JP3579784B2 - Expansion joint for bridge and expansion limiting device used for the same - Google Patents

Expansion joint for bridge and expansion limiting device used for the same Download PDF

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Publication number
JP3579784B2
JP3579784B2 JP24328998A JP24328998A JP3579784B2 JP 3579784 B2 JP3579784 B2 JP 3579784B2 JP 24328998 A JP24328998 A JP 24328998A JP 24328998 A JP24328998 A JP 24328998A JP 3579784 B2 JP3579784 B2 JP 3579784B2
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Japan
Prior art keywords
tensile
expansion
sheet material
bridge
fixed
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JP24328998A
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Japanese (ja)
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JP2000073306A (en
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功次 広瀬
隆文 石塚
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Nitta Corp
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Nitta Corp
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Description

【0001】
【発明の属する技術分野】
この発明は、橋梁用伸縮継手及びこれに使用される拡張制限装置に関するものである。
【0002】
【従来の技術】
橋梁用伸縮継手としては、例えば、図9に示すようなものがあり、継手本体Jは、同図に示すように、橋梁Hの橋軸方向に対して直角方向に延びる上面側の溝10,10及び下面側の溝11を有する略一定厚の弾性帯状体1と、前記弾性帯状体1における溝10,10相互間上域部分に埋設された補強鋼板2aと、前記弾性帯状体1における溝11の左右両側下域にそれぞれ埋設された補強鋼板2bとを具備しており、近接する溝10と溝11との間の弾性帯状体部分を剪断変形部12としている。
【0003】
そして、この伸縮継手では、図9に示すように、継手本体Jは各補強鋼板2bがアンカーボルトABにより各橋梁Hに止められる態様で設置され、環境温度の変化等による橋梁Hの伸縮は剪断変形部12の変形によって吸収される。
【0004】
しかしながら、この伸縮継手では、異常(地震)発生時の大きな橋梁H,H相互の離反を吸収することができない。
【0005】
そこで、近年では、大きな橋梁H,H相互の離反を吸収べく図10に示すような橋梁用伸縮継手が提案されている。
【0006】
この橋梁用伸縮継手では、図10に示すように、各橋梁Hの端面に受け板3の一端部を埋め込むと共に、受け板3の他端側に引張力が作用したときには受け板3が一定範囲だけ橋梁Hから引き抜かれるようにしてあり、継手本体Jは橋梁Hから突出する受け板3部分に載置される態様でボルト止め等される。また、この伸縮継手では、大きな橋梁H,H相互の離反時において継手本体Jが過大な伸長状態となって車両の安全支持が不可能となるのを防止するため、対向する受け板3,3の端部相互を弛ませたチェーン等により連結している。
【0007】
しかしながら、この橋梁用伸縮継手では、以下に示すような問題がある。
▲1▼重量の大きいチェーン等の受け板3,3への固着が現地施工となり、面倒である。
▲2▼重量の大きいチェーン等が吊り下がり状態となっており、落下事故を引き起こす危険性がある。
▲3▼振動及び風力によりチェーン等の存在が騒音を引き起こす可能性がある。
【0008】
したがって、この種の伸縮継手を使用する業界では、施工が容易であり、落下事故や騒音を引き起こす可能性がある構成部材を不要とする橋梁用伸縮継手の開発が望まれている。
【0009】
【発明が解決しようとする課題】
そこで、この発明では、橋梁相互の大きな離反を十分に吸収できると共に施工が容易であり、更に落下事故や騒音を引き起こす可能性がある構成部材を不要とする橋梁用伸縮継手を提供することを課題とし、さらに、施工が容易であり且つ落下事故や騒音を引き起こす可能性がほとんどない拡張制限装置を提供することを課題とする。
【0010】
【課題を解決するための手段】
(請求項1記載の発明)
この発明は、対向する橋梁の各端面にそれぞれ水平状態の受け板を一定量だけ引出し可能に埋設し、各橋梁から突出する受け板部分相互間に、ゴムの弾性により伸縮する継手本体を掛け渡してボルト止めすると共に拡張制限装置を掛け渡して固着又はボルト止めして成る橋梁用伸縮継手であって、前記拡張制限装置は、高張力シート材又は高張力線の各端部がそれぞれ取付板により固着されるものとしてあると共に、前記取付板が受け板に固着又はボルト止めされる部分としてあり、通常の橋梁相互間距離のときには高張力シート材又は高張力線が弛んだ状態となっており、対向する橋梁相互間が広がって高張力シート材又は高張力線が緊張状態となった時点で継手本体の伸びが阻止されるようになっている。
(請求項2記載の発明)
この発明の橋梁用伸縮継手は、上記請求項1記載の発明に関し、拡張制限装置の取付板が、受け板と継手本体部分により挟み込まれる態様でボルトにより共締めされている。
(請求項3記載の発明)
この発明の橋梁用伸縮継手は、上記請求項1又は2記載の発明に関し、取付板は、高張力シート材又は高張力線の各端部を挟持する二枚の板材により構成されており、前記板材相互、及び板材と高張力シート材又は高張力線相互は固着状態となっている。
(請求項4記載の発明)
この発明の橋梁用伸縮継手は、上記請求項1又は2記載の発明に関し、拡張制限装置は、ループ状に形成された高張力シート材又は高張力線を偏平状にすると共に、前記高張力シート材又は高張力線の偏平状のループ内の一端側及び他端側にそれぞれ取付板を挿通し、前記取付板と高張力シート材又は高張力線とを固着して成る。
(請求項5記載の発明)
この発明の橋梁用伸縮継手は、上記請求項1又は2記載の発明に関し、拡張制限装置は、高張力シート材又は高張力線の各端部を取付板の片面に固着して構成されており、取付板における高張力シート材又は高張力線が固着された面側が受け板への固着面になる。
(請求項6記載の発明)
この発明は、対向する橋梁の各端面にそれぞれ水平状態の受け板を一定量だけ引出し可能に埋設し、各橋梁から突出する受け板部分相互間にゴムの弾性により伸縮する継手本体を掛け渡す形式の橋梁用伸縮継手に使用される拡張制限装置であって、高張力シート材又は高張力線の各端部がそれぞれ取付板により固着されるようにして構成されており、一方の取付板が一方の受け板に、他方の取付板が他方の受け板に、それぞれ固着又はボルト止めされるものとしてあり、通常の橋梁相互間距離のときには高張力シート材又は高張力線が弛んだ状態となっており、対向する橋梁相互間が広がって高張力シート材又は高張力線が緊張状態となった時点で継手本体の伸びを阻止せしめる。
(請求項7記載の発明)
この発明の拡張制限装置は、上記請求項6記載の発明に関し、取付板は、高張力シート材又は高張力線の各端部を挟持する二枚の板材により構成されており、前記板材相互、及び板材と高張力シート材又は高張力線相互は固着状態となっている。
(請求項8記載の発明)
この発明の拡張制限装置は、上記請求項6記載の発明に関し、ループ状に形成された高張力シート材又は高張力線を偏平状にすると共に、前記高張力シート材又は高張力線の偏平状のループ内の一端側及び他端側にそれぞれ取付板を挿通し、前記取付板と高張力シート材又は高張力線とを固着してある。
(請求項9記載の発明)
この発明の拡張制限装置は、上記請求項6記載の発明に関し、高張力シート材又は高張力線の各端部を取付板の片面に固着して構成されている。
【0011】
これら発明の橋梁用伸縮継手及びこれに使用される拡張制限装置の機能については以下の発明の実施の形態の欄で説明する。
【0012】
【発明の実施の形態】
以下、この発明の実施形態の橋梁用伸縮継手及びこれに使用される拡張制限装置について図面を用いながら詳細に説明する。
〔実施形態1〕
この実施形態の橋梁用伸縮継手は、図1や図3に示すように、対向する橋梁H,Hの各端面にそれぞれ水平状態の受け板3を一定量だけ引出し可能に埋設し、各橋梁Hから突出する各受け板部3,3相互間に継手本体Jを架設し、受け板3と継手本体Jとが重なっている部分により拡張制限装置4をボルトBで共締めして構成してある。
(橋梁Hの端面への受け板3の取り付けについて)
受け板3は、図1〜図3に示すように、橋梁Hに埋め込まれる側に複数の長孔30を有した鋼板により構成されており、当該受け板3の橋梁Hの端面への取り付けは、橋梁Hに埋め込んだボルトABを前記長孔30に挿通する態様で行われている。
(継手本体Jについて)
継手本体Jは、図1に示すように、橋梁Hの橋軸方向に対して直角方向に延びる上面側の溝10,10及び下面側の溝11を有する略一定厚の弾性帯状体1と、前記弾性帯状体1における溝10,10相互間上域部分に埋設された補強鋼板2aと、前記弾性帯状体1における溝11の左右両側下域にそれぞれ埋設された補強鋼板2bとを具備しており、近接する溝10と溝11との間の弾性帯状体部分を剪断変形部12としている。なお、この継手本体Jでは、図3に示すように、弾性帯状体1の両縁部近傍にボルト挿入用孔13を形成してあり、また、前記ボルト挿入用孔13と対応する補強鋼板2b及びこれの下面のゴム材部分には貫通孔h1を設けてある。
【0013】
弾性帯状体1は、橋軸方向に対して直角方向に長い厚肉のもので、耐候性や耐磨耗性に優れたゴム材(例えばクロロプレンゴム等)により構成されている。
(拡張制限装置4について)
拡張制限装置4は、図4に示すように、高張力シート材40と、前記高張力シート材40の端部にそれぞれ固着された取付板41とから構成されており、より具体的には、前記取付板41を構成する二枚の板材41a,41aにより高張力シート材40の各端部を挟持すると共に、前記板材41a,41a相互、及び板材41aと高張力シート材40相互を接着剤等で固着するようにして形成してある。なお、上記取付板41には、ホルトBを挿通するための貫通孔h2が形成されている。
【0014】
ここで、上記高張力シート材40は、ガラス繊維、カーボン繊維、アラミド繊維やナイロン繊維等の高分子系繊維、鉄系線、ステンレス系線等のいずれかより成る高張力線を織って形成した織物としてある。
(橋梁H,Hから突出する受け板3,3相互間に継手本体J及び拡張制限装置4を架設固定する態様について)
継手本体J及び拡張制限装置4は、図3に示すように、継手本体Jのボルト挿入用孔13から挿入したボルトBを貫通孔h1, h2に挿通して受け板3に螺入する態様で固定されている。
(環境温度の変化に対する橋梁用伸縮継手の機能について)
環境温度の変化に伴い橋梁H,H相互は接近・離反することとなるが、橋梁H,H相互の接近・離反は、剪断変形部12の剪断変形及び溝10,10の拡縮により吸収される。
(地震等の大きな振動に対する橋梁用伸縮継手の機能について)
橋梁H,H相互が大きく離反すると、継手本体Jの伸びに伴って弛んでいた高張力シート材40が図5に示すように緊張状態となり、それ以上の継手本体Jの伸びは阻止される。そして、橋梁H,H相互の離反がこれよりもさらに大きい場合には図6に示すように、受け板3が橋梁Hから引き出されていくこととなる。 したがって、この橋梁用伸縮継手では、図6からも明らかなように、橋梁H,H相互間距離の拡大が大きい場合でも十分に吸収でき、車両は安全に通過できる。
【0015】
また、従来の技術の欄に記載したチェーンと同等の機能をする拡張制限装置4は受け板3と継手本体JによりボルトBを介して共締めする構成としてあるから、チェーン等の構成部材を現地で溶接施工しなくてもよい。
【0016】
さらに、上記高張力シート材40は、ガラス繊維、カーボン繊維、アラミド繊維やナイロン繊維等の高分子系繊維、鉄系線、ステンレス系線等のいずれかより成る高張力線を織って形成した織物であるから、落下事故や騒音を引き起こす危険性は極めて低い。
【0017】
なお、橋梁H,H相互が接近したときには、継手本体Jは、直接橋梁H,H相互間に直接架設した場合とほぼ同様に継手本体Jが縮小変形する。
〔実施形態2〕
この実施形態の橋梁用伸縮継手では、図7に示すように、受け板3の端部を継手本体Jの溝11の域にまで突出させ、前記受け板の溝11の域に突出した部分上面に取付板41を固着(若しくはボルト止め又は両方)するようにしている。
【0018】
つまり、対向する橋梁H,Hの各端面にそれぞれ水平状態の受け板3を一定量だけ引出し可能に埋設し、各橋梁Hから突出する受け板3部分相互間に、継手本体Jを掛け渡してボルト止めすると共に拡張制限装置4を掛け渡して固着又はボルト止めして成るものであれば、実施形態1のものと全く同様の作用・効果を奏するのである。
〔拡張制限装置4の他の実施形態〕
拡張制限装置4は上記実施形態1のものに限定されるものではなく、拡張制限装置4を、図8に示すように、偏平状のループに形成された高張力シート材40と、前記高張力シート材40の偏平状のループ内の一端側及び他端側にそれぞれ挿通された取付板41とから成ると共に、前記高張力シート材40と取付板41とを固着して形成されたものとしてもよい。この拡張制限装置4を使用した場合、耐引張力は実施形態1のそれのほぼ二倍になる。
【0019】
また、拡張制限装置4は上記実施形態1のものに限定されるものではなく、拡張制限装置4を、取付板41の片面に高張力シート材40の端部を固着して形成されたものとすることも可能である。この場合、取付板41における高張力シート材40が固着された側の面を、受け板3の上面に接着剤等で固着することが好ましい。
【0020】
さらに、拡張制限装置4は上記実施形態1のものに限定されるものではなく、複数の高張力線を平行に取付板41に固着する態様を採ることもできる。なお、高張力線としては、ガラス繊維、カーボン繊維、アラミド繊維やナイロン繊維等の高分子系繊維、鉄系線、ステンレス系線等を使用することができる。
〔継手本体Jの他の実施形態〕
上記実施形態1の継手本体Jは一例であり、橋軸方向に伸縮でき且つボルトBにより受け板3に固定するタイプの継手本体Jであればいかなるものも採用できる。
【0021】
【発明の効果】
発明の実施形態の欄の内容から明らかなように、橋梁相互の大きな離反を十分に吸収できると共に施工が容易であり、更に落下事故や騒音を引き起こす可能性がある構成部材を不要とする橋梁用伸縮継手を提供でき、さらに、施工が容易であり且つ落下事故や騒音を引き起こす可能性がほとんどない拡張制限装置を提供できた。
【図面の簡単な説明】
【図1】この発明の実施形態1の橋梁用伸縮継手の断面図。
【図2】前記橋梁用伸縮継手の平面図。
【図3】前記橋梁用伸縮継手の部分拡大図。
【図4】前記橋梁用伸縮継手を構成する拡張制限装置の正面図。
【図5】対向する橋梁相互が離反したときの橋梁用伸縮継手の状態を示す断面図。
【図6】図5の状態よりもさらに対向する橋梁相互が離反したときの橋梁用伸縮継手の状態を示す断面図。
【図7】この発明の実施形態2の橋梁用伸縮継手の断面図。
【図8】他の実施形態の拡張制限装置の正面図。
【図9】先行技術の橋梁用伸縮継手の断面図。
【図10】先行技術の橋梁用伸縮継手の断面図。
【符号の説明】
B ボルト
H 橋梁
J 継手本体
3 受け板
4 拡張制限装置
40 高張力シート材
41 取付板
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an expansion joint for a bridge and an expansion restricting device used for the expansion joint.
[0002]
[Prior art]
As an expansion joint for bridges, for example, there is one as shown in FIG. 9. As shown in FIG. 9, the joint main body J has a groove 10 on the upper surface extending in a direction perpendicular to the bridge axis direction of the bridge H, An elastic strip 1 having a substantially constant thickness 10 and a groove 11 on the lower surface side; a reinforcing steel plate 2a embedded in an upper region between the grooves 10 in the elastic strip 1; and a groove in the elastic strip 1 11, a reinforcing steel plate 2b buried in the lower region on both the left and right sides, and an elastic band-shaped portion between the adjacent grooves 10 and 11 serves as a shear deformation portion 12.
[0003]
In this expansion joint, as shown in FIG. 9, the joint main body J is installed in such a manner that each reinforcing steel plate 2b is fixed to each bridge H by an anchor bolt AB, and expansion and contraction of the bridge H due to a change in environmental temperature or the like is sheared. It is absorbed by the deformation of the deformation part 12.
[0004]
However, this expansion joint cannot absorb the separation between the large bridges H and H when an abnormality (earthquake) occurs.
[0005]
Therefore, in recent years, an expansion joint for a bridge as shown in FIG. 10 has been proposed to absorb a large separation between the bridges H, H.
[0006]
In this expansion joint for bridges, as shown in FIG. 10, one end of the receiving plate 3 is embedded in the end surface of each bridge H, and the receiving plate 3 is moved within a certain range when a tensile force acts on the other end of the receiving plate 3. The joint body J is bolted or the like in such a manner as to be mounted on the receiving plate 3 protruding from the bridge H. In addition, in this expansion joint, when the large bridges H and H are separated from each other, the joint body J is prevented from being in an excessively extended state, thereby making it impossible to safely support the vehicle. Are connected by a slack chain or the like.
[0007]
However, this expansion joint for bridges has the following problems.
{Circle around (1)} The fixing of heavy chains to the receiving plates 3 and 3 is performed locally, which is troublesome.
(2) A heavy chain or the like is suspended, and there is a danger of causing a fall accident.
(3) The presence of a chain or the like may cause noise due to vibration and wind force.
[0008]
Therefore, in the industry using this type of expansion joint, there is a demand for the development of an expansion joint for bridges that is easy to construct and does not require a component that may cause a fall accident or noise.
[0009]
[Problems to be solved by the invention]
Accordingly, an object of the present invention is to provide an expansion joint for a bridge that can sufficiently absorb a large separation between bridges, is easy to construct, and does not require a component that may cause a fall accident or noise. Further, it is another object of the present invention to provide an expansion limiting device which is easy to construct and has almost no possibility of causing a fall accident or noise.
[0010]
[Means for Solving the Problems]
(Invention of claim 1)
According to the present invention, a horizontal receiving plate is buried in each end face of an opposing bridge so as to be able to be pulled out by a fixed amount, and a joint body that expands and contracts due to rubber elasticity is bridged between receiving plate portions protruding from each bridge. An expansion joint for a bridge, which is fixed by bolts and fixed or bolted by spanning an expansion restricting device, wherein the expansion restricting device is configured such that each end of a high-tensile sheet material or a high-tensile line is attached to a mounting plate. Along with being fixed, the mounting plate is fixed or bolted to the receiving plate, and the high-tensile sheet material or the high-tensile line is in a slack state at a normal distance between bridges. When the high-tensile sheet material or the high-tensile line is in a tensioned state between the opposing bridges, elongation of the joint body is prevented.
(Invention of claim 2)
The expansion joint for a bridge according to the present invention relates to the invention described in the first aspect, wherein the mounting plate of the expansion restricting device is jointly fastened by bolts in a manner of being sandwiched between the receiving plate and the joint main body.
(Invention of claim 3)
The expansion joint for a bridge according to the present invention relates to the invention according to claim 1 or 2, wherein the mounting plate is formed of a high-tensile sheet material or two plates that sandwich each end of the high-tensile wire. The plate members and the plate member and the high-tensile sheet member or the high-tensile line are in a fixed state.
(Invention of Claim 4)
An expansion joint for a bridge according to the present invention relates to the invention described in claim 1 or 2, wherein the expansion limiting device flattens a high-tensile sheet material or a high-tensile line formed in a loop shape and sets the high-tensile sheet. A mounting plate is inserted into one end and the other end of the flat loop of the material or the high tension wire, and the mounting plate and the high tension sheet material or the high tension wire are fixed.
(Invention of claim 5)
The expansion joint for bridges according to the present invention relates to the invention described in claim 1 or 2, wherein the expansion limiting device is configured by fixing each end of a high-tensile sheet material or a high-tensile wire to one surface of a mounting plate. The surface of the mounting plate to which the high-tensile sheet material or the high-tensile wire is fixed is the fixing surface to the receiving plate.
(Invention of claim 6)
According to the present invention, a horizontal receiving plate is buried in each end face of an opposing bridge so as to be able to be drawn out by a fixed amount, and a joint body that expands and contracts due to elasticity of rubber is bridged between receiving plate portions protruding from each bridge. An expansion limiting device used for an expansion joint for bridges, wherein each end of a high-tensile sheet material or a high-tensile wire is fixed to a mounting plate, and one of the mounting plates is In the receiving plate, the other mounting plate is fixed or bolted to the other receiving plate, respectively, and at a normal distance between bridges, the high-tensile sheet material or the high-tensile line is in a loosened state. When the high-tensile sheet material or the high-tensile line is in a tensioned state between the opposing bridges, the extension of the joint body is prevented.
(Invention of claim 7)
The expansion limiting device according to the present invention relates to the invention according to claim 6, wherein the mounting plate is formed of a high-tensile sheet material or two plates that sandwich each end of the high-tensile wire. The plate material and the high tension sheet material or high tension wire are in a fixed state.
(Invention of claim 8)
An expansion limiting device according to the present invention relates to the invention according to claim 6, wherein the high-tensile sheet material or the high-tensile line formed in a loop shape is flattened, and the high-tensile sheet material or the high-tensile line is flattened. A mounting plate is inserted into one end side and the other end side of the loop, respectively, and the mounting plate and a high-tensile sheet material or a high-tensile wire are fixed.
(Invention of claim 9)
The expansion limiting device according to the present invention relates to the sixth aspect of the present invention, wherein each end of the high tension sheet material or the high tension wire is fixed to one surface of the mounting plate.
[0011]
The functions of the expansion joint for bridges of the present invention and the expansion restricting device used therein will be described in the following embodiments of the present invention.
[0012]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, an expansion joint for a bridge according to an embodiment of the present invention and an expansion limiting device used for the same will be described in detail with reference to the drawings.
[Embodiment 1]
In the expansion joint for bridges of this embodiment, as shown in FIGS. 1 and 3, a horizontal receiving plate 3 is buried in each end face of the opposing bridges H, H so as to be able to be drawn out by a fixed amount, and each bridge H The joint body J is provided between the receiving plate portions 3 and 3 projecting from the base plate, and the extension limiting device 4 is jointly fastened with bolts B at the portion where the receiving plate 3 and the joint body J overlap. .
(About mounting the receiving plate 3 on the end face of the bridge H)
As shown in FIGS. 1 to 3, the receiving plate 3 is made of a steel plate having a plurality of long holes 30 on a side embedded in the bridge H, and the receiving plate 3 is attached to an end surface of the bridge H. The bolt AB embedded in the bridge H is inserted into the elongated hole 30.
(About fitting body J)
As shown in FIG. 1, the joint main body J includes an elastic band-like body 1 having a substantially constant thickness and having grooves 10 and 10 on the upper surface side and grooves 11 on the lower surface side extending in a direction perpendicular to the bridge axis direction of the bridge H. A reinforcing steel plate 2a buried in the upper region between the grooves 10, 10 in the elastic band 1 and reinforcing steel plates 2b buried in lower regions on both left and right sides of the groove 11 in the elastic band 1. In addition, the elastic band portion between the adjacent grooves 10 and 11 is defined as a shear deformation portion 12. In this joint body J, as shown in FIG. 3, bolt insertion holes 13 are formed near both edges of the elastic band-shaped body 1, and a reinforcing steel plate 2b corresponding to the bolt insertion holes 13 is formed. Further, a through hole h1 is provided in a rubber material portion on the lower surface thereof.
[0013]
The elastic strip 1 has a thick wall that is long in a direction perpendicular to the bridge axis direction, and is made of a rubber material (for example, chloroprene rubber) having excellent weather resistance and wear resistance.
(About expansion restriction device 4)
As shown in FIG. 4, the expansion restricting device 4 includes a high-tensile sheet material 40 and mounting plates 41 fixed to the ends of the high-tensile sheet material 40, respectively. Each end of the high-strength sheet material 40 is sandwiched between two plates 41a, 41a constituting the mounting plate 41, and the plates 41a, 41a and the plate 41a and the high-tensile sheet 40 are bonded to each other with an adhesive or the like. It is formed so as to be fixed. The mounting plate 41 has a through hole h2 for inserting the holt B.
[0014]
Here, the high-tensile sheet material 40 is formed by weaving a high-tensile wire made of any one of glass fibers, carbon fibers, polymer fibers such as aramid fibers and nylon fibers, iron-based wires, and stainless-based wires. There is as a fabric.
(About the aspect in which the joint body J and the expansion restricting device 4 are erected and fixed between the receiving plates 3 and 3 projecting from the bridges H and H)
As shown in FIG. 3, the joint body J and the expansion restricting device 4 are such that the bolts B inserted from the bolt insertion holes 13 of the joint body J are inserted into the through holes h1 and h2 and screwed into the receiving plate 3. Fixed.
(About the function of expansion joints for bridges against changes in environmental temperature)
The bridges H, H mutually approach and separate from each other as the environmental temperature changes, but the approach and separation of the bridges H, H mutually are absorbed by the shear deformation of the shear deformation portion 12 and the expansion and contraction of the grooves 10, 10. .
(About the function of expansion joints for bridges against large vibrations such as earthquakes)
When the bridges H and H are largely separated from each other, the high-tensile sheet material 40 that has been loosened with the elongation of the joint body J becomes in a tensioned state as shown in FIG. 5, and further elongation of the joint body J is prevented. Then, when the separation between the bridges H and H is even greater than this, the receiving plate 3 is pulled out from the bridge H as shown in FIG. Therefore, in this expansion joint for bridges, as is clear from FIG. 6, even when the distance between the bridges H, H is greatly increased, the bridge can be sufficiently absorbed, and the vehicle can pass safely.
[0015]
In addition, since the expansion limiting device 4 having the same function as the chain described in the section of the prior art is configured to be fastened together with the receiving plate 3 and the joint body J via the bolt B, the components such as the chain are locally installed. Need not be welded.
[0016]
Further, the high-tensile sheet material 40 is a woven fabric formed by weaving a high-tensile wire made of any of polymer fibers such as glass fiber, carbon fiber, aramid fiber and nylon fiber, iron-based wire, and stainless-based wire. Therefore, the danger of causing a fall accident and noise is extremely low.
[0017]
When the bridges H and H come close to each other, the joint main body J contracts and deforms in substantially the same manner as when the bridges H and H are directly laid directly between the bridges H and H.
[Embodiment 2]
In the expansion joint for a bridge of this embodiment, as shown in FIG. 7, the end of the receiving plate 3 is projected to the area of the groove 11 of the joint body J, and the partial upper surface of the receiving plate 3 is projected to the area of the groove 11 of the receiving plate. The mounting plate 41 is fixed (or bolted or both).
[0018]
That is, the receiving plates 3 in a horizontal state are buried in the respective end faces of the facing bridges H and H so as to be able to be pulled out by a fixed amount, and the joint body J is stretched between the receiving plates 3 protruding from the respective bridges H. The same operation and effect as those of the first embodiment can be obtained as long as the expansion restricting device 4 is bolted and the expansion restricting device 4 is hung and fixed or bolted.
[Other Embodiments of Extension Limiting Device 4]
The expansion restricting device 4 is not limited to the one described in the first embodiment. As shown in FIG. 8, the expansion restricting device 4 includes a high-tensile sheet material 40 formed in a flat loop, The high-strength sheet material 40 and the mounting plate 41 may be formed by attaching the mounting plate 41 to one end and the other end of the flat loop of the sheet material 40, respectively. Good. When this expansion limiting device 4 is used, the tensile strength is almost double that of the first embodiment.
[0019]
Further, the expansion limiting device 4 is not limited to the above-described first embodiment. The expansion limiting device 4 may be formed by fixing the end of the high-strength sheet material 40 to one surface of the mounting plate 41. It is also possible. In this case, it is preferable that the surface of the mounting plate 41 to which the high-tensile sheet material 40 is fixed is fixed to the upper surface of the receiving plate 3 with an adhesive or the like.
[0020]
Further, the expansion restricting device 4 is not limited to the one in the first embodiment, and may adopt a mode in which a plurality of high tension wires are fixed to the mounting plate 41 in parallel. As the high tension wire, glass fiber, carbon fiber, polymer fiber such as aramid fiber or nylon fiber, iron wire, stainless steel wire, or the like can be used.
[Other Embodiments of Joint Body J]
The joint body J of the first embodiment is merely an example, and any joint body J that can expand and contract in the bridge axis direction and is fixed to the receiving plate 3 by bolts B can be used.
[0021]
【The invention's effect】
As is clear from the contents of the embodiments of the present invention, for bridges that can sufficiently absorb a large separation between bridges, are easy to construct, and do not require components that may cause a fall accident or noise. An expansion joint can be provided, and further, an expansion limiting device which is easy to construct and has almost no possibility of causing a fall accident or noise can be provided.
[Brief description of the drawings]
FIG. 1 is a sectional view of a bridge expansion joint according to a first embodiment of the present invention.
FIG. 2 is a plan view of the expansion joint for a bridge.
FIG. 3 is a partially enlarged view of the bridge expansion joint.
FIG. 4 is a front view of an expansion restricting device constituting the bridge expansion joint.
FIG. 5 is a sectional view showing a state of a bridge expansion joint when opposing bridges are separated from each other.
FIG. 6 is a cross-sectional view showing a state of the expansion joint for bridges when bridges facing each other further than the state of FIG. 5 are separated from each other;
FIG. 7 is a cross-sectional view of a bridge expansion joint according to a second embodiment of the present invention.
FIG. 8 is a front view of an expansion limiting device according to another embodiment.
FIG. 9 is a cross-sectional view of a prior art expansion joint for a bridge.
FIG. 10 is a cross-sectional view of a prior art expansion joint for bridges.
[Explanation of symbols]
B Bolt H Bridge J Joint body 3 Receiving plate 4 Expansion limiting device 40 High tensile sheet material 41 Mounting plate

Claims (9)

対向する橋梁の各端面にそれぞれ水平状態の受け板を一定量だけ引出し可能に埋設し、各橋梁から突出する受け板部分相互間に、ゴムの弾性により伸縮する継手本体を掛け渡してボルト止めすると共に拡張制限装置を掛け渡して固着又はボルト止めして成る橋梁用伸縮継手であって、前記拡張制限装置は、高張力シート材又は高張力線の各端部がそれぞれ取付板により固着されるものとしてあると共に、前記取付板が受け板に固着又はボルト止めされる部分としてあり、通常の橋梁相互間距離のときには高張力シート材又は高張力線が弛んだ状態となっており、対向する橋梁相互間が広がって高張力シート材又は高張力線が緊張状態となった時点で継手本体の伸びが阻止されるようになっていることを特徴とする橋梁用伸縮継手。A horizontal receiving plate is buried in each end face of the opposing bridge so as to be able to be pulled out by a fixed amount, and a joint body that expands and contracts due to rubber elasticity is stretched between the receiving plate portions protruding from each bridge and bolted. And an expansion joint for a bridge, which is fixed or bolted by extending the expansion restriction device together with the expansion restriction device, wherein each end of the high tension sheet material or the high tension wire is fixed by a mounting plate. And the mounting plate is fixed or bolted to the receiving plate, and the high-tensile sheet material or the high-tensile line is in a slack state at a normal distance between the bridges. An expansion joint for a bridge, characterized in that the expansion of the joint body is prevented when the high tension sheet material or the high tension wire is in a tensioned state due to the expansion. 拡張制限装置の取付板が、受け板と継手本体部分により挟み込まれる態様でボルトにより共締めされていることを特徴とする請求項1記載の橋梁用伸縮継手。2. The expansion joint for a bridge according to claim 1, wherein the mounting plate of the expansion restricting device is jointly fastened by bolts in a manner sandwiched between the receiving plate and the joint body. 取付板は、高張力シート材又は高張力線の各端部を挟持する二枚の板材により構成されており、前記板材相互、及び板材と高張力シート材又は高張力線相互は固着状態となっていることを特徴とする請求項1又は2記載の橋梁用伸縮継手。The mounting plate is composed of two high-strength sheet materials or two plates that sandwich each end of the high-tensile wire, and the plate materials are mutually fixed, and the high-tensile sheet material or the high-tensile wire is fixed to each other. The expansion joint for a bridge according to claim 1 or 2, wherein: 拡張制限装置は、ループ状に形成された高張力シート材又は高張力線を偏平状にすると共に、前記高張力シート材又は高張力線の偏平状のループ内の一端側及び他端側にそれぞれ取付板を挿通し、前記取付板と高張力シート材又は高張力線とを固着して成ることを特徴とする請求項1又は2記載の橋梁用伸縮継手。The expansion restricting device flattens the high-tensile sheet material or the high-tensile line formed in a loop shape, and at the one end side and the other end side in the flat-shaped loop of the high-tensile sheet material or the high-tensile line, respectively. The expansion joint for a bridge according to claim 1 or 2, wherein the mounting plate is inserted, and the mounting plate and the high-tensile sheet material or the high-tensile wire are fixed. 拡張制限装置は、高張力シート材又は高張力線の各端部を取付板の片面に固着して構成されており、取付板における高張力シート材又は高張力線が固着された面側が受け板への固着面になることを特徴とする請求項1又は2記載の橋梁用伸縮継手。The expansion restricting device is configured such that each end of the high-tensile sheet material or the high-tensile line is fixed to one surface of the mounting plate, and the surface of the mounting plate to which the high-tensile sheet material or the high-tensile line is fixed is a receiving plate. The expansion joint for a bridge according to claim 1 or 2, wherein the expansion joint is a fixing surface. 対向する橋梁の各端面にそれぞれ水平状態の受け板を一定量だけ引出し可能に埋設し、各橋梁から突出する受け板部分相互間にゴムの弾性により伸縮する継手本体を掛け渡す形式の橋梁用伸縮継手に使用される拡張制限装置であって、高張力シート材又は高張力線の各端部がそれぞれ取付板により固着されるようにして構成されており、一方の取付板が一方の受け板に、他方の取付板が他方の受け板に、それぞれ固着又はボルト止めされるものとしてあり、通常の橋梁相互間距離のときには高張力シート材又は高張力線が弛んだ状態となっており、対向する橋梁相互間が広がって高張力シート材又は高張力線が緊張状態となった時点で継手本体の伸びを阻止せしめることを特徴とする拡張制限装置。Each bridge has a horizontal support plate that can be pulled out by a fixed amount on each end face of the opposite bridge so that it can be pulled out, and a joint body that expands and contracts due to the elasticity of rubber between the support plates protruding from each bridge. An expansion limiting device used for a joint, wherein each end of a high-tensile sheet material or a high-tensile wire is fixed to a mounting plate, and one mounting plate is attached to one receiving plate. , The other mounting plate is fixed or bolted to the other receiving plate, respectively, and the high-tensile sheet material or the high-tensile line is in a slackened state at a normal distance between the bridges. An expansion restricting device, characterized in that when a high tension sheet material or a high tension line is in a state of tension due to expansion between bridges, extension of the joint body is prevented. 取付板は、高張力シート材又は高張力線の各端部を挟持する二枚の板材により構成されており、前記板材相互、及び板材と高張力シート材又は高張力線相互は固着状態となっていることを特徴とする請求項6記載の拡張制限装置。The mounting plate is composed of two high-strength sheet materials or two plates that sandwich each end of the high-tensile wire, and the plate materials are mutually fixed, and the high-tensile sheet material or the high-tensile wire is fixed to each other. 7. The expansion restricting device according to claim 6, wherein: ループ状に形成された高張力シート材又は高張力線を偏平状にすると共に、前記高張力シート材又は高張力線の偏平状のループ内の一端側及び他端側にそれぞれ取付板を挿通し、前記取付板と高張力シート材又は高張力線とを固着してあることを特徴とする請求項6記載の拡張制限装置。The high-tensile sheet material or the high-tensile line formed in a loop shape is flattened, and mounting plates are inserted through one end and the other end of the flat-shaped loop of the high-tensile sheet material or the high-tensile line, respectively. 7. The expansion restricting device according to claim 6, wherein said mounting plate and a high-tensile sheet material or a high-tensile wire are fixedly attached. 高張力シート材又は高張力線の各端部を取付板の片面に固着して構成されていることを特徴とする請求項6記載の拡張制限装置。7. The expansion restricting device according to claim 6, wherein each end of the high tension sheet material or the high tension wire is fixed to one surface of the mounting plate.
JP24328998A 1998-08-28 1998-08-28 Expansion joint for bridge and expansion limiting device used for the same Expired - Lifetime JP3579784B2 (en)

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