevent the rubber member 2 from being released upward.

この実施形態では、下面突起4がゴム部材2の厚さ寸法Hを小さくすることがないので、下面突起4を設けることによってゴム部材2の耐久性に悪影響が生じることがない。   In this embodiment, since the lower surface protrusion 4 does not reduce the thickness dimension H of the rubber member 2, providing the lower surface protrusion 4 does not adversely affect the durability of the rubber member 2.

下面突起4および下面凹部5cは、桁7の幅方向に連続して延設してもよく、桁の幅方向で複数に分割して設けるようにしてもよい。   The lower surface protrusion 4 and the lower surface recessed portion 5c may extend continuously in the width direction of the beam 7 or may be divided into a plurality of portions in the width direction of the beam.

本発明の道路橋伸縮装置を例示する側面図である。It is a side view which illustrates the road bridge expansion-contraction apparatus of this invention. 図1の平面図である。It is a top view of FIG. 図1のA部の変形例を示す拡大側面図である。It is an enlarged side view which shows the modification of the A section of FIG. 図1のA部の別の変形例を示す拡大側面図である。It is an enlarged side view which shows another modification of the A section of FIG. 従来の道路橋伸縮装置を例示する側面図である。It is a side view which illustrates the conventional road bridge expansion-contraction apparatus. 図5の平面図である。FIG. 6 is a plan view of FIG. 5.

符号の説明Explanation of symbols

1 道路橋伸縮装置
2 ゴム部材 2a 溝
3 側面突起 3a 拡大部
4 下面突起 4a 拡大部
5 取付け部材 5a 支持部 5b 側面凹部 5c 下面凹部
6 アンカー(アンカーバーまたはアンカープレート)
7 桁
8 床版
9 補強鉄筋
10 後打ちコンクリート
11 舗装材
12 遊間部
13 従来の道路橋伸縮装置
DESCRIPTION OF SYMBOLS 1 Road bridge expansion-contraction apparatus 2 Rubber member 2a Groove 3 Side protrusion 3a Enlarged part 4 Lower surface protrusion 4a Enlarged part 5 Mounting member 5a Support part 5b Side surface recessed part 5c Bottom surface recessed part 6 Anchor (anchor bar or anchor plate)
7 Girder 8 Floor slab 9 Reinforcing bar 10 Post-cast concrete 11 Pavement material 12 Spacing section 13 Conventional road bridge expansion and contraction device

Claims (3)

ゴム部材の両端部を金属製の取付け部材で挟んで加硫接着により一体化した道路橋伸縮装置において、前記取付け部材のゴム部材と当接するそれぞれの側面に側面凹部を設けるとともに、前記ゴム部材に該側面凹部に埋入する側面突起を設け、該側面凹部と側面突起とを加硫接着して構成した道路橋伸縮装置。   In a road bridge expansion / contraction device in which both ends of a rubber member are sandwiched between metal attachment members and integrated by vulcanization adhesion, side recesses are provided on the respective side surfaces of the attachment member that contact the rubber member, and the rubber member A road bridge expansion and contraction device provided with side projections embedded in the side recesses and vulcanized and bonded to the side recesses and side projections. 前記側面突起が拡大部を有するとともに、前記側面凹部が該側面突起を係合する形状に形成されている請求項1に記載の道路橋伸縮装置。   The road bridge expansion and contraction device according to claim 1, wherein the side projection has an enlarged portion, and the side recess is formed in a shape to engage the side projection. 前記ゴム部材の下面に拡大部を有する下面突起を設けるとともに、該ゴム部材の下面を支持する前記取付け部材の支持部に、該下面突起に係合する下面凹部を設け、該下面突起と下面凹部とを加硫接着して構成した請求項1または2に記載の道路橋伸縮装置。   A lower surface protrusion having an enlarged portion is provided on the lower surface of the rubber member, and a lower surface recess that engages with the lower surface protrusion is provided on a support portion of the mounting member that supports the lower surface of the rubber member. The road bridge expansion and contraction device according to claim 1, wherein the two are vulcanized and bonded together.
JP2006149121A 2006-05-30 2006-05-30 Road bridge telescopic device Expired - Fee Related JP4692393B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103556569A (en) * 2013-11-22 2014-02-05 张志成 Composite seamless expansion joint for bridge
CN104818669A (en) * 2015-05-11 2015-08-05 苏交科集团股份有限公司 Sliding seamless telescoping device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54173521U (en) * 1978-05-26 1979-12-07
JPS56163104U (en) * 1980-05-06 1981-12-04
JPS5760905U (en) * 1980-09-29 1982-04-10
JPH10195809A (en) * 1996-12-28 1998-07-28 Aoi Kagaku Kogyo Kk Expansion/contraction device for road bridge

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54173521U (en) * 1978-05-26 1979-12-07
JPS56163104U (en) * 1980-05-06 1981-12-04
JPS5760905U (en) * 1980-09-29 1982-04-10
JPH10195809A (en) * 1996-12-28 1998-07-28 Aoi Kagaku Kogyo Kk Expansion/contraction device for road bridge

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103556569A (en) * 2013-11-22 2014-02-05 张志成 Composite seamless expansion joint for bridge
CN103556569B (en) * 2013-11-22 2016-01-20 张志成 A kind of bridge composite seamless shrinkage joint
CN104818669A (en) * 2015-05-11 2015-08-05 苏交科集团股份有限公司 Sliding seamless telescoping device

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