JP2003193411A - Highway-bridge expansion device - Google Patents

Highway-bridge expansion device

Info

Publication number
JP2003193411A
JP2003193411A JP2001395983A JP2001395983A JP2003193411A JP 2003193411 A JP2003193411 A JP 2003193411A JP 2001395983 A JP2001395983 A JP 2001395983A JP 2001395983 A JP2001395983 A JP 2001395983A JP 2003193411 A JP2003193411 A JP 2003193411A
Authority
JP
Japan
Prior art keywords
expansion
bridge
contraction
road bridge
road
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.)
Granted
Application number
JP2001395983A
Other languages
Japanese (ja)
Other versions
JP3912493B2 (en
Inventor
Satoru Shimanoe
哲 島ノ江
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.)
Yokohama Rubber Co Ltd
Original Assignee
Yokohama Rubber Co Ltd
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 Yokohama Rubber Co Ltd filed Critical Yokohama Rubber Co Ltd
Priority to JP2001395983A priority Critical patent/JP3912493B2/en
Publication of JP2003193411A publication Critical patent/JP2003193411A/en
Application granted granted Critical
Publication of JP3912493B2 publication Critical patent/JP3912493B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a highway-bridge expansion device, in which a maintenance cost can be reduced, in the highway-bridge expansion device in which an expansion section is fixed onto a load bearing section. <P>SOLUTION: In the highway-bridge expansion device in which the expansion section 3 is fixed onto the load bearing section 1 installed between both bridge girders X, the load bearing section 1 and the expansion section 3 are formed in a detachable split structure. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、道路橋伸縮装置に
関し、更に詳しくは、メンテナンスにかかるコストを低
減するようにした道路橋伸縮装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road bridge expansion / contraction device, and more particularly to a road bridge expansion / contraction device designed to reduce maintenance costs.

【0002】[0002]

【従来の技術】従来、道路橋の両橋桁間に設置される道
路橋伸縮装置として、ゴム盤内の上部と下部にそれぞれ
道路橋幅方向に延在する複数の補強用鋼板を埋設し、そ
のゴム盤の補強用鋼板間の上下面に道路橋幅方向に延び
る溝部を形成したものが一般的に知られている。このよ
うなゴム盤の伸縮部を有する道路橋伸縮装置は、季節に
よる温度変化により両橋桁間の距離が縮小した際に、ゴ
ム盤の中央部側が盛り上がり、その上を車両が走行する
と、その盛り上がり部分が押し下げられて橋桁を叩くた
め、騒音が発生するという問題があった。
2. Description of the Related Art Conventionally, as a road bridge expansion / contraction device installed between both bridge girders of a road bridge, a plurality of reinforcing steel plates extending in the width direction of the road bridge are embedded in the upper and lower portions of a rubber plate, respectively. It is generally known that a groove portion extending in the width direction of a road bridge is formed on the upper and lower surfaces of a rubber plate between reinforcing steel plates. A road bridge expansion / contraction device having such a rubber plate expansion / contraction device swells when the distance between both bridge girders decreases due to seasonal temperature changes, and the central part of the rubber plate swells, and when the vehicle travels on it, it rises. There was a problem that noise was generated because the part was pushed down and hit the bridge girder.

【0003】そこで、上記対策として、近年、両橋桁間
に荷重支持部を架設し、その荷重支持部上に伸縮部の盛
り上がる中央部側を固着し、荷重支持部と伸縮部とを一
体構造にした道路橋伸縮装置が提案されている。荷重支
持部は、剪断方向の力が作用した際に変形する両支承体
上に荷重支持鋼板を架設した構成になっており、この荷
重支持鋼板に伸縮部を固設して盛り上がりを防止するよ
うにしている。また、両橋桁間の距離が拡縮した時に、
伸縮部と共に支承体が変形することにより両橋桁間の伸
縮に対応できるようになっている。
Therefore, in recent years, as a measure against the above, a load supporting portion is installed between both bridge girders, and the central portion side of the rising and contracting portion is fixed to the load supporting portion so that the load supporting portion and the elastic portion are integrated. A road bridge expansion device has been proposed. The load supporting part is constructed by laying the load supporting steel plates on both bearings that are deformed when a force in the shearing direction is applied. I have to. Also, when the distance between both bridge girders expands and contracts,
By deforming the support together with the expansion and contraction part, it is possible to accommodate expansion and contraction between the bridge girders.

【0004】ところで、上記伸縮部は、その下側に設置
される荷重支持部に比べて、車両の走行による摩耗等に
より劣化が早く進行する。そのため、伸縮部の交換時に
は荷重支持部がまだ使用できるのにもかかわらず、伸縮
部と荷重支持部が一体構造であるため、道路橋伸縮装置
全体を交換する必要があり、その結果、メンテナンスに
かかるコストが高くなるという問題があった。
By the way, the expansion / contraction portion deteriorates more quickly due to wear and the like due to running of the vehicle than the load supporting portion installed on the lower side thereof. Therefore, even though the load support part can still be used when replacing the expansion / contraction part, it is necessary to replace the entire road bridge expansion / contraction device as a result of the integrated structure of the expansion / contraction part and the load support part. There is a problem that the cost becomes high.

【0005】[0005]

【発明が解決しようとする課題】本発明の目的は、荷重
支持部上に伸縮部を固定した道路橋伸縮装置において、
メンテナンスのコストを低減することが可能な道路橋伸
縮装置を提供することにある。
DISCLOSURE OF THE INVENTION An object of the present invention is to provide a road bridge expansion / contraction device in which an expansion / contraction part is fixed on a load support part.
It is to provide a road bridge expansion / contraction device capable of reducing maintenance costs.

【0006】[0006]

【課題を解決するための手段】上記目的を達成する本発
明は、両橋桁間に設置される荷重支持部上に伸縮部を固
定した道路橋伸縮装置において、前記荷重支持部と伸縮
部とを着脱自在な分割構造にしたことを特徴とする。
Means for Solving the Problems The present invention for achieving the above object provides a road bridge expansion / contraction device in which an expansion / contraction part is fixed on a load support part installed between both bridge girders. It is characterized by a detachable split structure.

【0007】このように伸縮部と荷重支持部とを着脱自
在な分割構造にするため、伸縮部が劣化して交換が必要
になった際に伸縮部のみを交換することが可能になる。
従って、従来のように道路橋伸縮装置全体を交換する必
要がないため、メンテナンスコストの削減が可能にな
る。
Since the expandable portion and the load supporting portion are detachable from each other in this way, only the expandable portion can be replaced when the expandable portion deteriorates and needs to be replaced.
Therefore, it is not necessary to replace the entire road bridge expansion / contraction device as in the conventional case, and the maintenance cost can be reduced.

【0008】[0008]

【発明の実施の形態】以下、本発明の構成について添付
の図面を参照しながら詳細に説明する。
DETAILED DESCRIPTION OF THE INVENTION The configuration of the present invention will be described in detail below with reference to the accompanying drawings.

【0009】図1は、本発明の道路橋伸縮装置の一例を
示し、この道路橋伸縮装置は、両橋桁X間に設置される
荷重支持部1と、橋桁X間の距離の拡縮に応じて伸縮す
る伸縮部3を備えている。
FIG. 1 shows an example of a road bridge expansion / contraction device according to the present invention. The road bridge expansion / contraction device according to the load support section 1 installed between both bridge girders X and the expansion / contraction of the distance between the bridge girders X. It is provided with a stretchable portion 3 that stretches.

【0010】荷重支持部1は、道路橋伸縮装置を両橋桁
Xに固定するための両ブロック体11と、両ブロック体
11間に固定した橋桁間支承部21とから構成されてい
る。
The load supporting portion 1 is composed of both block bodies 11 for fixing the road bridge expansion / contraction device to both bridge girders X, and an inter-girder support portion 21 fixed between both block bodies 11.

【0011】両ブロック体11は、鋼材から構成され、
道路橋幅方向に延在する直方体形状になっている。ブロ
ック体11の一側面12には、橋桁X内に埋設固定され
る突起部13が道路橋幅方向に所定の間隔で突設されて
いる。
Both block bodies 11 are made of steel material,
It has a rectangular parallelepiped shape that extends in the width direction of the road bridge. On one side surface 12 of the block body 11, projections 13 embedded and fixed in the bridge girder X are provided at predetermined intervals in the width direction of the road bridge.

【0012】橋桁間支承部21は、両橋桁X上にそれぞ
れ載置される鋼板からなる底板22上に両支承体23が
固設されている。各支承体23は、ゴム層24と鋼板2
5とを交互に積層した積層ゴム支承体から構成され、橋
桁X間の距離が拡縮して道路橋延在方向Yに剪断力が作
用した際にその剪断方向、即ち道路橋延在方向Yに変形
できるようになっている。
In the bridge girder support portion 21, both support bodies 23 are fixedly mounted on a bottom plate 22 made of a steel plate placed on each bridge girder X, respectively. Each support 23 has a rubber layer 24 and a steel plate 2
5 and 5 are alternately laminated, and when the distance between the bridge girders X expands and contracts and a shearing force acts in the road bridge extension direction Y, in the shearing direction, that is, in the road bridge extension direction Y. It can be transformed.

【0013】両支承体23上間には、鋼板からなる荷重
支持板26が架設してある。底板22、支承体23、及
び荷重支持板26は、支承体23の加硫時に接着し、一
体的な構造にしてある。
A load support plate 26 made of a steel plate is installed between the two bearings 23. The bottom plate 22, the support member 23, and the load support plate 26 are adhered to each other when the support member 23 is vulcanized to form an integral structure.

【0014】各ブロック体11の下面14に底板22を
ボルト4で固定することにより、支承体23とブロック
体11との間に空間部5を介在させながら、橋桁間支承
部21を両ブロック体11に固定している。
By fixing the bottom plate 22 to the lower surface 14 of each block body 11 with the bolts 4, the space portion 5 is interposed between the support body 23 and the block body 11, and the bridge girder support portion 21 is fixed to both block bodies. It is fixed at 11.

【0015】荷重支持部1上に設置される伸縮部3は、
ゴム盤からなる弾性盤31を有し、この弾性盤31内の
上部と下部にそれぞれ道路橋幅方向に延在する複数の補
強用鋼板32,33が埋設されている。弾性盤31の上
面31aの補強用鋼板32間には、補強用鋼板32に沿
って道路橋幅方向に延びる複数の溝部34が形成されて
いる。弾性盤31の下面31bの補強用鋼板33間に
も、補強用鋼板33に沿って道路橋幅方向に延びる複数
の溝部35が形成してある。
The expansion / contraction section 3 installed on the load supporting section 1 is
An elastic plate 31 made of a rubber plate is provided, and a plurality of reinforcing steel plates 32, 33 extending in the width direction of the road bridge are embedded in the upper and lower parts of the elastic plate 31, respectively. A plurality of groove portions 34 extending along the reinforcing steel plate 32 in the width direction of the road bridge are formed between the reinforcing steel plates 32 on the upper surface 31 a of the elastic board 31. A plurality of groove portions 35 extending in the width direction of the road bridge along the reinforcing steel plate 33 are also formed between the reinforcing steel plates 33 on the lower surface 31b of the elastic board 31.

【0016】橋桁X間の距離の拡縮に追従してこの溝部
34,35が拡縮変形することにより、伸縮部3が伸縮
できるようになっている。弾性盤31の道路橋延在方向
両端部及び中央部には、伸縮部3を荷重支持部1上に固
定するためのボルト孔36,37がそれぞれ道路橋幅方
向に沿って所定の間隔で穿設されている。
By expanding and contracting the groove portions 34 and 35 in accordance with the expansion and contraction of the distance between the bridge girders X, the expansion and contraction portion 3 can be expanded and contracted. Bolt holes 36 and 37 for fixing the expandable portion 3 on the load supporting portion 1 are formed at both ends and a central portion of the elastic plate 31 in the road bridge extending direction at predetermined intervals along the road bridge width direction. It is set up.

【0017】両ブロック体11の上面15間に弾性盤3
1が載置され、道路橋延在方向両端部のボルト孔36に
挿通したボルト6により、弾性盤31が両ブロック体1
1に着脱自在に固定されている。また、道路橋延在方向
中央部のボルト孔37に挿通したボルト7により、弾性
盤31が荷重支持板26に着脱自在に固定してある。
An elastic plate 3 is provided between the upper surfaces 15 of both block bodies 11.
1 is placed on the elastic plate 31 by the bolts 6 inserted into the bolt holes 36 at both ends of the road bridge extending direction.
1 is detachably fixed. Further, the elastic plate 31 is detachably fixed to the load supporting plate 26 by the bolt 7 inserted into the bolt hole 37 at the central portion of the road bridge extending direction.

【0018】伸縮部3は、ボルト6,7を外すことによ
り、荷重支持部1から取り外すことができるようになっ
ており、荷重支持部1に対して着脱自在な分割構造にな
っている。
The expandable portion 3 can be removed from the load supporting portion 1 by removing the bolts 6 and 7, and has a split structure which is detachable from the load supporting portion 1.

【0019】上記道路橋伸縮装置は、橋桁X間の距離が
縮小した際に、溝部34,35が縮小変形する一方、空
間部5を縮小変形させながら両支承体23が逆ハ字状に
剪断変形することにより、橋桁X間の距離の縮小に追従
する。伸縮部3がボルト7により橋桁間支承部21に固
定されているので、中央部側の盛り上がりに起因する騒
音の発生を招くことがない。他方、橋桁X間の距離が拡
大した際には、溝部34,35が拡大変形する一方、空
間部5を拡大変形させながら両支承体23がハ字状に剪
断変形することにより、橋桁X間の距離の拡大に追従す
る。
In the above-mentioned road bridge expansion / contraction device, when the distance between the bridge girders X is reduced, the grooves 34, 35 are contracted and deformed, while the space 23 is contracted and deformed, and the two bearings 23 are sheared in an inverted V shape. The deformation follows the reduction of the distance between the bridge girders X. Since the expansion / contraction part 3 is fixed to the inter-girder support part 21 by the bolts 7, the generation of noise due to the swelling on the central part side is not caused. On the other hand, when the distance between the bridge girders X is expanded, the groove portions 34 and 35 are expanded and deformed, while the support portions 23 are sheared and deformed in a V shape while the space portion 5 is expanded and deformed, so that the bridge girders X and Follow the expansion of the distance.

【0020】上述した道路橋伸縮装置によれば、伸縮部
3が荷重支持部1に対して着脱自在な分割構造になって
いるので、メンテナンス時に伸縮部3が劣化して交換が
必要になった際に伸縮部3の交換のみが可能になる。そ
のため、劣化が進んでいない荷重支持部1は、そのまま
使用することができるので、メンテナンスにかかるコス
トの低減が可能になる。
According to the above-mentioned road bridge expansion / contraction device, since the expansion / contraction part 3 has a detachable structure with respect to the load support part 1, the expansion / contraction part 3 deteriorates during maintenance and must be replaced. At this time, only the expansion / contraction part 3 can be replaced. Therefore, since the load supporting portion 1 which has not deteriorated can be used as it is, the cost for maintenance can be reduced.

【0021】また、伸縮部3の道路橋延在方向中央部の
みが橋桁間支承部21に固定されているので、橋桁X間
の距離が拡縮した際に、伸縮部3の両側部分が橋桁間支
承部21に対して滑り変形できるので、溝部34,35
を効果的に変形させ、大きな伸縮量に対応することがで
きる。
Further, since only the central portion of the extension portion 3 in the direction of extension of the road bridge is fixed to the inter-girder bearing portion 21, when the distance between the bridge girders X is increased or decreased, both sides of the extension portion 3 are separated by the bridge girders. Since it can slide and deform with respect to the support portion 21, the groove portions 34, 35
Can be effectively deformed to accommodate a large amount of expansion and contraction.

【0022】本発明において、上記支承体23は、ゴム
層24と鋼板25とを交互に積層した構成にしたが、橋
桁X間の距離の拡縮時に上記のように剪断変形可能であ
ればいずれの構成を採用してもよい。
In the present invention, the support member 23 has a structure in which the rubber layers 24 and the steel plates 25 are alternately laminated, but any member can be sheared as described above when the distance between the bridge girders X is increased or decreased. A configuration may be adopted.

【0023】[0023]

【発明の効果】上述したように本発明は、両橋桁間に設
置される荷重支持部上に伸縮部を固定した道路橋伸縮装
置において、荷重支持部と伸縮部とを着脱自在な分割構
造にしたので、荷重支持部より劣化が早く進む伸縮部の
みを交換することができるため、メンテナンスコストを
低減することができる。
As described above, the present invention provides a road bridge expansion / contraction device in which an expansion / contraction part is fixed on a load support part installed between both bridge girders, and has a split structure in which the load support part and the expansion / contraction part are detachable. Therefore, it is possible to replace only the expansion / contraction portion that deteriorates faster than the load support portion, and thus it is possible to reduce maintenance cost.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の道路橋伸縮装置の一例を示す断面図で
ある。
FIG. 1 is a sectional view showing an example of a road bridge expansion / contraction device of the present invention.

【符号の説明】[Explanation of symbols]

1 荷重支持部 3 伸縮部 4,6,7 ボルト 5 空間部 11 ブロック体 12 一側面 13 突起部 14 下面 15 上面 21 橋桁間支承
部 22 底板 23 支承体 24 ゴム層 25 鋼板 26 荷重支持板 31 弾性盤 32,33 補強用鋼板 34,35 溝部 X 橋桁 Y 道路橋延在方
DESCRIPTION OF SYMBOLS 1 load support part 3 expansion-contraction part 4,6,7 bolt 5 space part 11 block body 12 one side surface 13 projection part 14 lower surface 15 upper surface 21 bridge girder support part 22 bottom plate 23 support body 24 rubber layer 25 steel plate 26 load support plate 31 elasticity Board 32,33 Reinforcing steel plate 34,35 Groove X Bridge girder Y Road bridge extension direction

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 両橋桁間に設置される荷重支持部上に伸
縮部を固定した道路橋伸縮装置において、前記荷重支持
部と伸縮部とを着脱自在な分割構造にした道路橋伸縮装
置。
1. A road bridge expansion / contraction device in which an expansion / contraction part is fixed on a load support part installed between both bridge girders, wherein the load support part and the expansion / contraction part have a detachable split structure.
【請求項2】 前記荷重支持部が、前記道路橋伸縮装置
を両橋桁に固定する両ブロック体と、該ブロック体間に
固定した橋桁間支承部とからなる請求項1に記載の道路
橋伸縮装置。
2. The road bridge expansion / contraction according to claim 1, wherein the load support portion includes both block bodies for fixing the road bridge expansion / contraction device to both bridge girders, and bridge girder support parts fixed between the block bodies. apparatus.
【請求項3】 前記伸縮部を前記ブロック体と橋桁間支
承部にそれぞれ着脱自在に固定する請求項2に記載の道
路橋伸縮装置。
3. The road bridge expansion / contraction device according to claim 2, wherein the expansion / contraction part is detachably fixed to the block body and the bridge girder support part, respectively.
【請求項4】前記ブロック体の一側面に前記橋桁内に埋
設固定する突起部を設けた請求項2または3に記載の道
路橋伸縮装置。
4. The road bridge expansion / contraction device according to claim 2, wherein a protrusion that is embedded and fixed in the bridge girder is provided on one side surface of the block body.
【請求項5】 前記橋桁間支承部が、前記両橋桁上に載
置しかつ前記ブロック体に固定した底板と、該底板上に
固設した道路橋延在方向に変形可能な両支承体と、該両
支承体上間に一体的に架設した荷重支持板とからなる請
求項2,3または4に記載の道路橋伸縮装置。
5. A bottom plate in which the bridge girder support portion is placed on the both bridge girders and fixed to the block body, and both support bodies fixed to the bottom plate and deformable in a road bridge extending direction. The road bridge expansion / contraction device according to claim 2, 3 or 4, further comprising a load support plate integrally installed between the two bearings.
【請求項6】 前記支承体が、ゴム層と鋼板とを交互に
積層した積層ゴム支承体からなる請求項5に記載の道路
橋伸縮装置。
6. The road bridge expansion / contraction device according to claim 5, wherein the support is a laminated rubber support in which rubber layers and steel plates are alternately laminated.
【請求項7】 前記伸縮部を、弾性盤内の上部と下部に
それぞれ道路橋幅方向に延在する複数の補強用鋼板を埋
設し、前記弾性盤の該補強用鋼板間の上下面に道路橋幅
方向に延びる溝部を形成して構成し、前記弾性盤の道路
橋延在方向両端部をボルトにより前記ブロック体の上面
に、道路橋延在方向中央部をボルトにより前記荷重支持
板の上面に、それぞれ着脱自在に固定した請求項5また
は6に記載の道路橋伸縮装置。
7. The expansion / contraction portion is formed by embedding a plurality of reinforcing steel plates extending in the width direction of the road bridge in an upper part and a lower part of an elastic plate, and a road is provided on upper and lower surfaces of the elastic plate between the reinforcing steel plates. A groove extending in the bridge width direction is formed, and both ends of the elastic board in the road bridge extension direction are bolted to the upper surface of the block body, and a central portion of the road bridge extension direction is bolted to the upper surface of the load support plate. 7. The road bridge expansion and contraction device according to claim 5 or 6, which is detachably fixed to each.
JP2001395983A 2001-12-27 2001-12-27 Road bridge telescopic device Expired - Fee Related JP3912493B2 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007231710A (en) * 2006-02-27 2007-09-13 Takumi Matsumoto Expansion device
JP2010285757A (en) * 2009-06-09 2010-12-24 Yokohama Rubber Co Ltd:The Expansion apparatus for road bridge
CN103590329A (en) * 2013-11-25 2014-02-19 中铁第一勘察设计院集团有限公司 Expansion joint of railway prestressed concrete portion cable-stayed bridge beam end

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007231710A (en) * 2006-02-27 2007-09-13 Takumi Matsumoto Expansion device
JP2010285757A (en) * 2009-06-09 2010-12-24 Yokohama Rubber Co Ltd:The Expansion apparatus for road bridge
CN103590329A (en) * 2013-11-25 2014-02-19 中铁第一勘察设计院集团有限公司 Expansion joint of railway prestressed concrete portion cable-stayed bridge beam end
CN103590329B (en) * 2013-11-25 2015-12-02 中铁第一勘察设计院集团有限公司 Railway Prestressed Concrete partial cable-stayed bridge beam-ends shrinkage joint

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