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JP3442362B2 - Expansion device for road bridge joint - Google Patents
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JP3442362B2 - Expansion device for road bridge joint - Google Patents

Expansion device for road bridge joint

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Publication number
JP3442362B2
JP3442362B2 JP2000385626A JP2000385626A JP3442362B2 JP 3442362 B2 JP3442362 B2 JP 3442362B2 JP 2000385626 A JP2000385626 A JP 2000385626A JP 2000385626 A JP2000385626 A JP 2000385626A JP 3442362 B2 JP3442362 B2 JP 3442362B2
Authority
JP
Japan
Prior art keywords
seam
longitudinal direction
expansion joint
road bridge
joint
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
JP2000385626A
Other languages
Japanese (ja)
Other versions
JP2002188107A (en
Inventor
元之助 新井
良昌 新井
行雄 明石
Original Assignee
日本道路公団
中外道路株式会社
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 日本道路公団, 中外道路株式会社 filed Critical 日本道路公団
Priority to JP2000385626A priority Critical patent/JP3442362B2/en
Publication of JP2002188107A publication Critical patent/JP2002188107A/en
Application granted granted Critical
Publication of JP3442362B2 publication Critical patent/JP3442362B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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】本発明は道路橋継目部の伸縮
装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a telescopic device for a road bridge joint.

【0002】[0002]

【従来の技術】道路橋の継目部には伸縮装置が設置さ
れ、この伸縮装置によって道路橋の伸縮を許容しながら
車両が橋面を支障なく走行できるようにするとともに、
道路橋下への雨水や土砂の落下が防止されている。例え
ば、特許第2598244号公報には2枚の波板を縦に
して対向させ、この波板の対向する内面にゴム製の溝形
シール板の両側部を接着させて雨水や土砂の落下防止が
図られている。この公報に記載のシール板は、その両端
に凸部と凹部とが形成されて溝の両端が塞がれており、
継目長手方向に相隣る伸縮装置のシール板は互いの凸部
と凹部とを嵌合することによって接続されている。
2. Description of the Related Art An expansion / contraction device is installed at a joint portion of a road bridge, and this expansion / contraction device allows a vehicle to travel on a bridge surface without obstruction while allowing expansion / contraction of the road bridge.
Rainwater and sediment are prevented from falling under the road bridge. For example, in Japanese Patent No. 2598244, two corrugated plates are vertically opposed to each other, and both sides of a rubber grooved sealing plate are adhered to the inner surfaces of the corrugated plates which are opposed to each other to prevent rainwater and earth and sand from falling. Has been planned. The seal plate described in this publication has a convex portion and a concave portion formed at both ends thereof to close both ends of the groove,
The seal plates of the expansion and contraction device which are adjacent to each other in the longitudinal direction of the seam are connected by fitting the convex portions and the concave portions of each other.

【0003】また、特開平6−41909号公報には、
道路橋伸縮装置において、2枚の縦板の上部と下部の各
々にシール手段を設けることによって、この2枚の縦板
間を2重にシールすることが記載されている。すなわ
ち、上部シール手段は、縦板間の上部に液状ゴムシール
材を充填し自然加硫させてなるものであり、下部シール
手段は2枚の縦板の下方でゴム板をU字状に撓め、その
両側部を両縦板の背面に固定したものである。
Further, Japanese Patent Laid-Open No. 6-41909 discloses that
It is described in the road bridge expansion and contraction device that double sealing is provided between the two vertical plates by providing sealing means on each of the upper and lower portions of the two vertical plates. That is, the upper sealing means is formed by filling the upper portion between the vertical plates with a liquid rubber sealing material and naturally vulcanizing it, and the lower sealing means bends the rubber plates into a U shape below the two vertical plates. , Both sides of which are fixed to the backs of both vertical plates.

【0004】[0004]

【発明が解決しようとする課題】上述の如く継目長手方
向に相隣るシール板同士を嵌合その他の方法で継ぎ合わ
せた場合、その継ぎ合わせ部で漏水を招きやすいという
問題がある。また、上述の如き二重のシール構造は漏水
防止に有利にはなるが、上部シール手段は液状ゴムシー
ル材を充填して自然加硫させただけであるから、ゴムが
早期に劣化して亀裂が入ったり縦板から剥離し易く、長
期間にわたってシール性を発揮させることができない。
When the seal plates adjacent to each other in the longitudinal direction of the seam are joined by fitting or other methods as described above, there is a problem that water leakage is likely to occur at the joined portion. Further, although the double sealing structure as described above is advantageous in preventing water leakage, the upper sealing means is only filled with a liquid rubber sealing material and naturally vulcanized, so that the rubber deteriorates early and cracks occur. It easily enters or peels off from the vertical plate, and the sealing property cannot be exhibited for a long period of time.

【0005】そこで、本発明は、上記二重シール構造を
改良してシール性を高めることを課題とする。
Therefore, an object of the present invention is to improve the double seal structure to enhance the sealing property.

【0006】[0006]

【課題を解決するための手段】本発明は、このような課
題に対して、上部のシール部材の接続位置から漏水して
もこれを下部のシール部材で受けて橋下への漏れを防止
できるようにしたものである。
In order to solve such a problem, the present invention enables a lower seal member to receive even if water leaks from a connecting position of an upper seal member and prevent leakage under the bridge. It is the one.

【0007】すなわち、請求項1に係る発明は、道路橋
の継目長手方向に延び互いの凸部と 凹部とが向かい合う
ように組み合わされた一対の波板と、この両波板の対向
する内面に接着され道路橋の継目を塞ぐ継目長手方向に
延びたシール部材とを各々有し、上記波板の上端が路面
高さに位置付けられ、互いのシール部材同士が継目長手
方向に接続された複数の上部伸縮継手と、道路橋の継目
長手方向に延び互いの凸部と凹部とが向かい合うように
組み合わされた一対の波板と、この両波板の対向する内
面に接着され道路橋の継目を塞ぐ継目長手方向に延びた
シール部材とを各々有し、上記上部伸縮継手の下側に配
置され、互いのシール部材同士が継目長手方向に接続さ
れた複数の下部伸縮継手とを備え、上記上部伸縮継手の
波板と下部伸縮継手の波板とは互いに面一になるように
設けられ、上記上部伸縮継手のシール部材同士の接続位
置と、上記下部伸縮継手のシール部材同士の接続位置と
が継目長手方向にずれていることを特徴とする道路橋継
目部の伸縮装置である。
That is, the invention according to claim 1 is a road bridge
The seams extend in the longitudinal direction and the convex and concave parts face each other.
A pair of corrugated plates that are combined like
And a seal member extending in the longitudinal direction of the seam, which is adhered to the inner surface and closes the seam of the road bridge, the upper end of the corrugated plate is positioned at the road surface height , and the respective seal members are connected in the seam longitudinal direction. Multiple upper expansion joints and road bridge seams
Extend in the longitudinal direction so that the convex and concave parts face each other.
A pair of corrugated plates combined with each other
And a sealing member which is adhered to the surface and extends in the seam longitudinal direction for closing the seam of the road bridge, is arranged below the upper expansion joint, and a plurality of sealing members are connected to each other in the seam longitudinal direction. With a lower expansion joint ,
Make sure that the corrugated sheet and the corrugated sheet of the lower expansion joint are flush with each other.
Provided is the extension device of a road bridge seam portion, characterized in that the connection position of the sealing member between the upper expansion joint, a connecting position of the seal member between the lower expansion joint is shifted in the seam longitudinally .

【0008】請求項2に係る発明は、各々道路橋の継目
長手方向に延び且つ互いに継目長手方向に接続されて道
路橋の継目を塞ぐ複数のシール部材を有し、上端が路面
高さに位置付けられた伸縮継手と、上記伸縮継手の下側
に配置された下部シール手段とを備え、上記下部シール
手段は、道路橋の継目長手方向に延び、両側部が上記伸
縮継手とは別に設けられている押え板によって道路橋本
体に固定された、道路橋の継目を塞ぐ下部シール部材
有し、上記伸縮継手のシール部材同士の接続位置は、上
記下部シール部材の継目長手方向に継目なく連続して延
びる部分の上方に配置されていることを特徴とする道路
橋継目部の伸縮装置である。
The invention according to claim 2 has a plurality of sealing members that extend in the longitudinal direction of the seam of the road bridge and are connected to each other in the longitudinal direction of the seam to close the seam of the road bridge, and the upper end is positioned at the road surface height. Expansion joint and a lower seal means arranged below the expansion joint, and the lower seal
The means extend in the longitudinal direction of the seam of the road bridge , with both sides extending as described above.
A road bridge is provided by a holding plate that is provided separately from the compression joint.
Fixed to the body, the lower sealing member for closing the seam of the road bridge
An expansion / contraction device for a road bridge joint , wherein the expansion joint has a connection position between the seal members, which is arranged above a portion of the lower seal member that continuously and seamlessly extends in the longitudinal direction of the seam. Is.

【0009】請求項3に係る発明は、各々道路橋の継目
長手方向に延び且つ互いに継目長手方向に接続されて道
路橋の継目を塞ぐ複数のシール部材を有し、上端が路面
高さに位置付けられた伸縮継手と、 上記伸縮継手の下側
に配置された下部シール手段とを備え、上記下部シール
手段は、道路橋の継目長手方向に延び、両側部が上記伸
縮継手とは別に設けられている支持板によって上記伸縮
継手に支持された、道路橋の継目を塞ぐ下部シール部材
を有し、上記伸縮継手のシール部材同士の接続位置は、
上記下部シール部材の継目長手方向に継目なく連続して
延びる部分の上方に配置されていることを特徴とする道
路橋継目部の伸縮装置である。
The invention according to claim 3 is a seam of a road bridge.
A path extending longitudinally and connected longitudinally to each other at the seam.
It has multiple sealing members that close the seams of the road bridge, and the upper end is the road surface.
Expansion joint positioned at height and below the expansion joint
And a lower seal means arranged in
The means extend in the longitudinal direction of the seam of the road bridge, with both sides extending as described above.
The expansion and contraction is performed by a support plate that is provided separately from the compression joint.
Lower seal member, which is supported by the joint and closes the seam of the road bridge
The connecting position of the seal members of the expansion joint is
Seamless of the lower sealing member Continuously in the longitudinal direction
A road characterized by being located above the extending part
It is an expansion and contraction device for the road bridge joint.

【0010】請求項4に係る発明は、各々道路橋の継目
長手方向に延び且つ互いに継目長手方向に接続されて道
路橋の継目を塞ぐ複数のシール部材を有し、上端が路面
高さに位置付けられた伸縮継手と、上記伸縮継手の下側
に配置された下部シール手段とを備え、上記下部シール
手段は、道路橋の継目長手方向に延び、両側部が上記伸
縮継手とは別に設けられている支持板によって道路橋本
体に支持された、道路橋の継目を塞ぐ下部シール部材を
有し、上記伸縮継手のシール部材同士の接続位置は、上
記下部シール部材の継目長手方向に継目なく連続して延
びる部分の上方に配置されていることを特徴とする道路
橋継目部の伸縮装置である。
The invention according to claim 4 is the joint of a road bridge.
A path extending longitudinally and connected longitudinally to each other at the seam.
It has multiple sealing members that close the seams of the road bridge, and the upper end is the road surface.
Expansion joint positioned at height and below the expansion joint
And a lower seal means arranged in
The means extend in the longitudinal direction of the seam of the road bridge, with both sides extending as described above.
Road Hashimoto with a support plate provided separately from the compression joint
The lower seal member that is supported by the body and closes the seam of the road bridge
And the connecting position of the seal members of the expansion joint is
The seam of the lower seal member extends continuously in the longitudinal direction.
A road characterized by being placed above the jumping part
It is an expansion and contraction device for bridge joints .

【0011】請求項2〜4の下部シール部材について
は、シールすべき道路橋継目部の全長にわたって継目な
く連続して延びたものを用いることもできるが、複数の
シール部材を継目長手方向に接続して構成するようにし
てもよい。
The lower sealing member according to any one of claims 2 to 4 may be one that continuously extends over the entire length of the road bridge joint to be sealed, but a plurality of sealing members are connected in the longitudinal direction of the joint. You may make it comprise.

【0012】従って、本発明においては、上側の伸縮継
手のシール部材同士が接続された部分から下方に万一漏
水することがあっても、その漏水量は少なく、しかもそ
の漏れた雨水は下側のシール部材の継目長手方向に継目
なく連続して延びる部分で受けられるから、この下側の
シール部材からさらに橋下へ漏水することを防止する上
で有利になる。また、下側のシール部材同士に接続部分
があっても、上述の如く上側のシール部材の接続部分か
ら漏れた雨水は下側のシール部材の継目長手方向に継目
なく連続して延びる部分で受けられるから、その漏れた
水が該下側のシール部材の接続部分に集中することがな
く、下側のシール部材同士の接続部分から更に橋下に漏
水することが防がれる。
Therefore, in the present invention, even if water leaks downward from the portion where the seal members of the upper expansion joint are connected to each other, the amount of water leakage is small and the leaked rainwater is lower. Since it is received by a portion of the seal member that continuously extends in the seam longitudinal direction, it is advantageous in preventing leakage of water from the lower seal member to the bottom of the bridge. Even if there is a connecting portion between the lower sealing members, the rainwater leaked from the connecting portion of the upper sealing member as described above is received by the continuously extending portion in the longitudinal direction of the joint of the lower sealing member. Therefore, the leaked water does not concentrate on the connection portion of the lower seal member, and it is possible to prevent further leakage of water under the bridge from the connection portion of the lower seal members.

【0013】[0013]

【発明の効果】以上のように本発明によれば、上側のシ
ール部材同士の接続位置を下側のシール部材の継目長手
方向に継目なく連続して延びる部分の上方に配置したか
ら、仮に上側のシール部材同士の接続部分から下方に漏
水することがあっても、下側のシール部材から更に橋下
に漏水することが防止され、道路橋継目部のシール性が
高くなる。
As described above, according to the present invention, since the connection position of the upper sealing members is arranged above the continuously extending portion in the longitudinal direction of the seam of the lower sealing member, the upper sealing member is temporarily tentatively arranged. Even if water leaks downward from the connecting portion between the seal members, it is prevented that water leaks further below the bridge from the lower seal member, and the sealing property of the road bridge joint portion is improved.

【0014】[0014]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings.

【0015】<実施形態1> 図1には本実施形態に係る道路橋の継目部分がコンクリ
ートの一部を省略して示されている。同図において、1
は道路橋本体、2は橋面舗装であり、道路橋本体1,1
の継目部に道路橋伸縮装置3が設置されている。道路橋
伸縮装置3は、上部伸縮継手4と下部伸縮継手5とを備
えている。
<First Embodiment> FIG. 1 shows a joint portion of a road bridge according to the present embodiment with a part of concrete omitted. In the figure, 1
Is a road bridge body, 2 is a bridge surface pavement, and a road bridge body 1, 1
The road bridge expansion / contraction device 3 is installed at the seam part of. The road bridge expansion / contraction device 3 includes an upper expansion joint 4 and a lower expansion joint 5.

【0016】先に下部伸縮継手5を説明すると、これ
は、図2に示すように、縦にして互いの凸部と凹部とが
向かい合うように組み合わされた一対の波板6,6を備
えている。この両波板6,6は継目長手方向(道路橋幅
員方向)に延びている。両波板6,6の間には溝形のゴ
ム製シール板(シール部材)7が配置されている。この
シール板7は、両側部が両波板6,6の対向する内面に
接着されたシール板本体と、このシール板本体の一端に
設けられた溝形凸部7aと、他端に設けられた溝形凹部
7bとを備えている。
First, the lower expansion joint 5 will be described. As shown in FIG. 2, the lower expansion joint 5 is provided with a pair of corrugated plates 6 and 6 which are vertically assembled and have convex portions and concave portions facing each other. There is. The corrugated sheets 6 and 6 extend in the longitudinal direction of the joint (the width direction of the road bridge). A groove-shaped rubber seal plate (seal member) 7 is disposed between the corrugated plates 6 and 6. This seal plate 7 is provided with seal plate bodies whose both sides are adhered to the inner surfaces of the corrugated plates 6 and 6 which face each other, a groove-shaped protrusion 7a provided at one end of the seal plate body, and provided at the other end. Grooved concave portion 7b.

【0017】溝形凸部7aは、図3にも示すように、シ
ール板本体の一端に繋がって波板6の端より外方へ突出
した溝形状のものであり、その溝の先端は止水壁で塞が
れている。溝形凹部7bは、シール板本体の他端より折
り返されてこのシール板本体の溝の内側を内方へ延びた
ものであって、溝形凸部7aが嵌合する溝形状に形成さ
れ、その溝の先端は止水壁で塞がれている。また、溝形
凹部7bはシール板本体の端縁に繋がっているが、この
端縁から奥に入った部分は図4にも示すようにシール板
本体に重なっているだけで拘束はされていない。
As shown in FIG. 3, the groove-shaped convex portion 7a has a groove shape which is connected to one end of the seal plate body and projects outward from the end of the corrugated plate 6, and the tip of the groove is stopped. It is blocked by a water wall. The groove-shaped concave portion 7b is folded back from the other end of the seal plate main body and extends inward inside the groove of the seal plate main body, and is formed in a groove shape into which the groove-shaped convex portion 7a is fitted. The tip of the groove is closed by a water blocking wall. Further, the groove-shaped concave portion 7b is connected to the edge of the seal plate body, but the part that goes into the back from this edge overlaps with the seal plate body as shown in FIG. 4 and is not restrained. .

【0018】波板6の凸部側の下端には底板9が設けら
れ、また、波板6の背面にはアンカー10が設けられて
いる。波板6の両端には継目長手方向に相隣る伸縮継手
同士を連結するためのプレート11が側方へ突出させて
設けられている。
A bottom plate 9 is provided on the lower end of the corrugated plate 6 on the convex side, and an anchor 10 is provided on the back surface of the corrugated plate 6. Plates 11 for connecting the expansion joints adjacent to each other in the longitudinal direction of the seam are provided at both ends of the corrugated plate 6 so as to project laterally.

【0019】上部伸縮継手4は、底板を備えていないこ
とを除いて下部伸縮継手5と同じ構成であり、一対の波
板6,6と、両端に溝形凸部7a及び溝形凹部7bを有
するゴム製のシール板(シール部材)7と、アンカー1
0と、プレート11とを備えてなる。上部伸縮継手4の
波板6の上端は路面高さに位置付けられている。
The upper expansion joint 4 has the same structure as the lower expansion joint 5 except that it does not have a bottom plate, and has a pair of corrugated plates 6, 6 and groove-shaped projections 7a and groove-shaped recesses 7b at both ends. Rubber seal plate (seal member) 7 and anchor 1
0 and a plate 11. The upper end of the corrugated plate 6 of the upper expansion joint 4 is positioned at the road surface height.

【0020】図1に示すように、継目長手方向に相隣る
上部伸縮継手4は、互いのシール板7同士を溝形凸部7
aと溝形凹部7bとの嵌合によって隙間なく接続し、互
いの波板9のプレート11同士をボルトで結合すること
によって連結されている。継目長手方向に相隣る下部伸
縮継手5も、互いのシール板7同士の溝形凸部7aと溝
形凹部7bとの嵌合によって隙間なく接続し、互いの波
板9のプレート11同士をボルトで結合することによっ
て連結されている。
As shown in FIG. 1, the upper expansion joints 4 which are adjacent to each other in the longitudinal direction of the seam have their respective sealing plates 7 and the groove-shaped convex portions 7.
The a and the groove-shaped recess 7b are fitted to each other without any gap, and the plates 11 of the corrugated plates 9 are connected by bolts. The lower expansion joints 5 adjacent to each other in the longitudinal direction of the seam are also connected to each other without gaps by fitting the groove-shaped projections 7a and the groove-shaped recesses 7b of the seal plates 7 with each other so that the plates 11 of the corrugated plates 9 are mutually connected. They are connected by connecting with bolts.

【0021】そうして、上部伸縮継手4同士の連結位置
と、下部伸縮継手5同士の連結位置とは、すなわち、上
部伸縮継手4のシール板7同士の接続位置と下部伸縮継
手5のシール板7同士の接続位置とは、継目長手方向に
ずらされている。
In this way, the connection position between the upper expansion joints 4 and the connection position between the lower expansion joints 5, that is, the connection position between the seal plates 7 of the upper expansion joint 4 and the seal plate of the lower expansion joint 5. The connection position of 7 comrades is shifted in the longitudinal direction of the seam.

【0022】また、上部伸縮継手4と下部伸縮継手5と
は、下部伸縮継手5の波板6の上に上部伸縮継手4の波
板6を互いに面一になるように載せ、接続板12をこの
上下の波板6に跨るように設けてそれらの背面に溶接す
ることにより、上下に結合されていて、上部伸縮継手4
の波板6の上端が路面高さになっている。
The upper expansion joint 4 and the lower expansion joint 5 are mounted on the corrugated plate 6 of the lower expansion joint 5 so that the corrugated plates 6 of the upper expansion joint 4 are flush with each other, and the connecting plate 12 is attached. The upper expansion joint 4 is joined to the upper and lower expansion joints 4 by being provided so as to straddle the upper and lower corrugated plates 6 and welded to their back surfaces.
The upper end of the corrugated plate 6 has a road surface height.

【0023】上部伸縮継手4及び下部伸縮継手5の両
側、つまり波板7の背部にはコンクリート13が路面高
さまで打設されている。
On both sides of the upper expansion joint 4 and the lower expansion joint 5, that is, on the back of the corrugated plate 7, concrete 13 is cast up to the height of the road surface.

【0024】上部伸縮継手4のシール板7の溝には砂、
液状ゴムシール材その他の充填材15が充填され、下部
伸縮継手5のシール板7の溝にはそのような充填材を充
填せず、溝空間が形成されている。上部伸縮継手4のシ
ール板7の溝に砂と液状ゴムシール材とを充填する場
合、先に砂を入れ、その上に液状ゴムシール材を流し込
んで自然加硫させる。
In the groove of the seal plate 7 of the upper expansion joint 4, sand,
A liquid rubber sealing material or other filling material 15 is filled, and the groove of the seal plate 7 of the lower expansion joint 5 is not filled with such a filling material to form a groove space. When the groove of the seal plate 7 of the upper expansion joint 4 is filled with sand and the liquid rubber seal material, the sand is first put, and the liquid rubber seal material is poured on the sand and naturally vulcanized.

【0025】以上のように、道路橋伸縮装置3は、各上
部伸縮継手4のシール板7によって形成された溝の両端
が溝形凸部7a及び溝形凹部7bの各止水壁によって塞
がれていて、その溝が互いに独立している。従って、各
シール板7の溝に砂やシール材その他の充填物を入れて
も、あるいは雨水が入っても、それらは当該溝内に止ま
り、隣りの上部伸縮継手4のシール板7の溝には流出し
ない。
As described above, in the road bridge expansion / contraction device 3, both ends of the groove formed by the seal plates 7 of the respective upper expansion joints 4 are closed by the respective water stop walls of the groove-shaped convex portion 7a and the groove-shaped concave portion 7b. The grooves are independent of each other. Therefore, even if sand, a sealing material, or other filler is put in the groove of each seal plate 7, or rainwater enters, they will stay in the groove and will not enter the groove of the seal plate 7 of the adjacent upper expansion joint 4. Does not leak.

【0026】また、相隣る上部伸縮継手4のシール板7
同士は溝形凸部7aと溝形凹部7bとの嵌合によって隙
間なく接続されているから、当該接続部分からの漏水が
防止される。仮に当該接続部分から雨水が漏れて落下し
ても、その漏水量は微量である。しかも、その漏れた雨
水は下部伸縮継手5のシール板7同士の接続部以外の部
分、すなわち、シール板7の継目長手方向に継目なく連
続して延びる溝部分で受けられるから、橋下へ漏れ落ち
ることが防止される。
Also, the seal plate 7 of the adjacent upper expansion joint 4 is adjacent to each other.
Since the groove-shaped convex portions 7a and the groove-shaped concave portions 7b are connected to each other without any gap, water leakage from the connection portion is prevented. Even if rainwater leaks from the connection part and falls, the amount of leakage is very small. Moreover, the leaked rainwater is received by the portion other than the connecting portion between the seal plates 7 of the lower expansion joint 5, that is, the groove portion that continuously and seamlessly extends in the longitudinal direction of the seam of the seal plate 7, and thus leaks under the bridge. Is prevented.

【0027】<実施形態2> 本実施形態については図5及び図6に示されている。道
路橋伸縮装置3の伸縮継手4は、実施形態1の上部伸縮
継手と同様に設けられた一対の波板6,6と、両端に溝
形凸部7a及び溝形凹部7bを有するシール板7と、ア
ンカー(図示省略)とを備えていて、波板6の凸部側の
下端には底板9が設けられている。継目長手方向に相隣
る伸縮継手4,4は、互いのシール板7同士を溝形凸部
7aと溝形凹部7bとの嵌合によって隙間なく接続し、
互いの波板9のプレート(図示省略)同士をボルトで結
合することによって連結されている。なお、充填材15
の図示は省略した。この点は以下の他の実施形態でも同
じである。
<Second Embodiment> This embodiment is shown in FIGS. 5 and 6. The expansion joint 4 of the road bridge expansion / contraction device 3 includes a pair of corrugated plates 6 and 6 provided similarly to the upper expansion joint of the first embodiment, and a seal plate 7 having groove-shaped convex portions 7a and groove-shaped concave portions 7b at both ends. And an anchor (not shown), and a bottom plate 9 is provided at the lower end on the convex side of the corrugated plate 6. Expansion joints 4 and 4 that are adjacent to each other in the longitudinal direction of the seam connect the seal plates 7 to each other by fitting the groove-shaped convex portion 7a and the groove-shaped concave portion 7b without any gap,
The plates (not shown) of the corrugated plates 9 are joined together by bolts. The filler 15
Is omitted. This point is the same in the other embodiments described below.

【0028】下部シール手段5は、図6に伸縮継手4を
除いて示すように、シールすべき道路橋継目部の全長に
わたって継目なく連続して延びるシール板(シール部
材)7と、このシール板7を道路橋本体1,1に固定す
る押え板16,16とを備えてなる。
The lower sealing means 5, as shown in FIG. 6 except for the expansion joint 4, has a seal plate (seal member) 7 which continuously and continuously extends over the entire length of the road bridge joint to be sealed, and this seal plate. It is provided with pressing plates 16 and 16 for fixing 7 to the road bridge main bodies 1 and 1.

【0029】すなわち、シール板7は、ゴム板をU字状
に撓めてなるもので、この撓み部分が道路橋本体1,1
の遊間18に配置され、その両側部が道路橋本体1,1
に形成された切欠き段部1a,1aの縁部に懸けられて
いる。押え板16は断面逆L字状になって継目長手方向
に延び、押え板16の水平部がシール板7の側部に上か
ら押えるように重ねられている。この押え板16の水平
部がシール板7と共にコンクリート用釘17により上記
切欠き段部1aに固定されている。押え板16の垂直部
はシール板7のU字状撓み部の上部を道路橋本体1の端
面に挟みこんでいる。この下部シール手段5のシール板
7には、補強布入りのゴム板を採用することが好まし
い。
That is, the seal plate 7 is formed by bending a rubber plate into a U shape, and the bent portion is the road bridge main body 1, 1.
It is placed in the play space 18 of the road bridge, and both sides of the road bridge body 1, 1
It is hung on the edges of the notched step portions 1a, 1a formed in. The holding plate 16 has an inverted L-shaped cross section and extends in the longitudinal direction of the seam, and the horizontal portion of the holding plate 16 is superposed on the side portion of the sealing plate 7 from above. The horizontal portion of the pressing plate 16 is fixed to the notch step portion 1a together with the sealing plate 7 by the concrete nail 17. The vertical portion of the holding plate 16 sandwiches the upper portion of the U-shaped bending portion of the seal plate 7 in the end surface of the road bridge body 1. A rubber plate containing a reinforcing cloth is preferably used as the seal plate 7 of the lower sealing means 5.

【0030】そうして、シール板7のU字状撓み部の溝
にはスポンジ19が押え板16の水平部上面と同じ高さ
まで詰められている。また、図5に示すように、波板6
の背面下部には切欠き段部1aにコンクリート13を打
設したときに、該コンクリート13が下部シール手段5
の上に漏れ出ることを防止する堰板20が設けられてい
る。
In this way, the groove of the U-shaped bending portion of the seal plate 7 is filled with the sponge 19 to the same height as the upper surface of the horizontal portion of the holding plate 16. Moreover, as shown in FIG.
When the concrete 13 is placed in the notch step 1a at the lower back of the concrete, the concrete 13 causes the lower sealing means 5 to
A barrier plate 20 is provided on the top of the barrier plate 20 to prevent the barrier plate 20 from leaking.

【0031】施工に際しては、まず、下部シール手段5
を設置しスポンジ19を詰めてから、その上に伸縮継手
4を配置し、波板6,6の背部にコンクリート13を打
設する。
In the construction, first, the lower sealing means 5
, The sponge 19 is filled, the expansion joint 4 is arranged on the sponge 19, and the concrete 13 is placed on the backs of the corrugated plates 6 and 6.

【0032】従って、本実施形態の場合も、実施形態1
と同様に、相隣る伸縮継手4のシール板7の接続部分か
ら雨水が漏れて落下しても、その漏れた雨水は下部シー
ル手段5のシール板7の継目長手方向に継目なく連続し
て延びる部分で受けられるから、橋下へ漏れ落ちること
が防止される。
Therefore, also in the case of this embodiment, the first embodiment
Similarly, even if rainwater leaks from the connecting portion of the seal plates 7 of the adjacent expansion joints 4 and falls, the leaked rainwater continuously continues in the longitudinal direction of the seam of the seal plate 7 of the lower sealing means 5. Since it can be received at the extended part, it is prevented from leaking under the bridge.

【0033】また、道路橋上の車両走行音が下部シール
手段5のシール板7及びスポンジ19によって吸収・遮
断され、橋下の騒音が小さくなる。
Further, the vehicle running noise on the road bridge is absorbed and blocked by the sealing plate 7 and the sponge 19 of the lower sealing means 5, and the noise under the bridge is reduced.

【0034】さらに、伸縮継手4の施工時に、当該継手
部品や工具が遊間18から橋下へ落下することが下部シ
ール手段5によって防止され、工事の安全性が高まる。
Further, when the expansion joint 4 is installed, the joint parts and tools are prevented from falling from the play space 18 under the bridge by the lower seal means 5, and the safety of the construction is enhanced.

【0035】<実施形態3> 本実施形態については図7〜図11に示されている。道
路橋伸縮装置3の伸縮継手4は、実施形態1と同様に設
けられた一対の波板6,6と、両端に溝形凸部7a及び
溝形凹部7bを有するシール板7と、アンカーとを備え
ていて、波板6の凸部側の下端には底板9が設けられて
いる。そうして、継目長手方向に相隣る伸縮継手4,4
は、互いのシール板7同士を溝形凸部7aと溝形凹部7
bとの嵌合によって隙間なく接続し、互いの波板9のプ
レート11同士をボルトで結合することによって連結さ
れている。
<Third Embodiment> This embodiment is shown in FIGS. The expansion joint 4 of the road bridge expansion / contraction device 3 includes a pair of corrugated plates 6 and 6 provided as in the first embodiment, a seal plate 7 having groove-shaped projections 7a and groove-shaped recesses 7b at both ends, and an anchor. The bottom plate 9 is provided at the lower end of the corrugated plate 6 on the convex side. Then, expansion joints 4, 4 adjacent to each other in the longitudinal direction of the seam
Seals the respective sealing plates 7 with each other by using the groove-shaped projections 7a and the groove-shaped recesses 7a.
The plates 11 of the corrugated plates 9 are connected to each other by bolts so that the plates 11 are connected to each other without any gaps.

【0036】下部シール手段5は、各々継目長手方向に
延び且つ互いに継目長手方向に突き合わされた複数のゴ
ム製シール板7と、各シール板7を伸縮継手4に支持す
る支持板21,21と、図8に示すようにこの支持板2
1にシール板7を固定する押え板22とを備えてなる。
The lower sealing means 5 includes a plurality of rubber sealing plates 7 extending in the longitudinal direction of the seam and abutting each other in the longitudinal direction of the seam, and support plates 21 and 21 for supporting the sealing plates 7 on the expansion joint 4. , This support plate 2 as shown in FIG.
1 and a holding plate 22 for fixing the seal plate 7.

【0037】すなわち、下部シール手段5の支持板21
は、波板6の背面に固定される垂直取付部と、この取付
部下端より遊間18に向かって斜めに延びる集水部と、
この集水部下端より垂直に下った支持部とを備えてな
る。上記取付部は波板6に対して固定されている。
That is, the support plate 21 of the lower sealing means 5
Is a vertical mounting portion fixed to the back surface of the corrugated plate 6, and a water collecting portion extending obliquely from the lower end of the mounting portion toward the play space 18.
And a supporting portion vertically lower than the lower end of the water collecting portion. The mounting portion is fixed to the corrugated plate 6.

【0038】下部シール手段5のシール板7は、ゴム板
をU字状に撓めて溝形状に形成されたものであり、その
両側部が上記支持板21の支持部の背面に重ねられて、
その上から押え板22が重ねられて、ボルトにより当該
支持部に固定されている。シール板7の溝の両端は薄い
ゴム板によって形成されたシール端部材の可撓性を有す
る止水壁23によって塞がれている。
The sealing plate 7 of the lower sealing means 5 is formed by bending a rubber plate into a U-shape so as to have a groove shape, and both sides thereof are superposed on the back surface of the supporting portion of the supporting plate 21. ,
A presser plate 22 is overlaid on it and is fixed to the support portion by bolts. Both ends of the groove of the seal plate 7 are closed by a flexible water stop wall 23 of a seal end member formed of a thin rubber plate.

【0039】上記下部シール手段5のシール板7は、伸
縮継手4のシール板7よりも長く形成されている。すな
わち、図9に示すように、伸縮継手4(従って、そのシ
ール板7)は例えば1m前後とされて、その複数が継目
長手方向Wに接続されているが、下部シール手段5(従
って、そのシール板7)は、道路の車線幅員(2.75
〜3.75m)に略等しい長さに設定されて、その複数
が継目長手方向に突き合わされて接続されている。但
し、下部シール手段5のシール板7の接続位置(突き合
わせ位置)Aは伸縮継手4のシール板7の接続位置Bに
対して継目長手方向にずらされている。このずれ量は例
えば50mm程度とすればよい。
The seal plate 7 of the lower seal means 5 is formed longer than the seal plate 7 of the expansion joint 4. That is, as shown in FIG. 9, the expansion joint 4 (hence, its sealing plate 7) is, for example, about 1 m, and a plurality of them are connected in the joint longitudinal direction W, but the lower sealing means 5 (hence, its The seal plate 7) is a road lane width (2.75).
The length is set to be approximately equal to 3.75 m), and a plurality of them are abutted and connected in the longitudinal direction of the seam. However, the connection position (butting position) A of the seal plate 7 of the lower sealing means 5 is displaced from the connection position B of the seal plate 7 of the expansion joint 4 in the joint longitudinal direction. This deviation amount may be, for example, about 50 mm.

【0040】そうして、上記下部シール手段5のシール
板7の溝底は道路の横断勾配に対応して継目長手方向の
一方へ下降傾斜しており、その低くなった側の端部に当
該シール板7の溝から水を抜く水抜き管24が連結され
ている。この水抜き管24は、道路橋路肩の排水桝から
橋脚を伝って橋下の集水桝に延びている排水管(図示省
略)に接続されている。なお、図9において、25は道
路橋の高欄である。
Thus, the groove bottom of the sealing plate 7 of the lower sealing means 5 is inclined downward in one of the longitudinal directions of the seam in correspondence with the transverse gradient of the road, and the lower end portion thereof is concerned. A drain pipe 24 for draining water from the groove of the seal plate 7 is connected. The drainage pipe 24 is connected to a drainage pipe (not shown) that extends from the drainage basin on the road bridge shoulder along the bridge pier to the water collection basin under the bridge. In addition, in FIG. 9, 25 is a balustrade of a road bridge.

【0041】従って、本実施形態の場合も、相隣る伸縮
継手4のシール板7の接続部分から雨水が漏れて落下し
ても、その漏れた雨水は下部シール手段5のシール板7
で受けられ、水抜き管24より排水管に導かれることに
なり、下部シール手段5のシール板7の突き合わせ接続
部から橋下へ漏水することが避けられる。
Therefore, also in the case of this embodiment, even if rainwater leaks from the connecting portion of the seal plates 7 of the adjacent expansion joints 4 and falls, the leaked rainwater is not removed.
And is guided to the drainage pipe through the drainage pipe 24, so that it is possible to avoid water leakage from the butt joint of the seal plate 7 of the lower sealing means 5 to the underside of the bridge.

【0042】図10及び図11は上記下部シール手段5
の変形例を示す。
10 and 11 show the lower sealing means 5 described above.
A modification of is shown.

【0043】すなわち、この例のシール端部材は、底板
部31と、その両側縁から立ち上がった側板部32,3
2と、底板部31の前縁から立ち上がった止水壁23と
を備え、後面及び上面は開口している薄いゴム製のもの
である。止水壁23は縦方向の折れ線を有する凹凸状
(蛇腹状)に形成されていて、両側縁は側板部32,3
2に続いている。このシール端部材はシール板7の端部
に該シール板7が内側になるように嵌められて、その重
なった部分が接着されている。
That is, in the seal end member of this example, the bottom plate portion 31 and the side plate portions 32, 3 rising from both side edges thereof.
2 and a water blocking wall 23 that rises from the front edge of the bottom plate portion 31, and is made of a thin rubber having an open rear surface and an upper surface. The water blocking wall 23 is formed in an uneven shape (bellows shape) having a vertical broken line, and both side edges have side plate portions 32, 3
Followed by 2. This seal end member is fitted to the end portion of the seal plate 7 so that the seal plate 7 is located inside, and the overlapped portion is bonded.

【0044】そうして、継目長手方向に相隣る下部シー
ル手段5の止水壁23は互いの凹部と凸部とが重なるよ
うに、つまり互いの凹凸が噛み合うように組み合わされ
ている。また、下部シール手段5の横断勾配に対応して
下降傾斜して低くなった側のシール端部材の底板部31
には水抜き管24が接続されている。この水抜き管24
付きシール端部材が設けられたシール板7の底部には、
水抜き管24の接続口が塞がれないように切欠き7cが
形成されている。
In this way, the water blocking walls 23 of the lower sealing means 5 adjacent to each other in the longitudinal direction of the seam are combined so that the concave portions and the convex portions thereof overlap with each other, that is, the concave and convex portions mesh with each other. In addition, the bottom plate portion 31 of the seal end member on the side that is lowered and lowered corresponding to the transverse gradient of the lower sealing means 5 is provided.
A drain pipe 24 is connected to the. This drainage pipe 24
At the bottom of the seal plate 7 provided with the attached seal end member,
The notch 7c is formed so that the connection port of the drainage pipe 24 is not blocked.

【0045】従って、この変形例では、止水壁23が縦
方向の折れ線を有する凹凸状、すなわち、蛇腹状に形成
されているから、橋長方向への伸縮性が高い。また、横
断勾配上手側の止水壁23と下手側の止水壁23とは、
互いの凹凸が噛み合うように組み合わされていて、その
接触面積が広くなっているから、この両止水壁23,2
3の接続部からの漏水防止に有利である。
Therefore, in this modification, since the water blocking wall 23 is formed in an uneven shape having a vertical fold line, that is, in a bellows shape, the stretchability in the bridge length direction is high. In addition, the water stop wall 23 on the upper side and the water stop wall 23 on the lower side of the cross slope are
Since the concavities and convexities are combined so as to mesh with each other and the contact area is wide, the water blocking walls 23, 2
3 is advantageous in preventing water leakage from the connection part.

【0046】<実施形態4> 本実施形態については図12に示されている。道路橋伸
縮装置3の伸縮継手4は、実施形態1と同様に設けられ
た一対の波板6,6と、両端に溝形凸部7a及び溝形凹
部7bを有するシール板7と、アンカーとを備えてい
て、波板6の下端には底板9が設けられている。そうし
て、継目長手方向に相隣る伸縮継手4,4は、互いのシ
ール板7同士を溝形凸部7aと溝形凹部7bとの嵌合に
よって隙間なく接続し、互いの波板9のプレート11同
士をボルトで結合することによって連結されている。
<Embodiment 4> This embodiment is shown in FIG. The expansion joint 4 of the road bridge expansion / contraction device 3 includes a pair of corrugated plates 6 and 6 provided as in the first embodiment, a seal plate 7 having groove-shaped projections 7a and groove-shaped recesses 7b at both ends, and an anchor. The bottom plate 9 is provided at the lower end of the corrugated plate 6. Then, the expansion joints 4 and 4 adjacent to each other in the longitudinal direction of the seam connect the seal plates 7 to each other without a gap by fitting the groove-shaped projections 7a and the groove-shaped recesses 7b, and the corrugated plates 9 of each other. The plates 11 are joined together by bolts.

【0047】下部シール手段5は、シールすべき道路橋
継目部の全長にわたって継目なく連続して延びるシール
板7と、このシール板7を道路橋本体1,1に支持する
支持板26,26と、シール板7を支持板26に止める
押え板27とを備えてなる。
The lower sealing means 5 includes a seal plate 7 which continuously extends over the entire length of the road bridge joint to be sealed, and support plates 26 and 26 which support the seal plate 7 on the road bridge main bodies 1 and 1. And a holding plate 27 that holds the seal plate 7 to the support plate 26.

【0048】すなわち、支持板26,26は、切欠き段
部1a,1aに立設されて伸縮継手4の底板9,9の下
側を継目長手方向に直線的に延びており、背部にはアン
カー10が設けられている。シール板7は、ゴム板を支
持板26,26の間でU字状に撓めてなるもので、その
両側部が支持板26,26の上端を越えてその背面に延
ばされ、該支持板26の背面にボルトにより押え板27
を介して固定されている。
That is, the support plates 26, 26 are erected on the notch step portions 1a, 1a and extend linearly in the joint longitudinal direction below the bottom plates 9, 9 of the expansion joint 4, and at the back portion. An anchor 10 is provided. The seal plate 7 is formed by bending a rubber plate in a U-shape between the support plates 26, 26, and both side portions thereof extend beyond the upper ends of the support plates 26, 26 and extend to the back surface thereof. A pressing plate 27 is attached to the back surface of the plate 26 by a bolt.
Is fixed through.

【0049】そうして、上記伸縮継手4は、その底板9
が下部シール手段5のシール板7の上に載せられ、これ
により、シール板7は底板9と支持板26とに挟まれた
状態になっている。
Then, the expansion joint 4 has the bottom plate 9 thereof.
Is placed on the seal plate 7 of the lower seal means 5, and thus the seal plate 7 is sandwiched between the bottom plate 9 and the support plate 26.

【0050】従って、本実施形態の場合も、相隣る伸縮
継手4のシール板7の接続部分から雨水が漏れて落下し
ても、その漏れた雨水は下部シール手段5のシール板7
の継目長手方向に継目なく連続して延びる部分で受けら
れるから、橋下へ漏れ落ちることが防止される。
Therefore, also in the case of this embodiment, even if rainwater leaks from the connecting portion of the seal plates 7 of the expansion joints 4 adjacent to each other and drops, the leaked rainwater is not removed.
Since it is received by a portion that continuously extends in the longitudinal direction of the seam, it is possible to prevent leakage under the bridge.

【0051】なお、下部シール手段5のシール板に関
し、上記実施形態2,4ではをシールすべき道路橋継目
部の全長にわたって継目なく連続して延ばし、実施形態
3では車線幅員に略等しい長さにしたが、施工制限等の
必要に応じて、適宜の長さで分割してそれらを互いに接
続し、その接続位置を上側の伸縮継手4の接続位置に対
して継目長手方向にずらすようにしてもよい。
With respect to the sealing plate of the lower sealing means 5, in the above-described Embodiments 2 and 4, the road plate is continuously and continuously extended over the entire length of the road bridge joint to be sealed, and in Embodiment 3, the length is approximately equal to the lane width. However, if necessary due to construction restrictions, etc., divide them into appropriate lengths and connect them to each other, and shift the connection position with respect to the connection position of the upper expansion joint 4 in the joint longitudinal direction. Good.

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

【図1】本発明の実施形態1に係る道路橋継目部を一部
省略し一部断面にして示す斜視図。
FIG. 1 is a perspective view showing a road bridge seam part according to a first embodiment of the present invention with a part of the seam part omitted.

【図2】同実施形態の下部伸縮継手を一部省略して示す
斜視図。
FIG. 2 is a perspective view showing a lower expansion joint of the same embodiment with a part thereof omitted.

【図3】同実施形態の下部伸縮継手のシール板の溝形凸
部と溝形凹部との関係を示す縦断面図。
FIG. 3 is a vertical cross-sectional view showing the relationship between the groove-shaped projections and the groove-shaped recesses of the seal plate of the lower expansion joint of the same embodiment.

【図4】同実施形態の下部伸縮継手をシール板の溝形凹
部の部位で横断して示す横断面図。
FIG. 4 is a transverse cross-sectional view showing the lower expansion joint of the same embodiment, taken across the groove-shaped recess of the seal plate.

【図5】本発明の実施形態2に道路橋継目部を一部断面
にして示す斜視図。
FIG. 5 is a perspective view showing, in a partial cross section, a road bridge joint according to a second embodiment of the present invention.

【図6】同実施形態の道路橋継目部の下部シール手段を
設置した状態を一部断面にして示す斜視図。
FIG. 6 is a perspective view showing, in a partial cross section, a state in which a lower sealing means of the road bridge joint portion of the same embodiment is installed.

【図7】本発明の実施形態3に係る道路橋継目部を一部
省略し一部断面にして示す斜視図。
FIG. 7 is a perspective view showing a road bridge seam part according to a third embodiment of the present invention with a part of the seam part omitted.

【図8】同実施形態の下部シール手段のシール端部材を
示す斜視図。
FIG. 8 is a perspective view showing a seal end member of the lower sealing means of the same embodiment.

【図9】同実施形態の伸縮継手の接続位置と下部シール
手段の接続位置との関係を示す一部省略した側面図。
FIG. 9 is a partially omitted side view showing the relationship between the connection position of the expansion joint and the connection position of the lower sealing means of the same embodiment.

【図10】同実施形態のシール端部材の他の例を示す斜
視図。
FIG. 10 is a perspective view showing another example of the seal end member of the same embodiment.

【図11】同実施形態のシール端部材同士の接続状態を
示す平面図。
FIG. 11 is a plan view showing a connection state between the seal end members of the same embodiment.

【図12】本発明の実施形態4に係る道路橋継目部を一
部省略し一部断面にして示す斜視図。
FIG. 12 is a perspective view showing a road bridge joint part according to a fourth embodiment of the present invention with a part thereof omitted and a part thereof shown in section.

【符号の説明】[Explanation of symbols]

1 道路橋本体 2 橋面舗装 3 道路橋伸縮装置 4 上部伸縮継手(伸縮継手) 5 下部伸縮継手(下部シール手段) 6 波板 7 シール板(シール部材) 7a 溝形凸部 7b 溝形凹部 1 Road bridge body 2 bridge surface pavement 3 Road bridge expansion device 4 Upper expansion joint (expansion joint) 5 Lower expansion joint (lower sealing means) 6 corrugated board 7 Seal plate (seal member) 7a Groove-shaped protrusion 7b Groove-shaped recess

───────────────────────────────────────────────────── フロントページの続き (72)発明者 明石 行雄 広島県広島市安佐南区緑井2−26−1 JH緑井庁舎 日本道路公団中国支社 広島技術事務所内 (56)参考文献 特開 平8−284104(JP,A) 特開 平9−49204(JP,A) 実開 昭60−58607(JP,U) 実開 昭57−4406(JP,U) (58)調査した分野(Int.Cl.7,DB名) E01C 11/02 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yukio Akashi 2-26-1, Midori, Asanan-ku, Hiroshima-shi, Hiroshima JH Midori Government Building Japan Road Public Corporation China Branch Hiroshima Technical Office (56) Reference (JP, A) JP-A-9-49204 (JP, A) Actually developed 60-58607 (JP, U) Actually developed 57-4406 (JP, U) (58) Fields investigated (Int.Cl. 7) , DB name) E01C 11/02

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 道路橋の継目長手方向に延び互いの凸部
と凹部とが向かい合うように組み合わされた一対の波板
と、この両波板の対向する内面に接着され道路橋の継目
を塞ぐ継目長手方向に延びたシール部材とを各々有し、
上記波板の上端が路面高さに位置付けられ、互いのシー
ル部材同士が継目長手方向に接続された複数の上部伸縮
継手と、道路橋の継目長手方向に延び互いの凸部と凹部とが向か
い合うように組み合わされた一対の波板と、この両波板
の対向する内面に接着され 道路橋の継目を塞ぐ継目長手
方向に延びたシール部材とを各々有し、上記上部伸縮継
手の下側に配置され、互いのシール部材同士が継目長手
方向に接続された複数の下部伸縮継手とを備え、上記上部伸縮継手の波板と下部伸縮継手の波板とは互い
に面一になるように設けられ、 上記上部伸縮継手のシール部材同士の接続位置と、上記
下部伸縮継手のシール部材同士の接続位置とが継目長手
方向にずれていることを特徴とする道路橋継目部の伸縮
装置。
1. A convex portion extending along the longitudinal direction of a seam of a road bridge
Pair of corrugated plates in which the recess and the recess face each other
And a sealing member that is adhered to the inner surfaces of the corrugated plates facing each other and extends in the joint longitudinal direction that closes the joint of the road bridge ,
The upper end of the corrugated plate is positioned at the road surface height, and a plurality of upper expansion joints whose seal members are connected to each other in the longitudinal direction of the seam, and the convex portions and the concave portions extending in the longitudinal direction of the seam of the road bridge face each other. Or
A pair of corrugated plates that are combined to meet each other, and both corrugated plates
Facing each have a seal member extending seam longitudinally bonded to the inner surface close the seam of the road bridge, is arranged on the lower side of the upper expansion joint, the sealing member to each other to each other are connected to the seam longitudinally A plurality of lower expansion joints, and the corrugated plate of the upper expansion joint and the corrugated plate of the lower expansion joint are
The road bridge, which is provided so as to be flush with each other, and in which the connecting position between the seal members of the upper expansion joint and the connecting position between the seal members of the lower expansion joint are deviated in the joint longitudinal direction. Expansion and contraction device for seams.
【請求項2】 各々道路橋の継目長手方向に延び且つ互
いに継目長手方向に接続されて道路橋の継目を塞ぐ複数
のシール部材を有し、上端が路面高さに位置付けられた
伸縮継手と、 上記伸縮継手の下側に配置された下部シール手段とを備
え、 上記下部シール手段は、 道路橋の継目長手方向に延び
両側部が上記伸縮継手とは別に設けられている押え板に
よって道路橋本体に固定された、道路橋の継目を塞ぐ下
部シール部材を有し、 上記伸縮継手のシール部材同士の接続位置は、上記下部
シール部材の継目長手方向に継目なく連続して延びる部
分の上方に配置されていることを特徴とする道路橋継目
部の伸縮装置。
2. An expansion joint having a plurality of sealing members each extending in the joint longitudinal direction of the road bridge and connected to each other in the joint longitudinal direction to close the joint of the road bridge, and the upper end of which is positioned at the road surface height. And a lower seal means arranged below the expansion joint.
For example, the lower seal means extends the seam longitudinal direction of the road bridge,
Both sides are attached to the holding plate that is provided separately from the expansion joint.
Therefore , it has a lower seal member that is fixed to the main body of the road bridge and that closes the seam of the road bridge, and the connecting position of the seal members of the expansion joint is a portion that continuously extends in the seam longitudinal direction of the lower seal member. An expansion / contraction device for a road bridge joint, which is arranged above the road.
【請求項3】 各々道路橋の継目長手方向に延び且つ互
いに継目長手方向に 接続されて道路橋の継目を塞ぐ複数
のシール部材を有し、上端が路面高さに位置付けられた
伸縮継手と、 上記伸縮継手の下側に配置された下部シール手段とを備
え、 上記下部シール手段は、道路橋の継目長手方向に延び、
両側部が上記伸縮継手とは別に設けられている支持板に
よって上記伸縮継手に支持された、道路橋の継目を塞ぐ
下部シール部材を有し、 上記伸縮継手のシール部材同士の接続位置は、上記下部
シール部材の継目長手方向に継目なく連続して延びる部
分の上方に配置されていることを特徴とする道路橋継目
部の伸縮装置。
3. Each of the road bridges extends in the longitudinal direction of the seam and is mutually connected.
In seams A plurality of seams connected in the longitudinal direction to block the seams of road bridges.
It has a seal member and its upper end is positioned at the road level.
Equipped with expansion joint and lower sealing means arranged below the expansion joint
For example, the lower seal means extends the seam longitudinal direction of the road bridge,
Both sides are attached to the support plate that is provided separately from the expansion joint.
Therefore, the seam of the road bridge supported by the expansion joint is blocked.
It has a lower sealing member, and the connecting position of the sealing members of the expansion joint is
Seal member seam A part that continuously extends in the longitudinal direction.
Road bridge joint characterized by being placed above the minute
Telescopic device.
【請求項4】 各々道路橋の継目長手方向に延び且つ互
いに継目長手方向に接続されて道路橋の継目を塞ぐ複数
のシール部材を有し、上端が路面高さに位置付けられた
伸縮継手と、 上記伸縮継手の下側に配置された下部シール手段とを備
え、 上記下部シール手段は、道路橋の継目長手方向に延び、
両側部が上記伸縮継手とは別に設けられている支持板に
よって道路橋本体に支持された、道路橋の継目を塞ぐ下
部シール部材を有し、 上記伸縮継手のシール部材同士の接続位置は、上記下部
シール部材の継目長手方向に継目なく連続して延びる部
分の上方に配置されていることを特徴とする道路橋継目
部の伸縮装置。
4. Each of the road bridges extends in the longitudinal direction of the seam and is mutually connected.
In seams A plurality of seams connected in the longitudinal direction to block the seams of road bridges.
It has a seal member and its upper end is positioned at the road level.
Equipped with expansion joint and lower sealing means arranged below the expansion joint
For example, the lower seal means extends the seam longitudinal direction of the road bridge,
Both sides are attached to the support plate that is provided separately from the expansion joint.
Therefore, it is supported by the road bridge body and closes the seams of the road bridge.
The expansion joint has a sealing member, and the connecting position of the sealing members of the expansion joint is
Seal member seam A part that continuously extends in the longitudinal direction.
Road bridge joint characterized by being placed above the minute
Telescopic device.
JP2000385626A 2000-12-19 2000-12-19 Expansion device for road bridge joint Expired - Lifetime JP3442362B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000385626A JP3442362B2 (en) 2000-12-19 2000-12-19 Expansion device for road bridge joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000385626A JP3442362B2 (en) 2000-12-19 2000-12-19 Expansion device for road bridge joint

Publications (2)

Publication Number Publication Date
JP2002188107A JP2002188107A (en) 2002-07-05
JP3442362B2 true JP3442362B2 (en) 2003-09-02

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ID=18852856

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Application Number Title Priority Date Filing Date
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Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012184577A (en) * 2011-03-04 2012-09-27 Miyaji Engineering Co Ltd Joint structure of road bridge

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5433030B2 (en) * 2012-02-10 2014-03-05 ニッタ株式会社 Water stop device and barrier plate
CO2024012582A1 (en) * 2024-09-16 2024-12-19 Com De Productos Para Pisos Ltda Copropisos Ltda Vertically continuous sinusoidal preformed joint for industrial floor concrete slabs

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012184577A (en) * 2011-03-04 2012-09-27 Miyaji Engineering Co Ltd Joint structure of road bridge

Also Published As

Publication number Publication date
JP2002188107A (en) 2002-07-05

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