JP3611551B2 - Protection device for expansion joint for road bridge - Google Patents

Protection device for expansion joint for road bridge Download PDF

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JP3611551B2
JP3611551B2 JP2002058883A JP2002058883A JP3611551B2 JP 3611551 B2 JP3611551 B2 JP 3611551B2 JP 2002058883 A JP2002058883 A JP 2002058883A JP 2002058883 A JP2002058883 A JP 2002058883A JP 3611551 B2 JP3611551 B2 JP 3611551B2
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expansion joint
joint
road bridge
expansion
plow
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JP2003253609A (en
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元之助 新井
良昌 新井
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元之助 新井
良昌 新井
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Description

【0001】
【発明の属する技術分野】
本発明は道路橋用伸縮継手の保護装置に関する。
【0002】
【従来の技術】
雪の多い地域の道路橋では、除雪車のスノウプラウによる伸縮継手の引っかけ破損を防止するために、伸縮継手の両側にプラウ誘導板が設置されている。プラウ誘導板は、上端面が前方へ行くに従って漸次高くなったものであって、その前端面が伸縮継手に溶接されており、スノウプラウを伸縮継手に引っ掛からないように該伸縮継手の上に誘導するようになっている。
【0003】
また、実公昭62−5044号公報には、プラウ誘導板と伸縮継手との間に微小間隙を設けることが記載されている。この微小間隙は、スノウプラウがプラウ誘導板に当たった際に伸縮継手に衝撃が加わらないようにして、伸縮継手を保護するためのものである。
【0004】
【発明が解決しようとする課題】
しかし、プラウ誘導板と伸縮継手との間に微小間隙を設けた場合、プラウ誘導板がスノウプラウの衝突によってずれ動き易くなり、所期の誘導効果が得られない場合がある。また、スノウプラウが伸縮継手に直接衝突し、伸縮継手を破損する懸念が残る。
【0005】
これに対して、プラウ誘導板を伸縮継手に直付けすると、スノウプラウの誘導の面では有利になるものの、スノウプラウがプラウ誘導板に当たって誘導されるときにプラウ誘導板を介して伸縮継手に衝撃が加わり、伸縮継手の早期破損を招き易くなる。
【0006】
そこで、本発明は、スノウプラウの誘導を確実なものにしながら、このスノウプラウ誘導時の衝撃で伸縮継手が破損することを防止するものである。
【0007】
【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、伸縮継手をスノウプラウから保護する保護部材を設け、この保護部材にプラウ誘導部材を取付けるようにした。
【0008】
すなわち、請求項1に係る発明は、道路橋本体の伸縮を許容し、且つ車輪が道路橋継目部を支障なく走行できるようにする道路橋用伸縮継手の保護装置であって、
上記伸縮継手の片側又は両側に配置され、上記伸縮継手を車両通過時の衝撃から保護する保護部材と、
上記伸縮継手から見て上記保護部材の外側に設けられ、且つ上記道路橋継目部の長手方向に間隔をおいて配置され、除雪車のスノウプラウを上記保護部材及び伸縮継手の上を通過するように誘導する複数のプラウ誘導部材とを備え、
上記保護部材は、上記道路橋本体に支持され、上記道路橋継目部の長手方向に延び、上記伸縮継手をその上面が該保護部材の上面と同じ高さになるように支持し、
上記プラウ誘導部材は、橋軸方向に延び、上面に前端に行くに従って漸次高くなるように傾斜した傾斜誘導部を有しており、前端面が上記保護部材に結合され、上記傾斜誘導部の前端が上記保護部材の上面と同じ高さに設けられ
上記伸縮継手と上記保護部材との間に衝撃吸収材が挟まれていることを特徴とする。
【0009】
従って、除雪車のスノウプラウは、プラウ誘導部材の傾斜誘導部に誘導されて保護部材の上面に至り、そこから伸縮継手の上面に移行することになり、伸縮継手に引っ掛かることが避けられる。そうして、スノウプラウがプラウ誘導部材に当たったときの衝撃は保護部材で受けられて衝撃吸収材によっ吸収され、保護部材から伸縮継手に伝わる衝撃力が小さくなる。すなわち、伸縮継手に直接大きな衝撃が作用することが避けられる。また、仮にスノウプラウが保護部材に直接当たることがあっても、伸縮継手に直接当たることがなくなる。
【0010】
請求項2に係る発明は、道路橋本体の伸縮を許容し、且つ車輪が道路橋継目部を支障なく走行できるようにする道路橋用伸縮継手の保護装置であって、
上記伸縮継手の両側に配置され、上記伸縮継手を車両通過時の衝撃から保護する保護部材と、
上記伸縮継手から見て上記保護部材の外側に設けられ、且つ上記道路橋継目部の長手方向に間隔をおいて配置され、除雪車のスノウプラウを上記保護部材及び伸縮継手の上を通過するように誘導する複数のプラウ誘導部材とを備え、
上記保護部材は、上記道路橋本体に支持され、上記道路橋継目部の長手方向に延び、上記伸縮継手をその上面が該保護部材の上面と同じ高さになるように支持し、
上記プラウ誘導部材は、橋軸方向に延び、上面に前端に行くに従って漸次高くなるように傾斜した傾斜誘導部を有しており、前端面が上記保護部材に結合され、上記傾斜誘導部の前端が上記保護部材の上面と同じ高さに設けられ、
中央部が上記伸縮継手の下側を横切るように配置され、両側部が伸縮継手の両側面とその両側の保護部材との間に挟持されたシール板を備えていることを特徴とする。
【0011】
従って、除雪車のスノウプラウは、プラウ誘導部材の傾斜誘導部に誘導されて保護部材の上面に至り、そこから伸縮継手の上面に移行することになり、伸縮継手に引っ掛かることが避けられる。そうして、スノウプラウがプラウ誘導部材に当たったときの衝撃は保護部材で受けられてシール板の両側部によっ吸収されて伸縮継手が保護される。しかも、伸縮継手から橋下への漏水がシール板によって阻止される。
【0012】
【発明の効果】
以上のように、本発明によれば、保護部材を道路橋本体に支持し、この保護部材に伸縮継手をその上面が保護部材の上面と同じ高さになるように支持するとともに、伸縮継手と保護部材との間に衝撃吸収材を挟み、この保護部材にプラウ誘導部材を取り付けたから、除雪車のスノウプラウをプラウ誘導部材及び保護部材によって伸縮継手の上面に確実に誘導することができ、また、スノウプラウがプラウ誘導部材に当たったときの衝撃は保護部材で受けられて衝撃吸収材によって吸収されるから、伸縮継手に直接大きな衝撃が作用することがなくなり、しかも、伸縮継手にスノウプラウが直接衝突することもなくなり、伸縮継手の破損防止に有利になる。
【0013】
請求項2に係る発明によれば、伸縮継手の両側に配置した保護部材を道路橋本体に支持し、この両保護部材に伸縮継手をその上面が保護部材の上面と同じ高さになるように支持するとともに、この保護部材にプラウ誘導部材を取り付け、さらに、中央部が上記伸縮継手の下側を横切るように配置され両側部が伸縮継手の両側面とその両側の保護部材との間に挟持されたシール板を備えているから、除雪車のスノウプラウをプラウ誘導部材及び保護部材によって伸縮継手の上面に確実に誘導することができ、また、スノウプラウがプラウ誘導部材に当たったときの衝撃は保護部材で受けられてシール板によって吸収されるから、伸縮継手に直接大きな衝撃が作用することがなくなり、しかも、伸縮継手にスノウプラウが直接衝突することもなくなり、伸縮継手の破損防止に有利になり、さらに、シール板によって伸縮継手部位からの漏水防止を図ることができる。
【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。なお、先に本発明の実施形態の参考となる形態から説明する。
【0015】
参考形態
図1に示す道路橋の継目部構造において、1は道路橋本体2,2の遊間、3は遊間1の上に設けられた伸縮継手、4,4は伸縮継手3の両側に配置された保護装置である。道路橋本体2,2の相対する端部には、伸縮継手3及び保護装置4,4を設置するための切欠段部5,5が形成されていて、この切欠段部5,5には伸縮継手3及び保護装置4,4の設置後に後打ちコンクリート6,6が打設されている。7は舗装である。
【0016】
伸縮継手3は、一対の継手部材8,8によって構成されている。継手部材8,8は、道路橋継目部の長手方向に延びる縦板部の上端に互いに相手側へ張り出した横板部が形成されたものである。図2にも示すように、両横板部間に道路橋本体2の伸縮を許容する波形遊隙9が形成されている。この波形遊隙9を有する横板部によって、車輪が道路橋継目部を支障なく走行できるようにしている。
【0017】
継手部材8,8の各々の縦板部の下端部内側には断面L字状の支持部材11,11が固定され、この支持部材11,11に弾性を有する下受け材12が支持され、下受け材12の上にスポンジ13が詰められ、スポンジ13の上にゴムシール材14が充填されている。また、継手部材8の背部の上部と下部には複数のボルト15が継目部長手方向に間隔をおいて突設されている。
【0018】
保護装置4は、伸縮継手3を除雪車等の車両が通過する時の衝撃から保護する保護板(保護部材)16と、除雪車のスノウプラウを上記伸縮継手3及び保護板16の上を通過するように誘導する複数のプラウ誘導板(誘導部材)17とを備えている。プラウ誘導板17は伸縮継手3から見て上記保護板16の外側に設けられ、図2に示すように道路橋継目部の長手方向に間隔をおいて配置されている。
【0019】
上記保護板16は、板面が垂直になって道路橋継目部の長手方向に延びたものであって、その板厚は継手部材8よりも厚くなっている。この保護板16は、その背部に突出したアンカー18及び上記プラウ誘導板17によって道路橋本体2に支持されている。そうして、この保護板16は伸縮継手3をその上面が該保護板16の上面と同じ高さになるように支持している。すなわち、保護板16の上部と下部には道路橋継目部の長手方向に間隔をおいて複数の貫通孔が形成されていて、この貫通孔に伸縮継手3のボルト15を挿入し、このボルト15にナットを適用して伸縮継手3を保護板4に支持している。
【0020】
上記プラウ誘導板17は、板面を垂直にして橋軸方向に延び、上面に前端に行くに従って漸次高くなるように傾斜した傾斜誘導部19を有している。このプラウ誘導板17の前端面は保護板16の背面に結合され、傾斜誘導部19の前端が保護板16の上面と同じ高さに設けられている。また、プラウ誘導板17には貫通孔21が形成されていて、この貫通孔21には道路橋継目部の長手方向に延びる通し筋22が通されている。
【0021】
また、上記伸縮継手3の下方には強化繊維入りのゴムシール板23が設けられている。このゴムシール板23は、その両側部が上記保護板16,16の下側を通ってその背面に延び、この背面に押さえ板24によって挟持されている。また、ゴムシール板23が道路橋本体2の切欠段部5と接触しないように、押さえ板24の下端から遊間1へシール受け部が延びている。ゴムシール板23と伸縮継手3との間にはスポンジ25が詰められている。
【0022】
舗装7は、道路橋本体2の上面から切欠段部5の後打ちコンクリート6の上を通って保護板16の背面に達している。この舗装7の上面は伸縮継手3及び保護板16の上面よりも数mm高くなるように形成されていて、保護板16に近付くに従って下降傾斜して該保護板16の上面に続いている。
【0023】
従って、以上のような道路橋継目部構造であれば、舗装7の上面が摩耗し保護板16及び伸縮継手3の上面より低くなっても、除雪車のスノウプラウは、プラウ誘導板17の傾斜誘導部19に誘導されて保護板16の上面に至り、そこから伸縮継手3の上面に移行することになる。よって、スノウプラウが保護板16や伸縮継手3に引っ掛かってそれらを破壊することがなくなる。
【0024】
そうして、スノウプラウがプラウ誘導板17に当たったときの衝撃は保護板16で受けられるから、伸縮継手3自体には直接大きな衝撃が作用することが避けられる。この場合、保護板16は厚肉であるから上記衝撃による損傷は免れる。仮にスノウプラウが保護板16に直接当たることがあっても、伸縮継手3に直接当たることはない。すなわち、伸縮継手3は保護板16によって保護される。
【0025】
実施形態1
本実施形態については図3に要部のみを示している。本実施形態は、伸縮継手3とその両側の保護板16,16との間に強化繊維入りゴムシール板(弾性を有する衝撃吸収材)27の両側部が挟まれていることを特徴とし、他は参考形態と同じである。すなわち、ゴムシール板27は、その中央部が伸縮継手3の下側を横切るように配置され、その両側部が伸縮継手3の両側面を覆うように、継手部材8,8とその両側の保護板16,16との間に挟持されている。
【0026】
従って、スノウプラウがプラウ誘導板17に当たると、その衝撃が保護板16に伝わるが、保護板16と伸縮継手3との間にはゴムシール板27の両側部が設けられているから、その衝撃はこのゴムシール板27の両側部で吸収され、伸縮継手3が衝撃から保護される。また、伸縮継手3と保護板16との間に雨水がしみ込むことがゴムシール板27の両側部によって阻止され、伸縮継手3の遊隙9からその内部に入った雨水が伸縮継手3の下方へしみ出しても、ゴムシール板27によって受けられるから、橋下への漏水防止に有利になる。
【0027】
実施形態2
本実施形態については図4に要部のみを示している。本実施形態は、伸縮継手3とその両側の保護板16,16との間に衝撃吸収材(弾性部材)28と強化繊維入りゴムシール板(弾性部材)27の両側部とが挟まれていることを特徴とし、他は参考形態と同じである。
【0028】
すなわち、衝撃吸収材28は、伸縮継手3の側面全体を覆うように設けられている。ゴムシール板27は、その中央部が伸縮継手3の下側を横切るように配置され、その両側部が伸縮継手3の両側の衝撃吸収材28,28を覆うように、継手部材8,8とその両側の保護板16,16との間に挟持されている。伸縮継手3の相対する継手部材8,8間にはゴムシール板27を受けとして円柱状のスポンジ材13,13が挿入されているとともに、ゴムシール材14が充填されている。
【0029】
道路橋の継目部には、所定長さ(例えば1800mm)の伸縮継手3及び保護板16を継目部長手方向に複数継ぎ合わせて設置する。その場合、衝撃吸収材28としては伸縮継手3や保護板16と同じ長さのものを採用し、複数の衝撃吸収材28を継目部長手方向に突き合わせて設置するが、ゴムシール板27は複数の伸縮継手3に跨って連続して延びたもの、又は継目部全長にわたって一連に延びたものを採用する。なお、保護板16は、複数の伸縮継手3に跨って連続して延びたものを採用する場合もある。
【0030】
従って、スノウプラウがプラウ誘導板17に当たると、その衝撃が保護板16に伝わるが、保護板16と伸縮継手3との間にはゴムシール板27の両側部及び衝撃吸収材28が設けられているから、その衝撃はこのゴムシール板27の両側部及び衝撃吸収材28で吸収され、伸縮継手3が衝撃から保護される。また、伸縮継手3と保護板16との間に雨水がしみ込むことがゴムシール板27の両側部及び衝撃吸収材28によって阻止され、伸縮継手3の遊隙9からその内部に入った雨水が伸縮継手3の下方へしみ出ても、ゴムシール板27によって受けられるから、橋下への漏水防止に有利になる。
【0031】
また、ゴムシール板27が複数の伸縮継手3に跨って連続して延びているから、伸縮継手3同士の継ぎ合わせ部からの漏水が防止される。また、実施形態1の場合は、ゴムシール板27自体で衝撃吸収を図るようにしたから、所期の衝撃吸収効果を得るにはシール板を厚肉にする必要があるが、本実施形態2の場合は、衝撃吸収材28をシール板とは別に設けたから、シール板自体は薄肉にすることができ、コスト低減に有利になる。
【0032】
なお、上記各実施形態では、舗装7を保護板16の背面に達するように打設したが、切欠段部5の上の後打ちコンクリート6を路面高さまで打設して保護板16の背部の路面は後打ちコンクリート6で形成するようにしてもよい。
【図面の簡単な説明】
【図1】本発明の参考形態に係る道路橋継目部構造を示す一部(後打ちコンクリートの一部を)省略した断面図。
【図2】同継目部構造を示す一部(後打ちコンクリートの一部を)省略した平面図。
【図3】本発明の実施形態1に係る道路橋継目部構造の要部を示す断面図。
【図4】本発明の実施形態2に係る道路橋継目部構造の要部を示す断面図。
【符号の説明】
1 遊間
2 道路橋本体
3 伸縮継手
4 保護装置
16 保護板(保護部材)
17 プラウ誘導板(誘導部材)
27 ゴムシール板(弾性部材)
28 衝撃吸収材(弾性部材)
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a protection device for expansion joints for road bridges.
[0002]
[Prior art]
On road bridges in snowy areas, plow guide plates are installed on both sides of the expansion joint to prevent snow plows from snow plows. The plow guide plate has an upper end surface that gradually increases as it goes forward, and its front end surface is welded to the expansion joint to guide the snow plow onto the expansion joint so as not to be caught by the expansion joint. It is like that.
[0003]
Japanese Utility Model Publication No. 62-5044 describes that a minute gap is provided between the plow guide plate and the expansion joint. The minute gap is provided to protect the expansion joint by preventing impact from being applied to the expansion joint when the snow plow hits the plow guide plate.
[0004]
[Problems to be solved by the invention]
However, when a minute gap is provided between the plow guide plate and the expansion joint, the plow guide plate is likely to be displaced due to the collision of the snow plow, and the desired guide effect may not be obtained. Moreover, there is a concern that the snow plow directly collides with the expansion joint and damages the expansion joint.
[0005]
In contrast, when the plow guide plate is directly attached to the expansion joint, it is advantageous in terms of guiding the snow plow, but when the snow plow is guided against the plow guide plate, an impact is applied to the expansion joint via the plow guide plate. It becomes easy to cause early breakage of the expansion joint.
[0006]
Therefore, the present invention prevents the expansion joint from being damaged by an impact during the induction of the snow plow while ensuring the induction of the snow plow.
[0007]
[Means for Solving the Problems]
The present invention provides a protection member for protecting the expansion joint from the snow plow against such a problem, and attaches the plow guide member to the protection member.
[0008]
That is, the invention according to claim 1 is a protection device for a road bridge expansion joint that allows expansion and contraction of the road bridge body and allows the wheels to travel on the road bridge joint portion without hindrance,
A protective member that is disposed on one or both sides of the expansion joint and protects the expansion joint from an impact when passing through the vehicle;
It is provided outside the protection member when viewed from the expansion joint, and is arranged at an interval in the longitudinal direction of the road bridge joint, so that the snow plow of the snowplow passes over the protection member and the expansion joint. A plurality of plow guiding members for guiding,
The protective member is supported by the road bridge body, extends in the longitudinal direction of the road bridge joint, and supports the expansion joint so that the upper surface thereof is at the same height as the upper surface of the protective member,
The plow guiding member has an inclination guiding portion that extends in the bridge axis direction and is inclined so as to gradually increase toward the front end on the upper surface, and the front end surface is coupled to the protection member, and the front end of the inclination guiding portion Is provided at the same height as the upper surface of the protective member ,
An impact absorbing material is sandwiched between the expansion joint and the protective member .
[0009]
Therefore, the snow plow of the snowplow is guided by the inclination guiding portion of the plow guiding member to reach the upper surface of the protection member, and then shifts to the upper surface of the expansion joint, so that it is prevented from being caught by the expansion joint. Thus, the impact when the snow plow hits the plow guiding member is received by the protective member and absorbed by the shock absorbing material, and the impact force transmitted from the protective member to the expansion joint is reduced. That is, it is possible to avoid a large impact acting directly on the expansion joint. Further, even if the snow plow hits the protective member directly, it does not hit the expansion joint directly.
[0010]
The invention according to claim 2 is a protection device for a road bridge expansion joint that allows expansion and contraction of the road bridge body and allows the wheels to travel on the road bridge joint portion without hindrance,
Protective members that are disposed on both sides of the expansion joint and protect the expansion joint from impact when passing through a vehicle,
It is provided outside the protection member when viewed from the expansion joint, and is arranged at an interval in the longitudinal direction of the road bridge joint, so that the snow plow of the snowplow passes over the protection member and the expansion joint. A plurality of plow guiding members for guiding,
The protective member is supported by the road bridge body, extends in the longitudinal direction of the road bridge joint, and supports the expansion joint so that the upper surface thereof is at the same height as the upper surface of the protective member,
The plow guiding member has an inclination guiding portion that extends in the bridge axis direction and is inclined so as to gradually increase toward the front end on the upper surface, and the front end surface is coupled to the protection member, and the front end of the inclination guiding portion Is provided at the same height as the upper surface of the protective member,
The center part is arrange | positioned so that the lower side of the said expansion joint may be crossed, and both sides are provided with the sealing board clamped between the both sides | surfaces of an expansion joint, and the protection member of the both sides.
[0011]
Therefore, the snow plow of the snowplow is guided by the inclination guiding portion of the plow guiding member to reach the upper surface of the protection member, and then shifts to the upper surface of the expansion joint, so that it is prevented from being caught by the expansion joint. Thus, the impact when the snow plow hits the plow guide member is received by the protective member and absorbed by both sides of the seal plate to protect the expansion joint. Moreover, water leakage from the expansion joint to the bridge is prevented by the seal plate.
[0012]
【The invention's effect】
As described above, according to the present invention, together with the protective member is supported on the road bridge body, supporting the expansion joint in the protective member so that its upper surface is flush with the upper surface of the protective member, and expansion joint Since the shock absorber is sandwiched between the protective member and the plow guiding member is attached to the protective member, the snow plow of the snowplow can be reliably guided to the upper surface of the expansion joint by the plow guiding member and the protective member. since impact when the Sunoupurau hits the plow guide member is Ru is absorbed by the receiving is an impact-absorbing material with a protective member, it is not possible to effect a large impact directly on the expansion joint, moreover, Sunoupurau impinge directly on the expansion joint This is advantageous in preventing damage to the expansion joint.
[0013]
According to the second aspect of the present invention, the protection members disposed on both sides of the expansion joint are supported by the road bridge body, and the expansion joints are attached to the two protection members so that the upper surface thereof is the same height as the upper surface of the protection member. At the same time, a plow guide member is attached to the protective member, and the center portion is arranged so as to cross the lower side of the expansion joint, and both side portions are sandwiched between the side surfaces of the expansion joint and the protective members on both sides. Since the snow plow of the snowplow can be reliably guided to the upper surface of the expansion joint by the plow guiding member and the protective member, the impact when the snow plow hits the plow guiding member is protected. Since it is received by the member and absorbed by the seal plate, a large impact does not directly act on the expansion joint, and the snow plow does not directly collide with the expansion joint. Ri, advantageously becomes prevention of damage expansion joint, further, it is possible to leakage prevention from expansion joint site by sealing plates.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings. In addition, it demonstrates from the form used as the reference of embodiment of this invention previously.
[0015]
< Reference form >
In the joint structure of the road bridge shown in FIG. 1, 1 is a gap between the road bridge bodies 2 and 2, 3 is an expansion joint provided on the gap 1, and 4 and 4 are protections disposed on both sides of the expansion joint 3. Device. Notched stepped portions 5 and 5 for installing the expansion joint 3 and the protective devices 4 and 4 are formed at opposite ends of the road bridge main bodies 2 and 2, and the notched stepped portions 5 and 5 are expanded and contracted. After the joint 3 and the protection devices 4 and 4 are installed, post-cast concrete 6 and 6 are placed. 7 is a pavement.
[0016]
The expansion joint 3 is constituted by a pair of joint members 8 and 8. The joint members 8, 8 are formed by forming a lateral plate portion projecting toward the other side at the upper end of a longitudinal plate portion extending in the longitudinal direction of the road bridge joint portion. As shown in FIG. 2, a wave play 9 that allows expansion and contraction of the road bridge body 2 is formed between both lateral plate portions. The horizontal plate portion having the corrugated play 9 allows the wheels to travel on the road bridge joint without any trouble.
[0017]
Support members 11, 11 having an L-shaped cross section are fixed inside the lower end of each vertical plate portion of the joint members 8, 8, and an elastic lower receiving material 12 is supported on the support members 11, 11, A sponge 13 is filled on the receiving material 12, and a rubber seal material 14 is filled on the sponge 13. In addition, a plurality of bolts 15 project from the upper portion and the lower portion of the back portion of the joint member 8 at intervals in the joint portion longitudinal direction.
[0018]
The protection device 4 protects the expansion joint 3 from an impact when a vehicle such as a snowplow passes, and the snow plow of the snowplow passes over the expansion joint 3 and the protection plate 16. And a plurality of plow guide plates (guide members) 17 for guiding in this manner. The plow guide plate 17 is provided outside the protective plate 16 when viewed from the expansion joint 3, and is arranged at an interval in the longitudinal direction of the road bridge joint as shown in FIG.
[0019]
The protection plate 16 extends in the longitudinal direction of the road bridge joint portion with the plate surface being vertical, and the plate thickness thereof is thicker than that of the joint member 8. The protection plate 16 is supported on the road bridge body 2 by an anchor 18 projecting from the back and the plow guide plate 17. Thus, the protection plate 16 supports the expansion joint 3 so that the upper surface thereof is the same height as the upper surface of the protection plate 16. That is, a plurality of through holes are formed in the upper and lower portions of the protection plate 16 at intervals in the longitudinal direction of the road bridge joint, and the bolts 15 of the expansion joint 3 are inserted into the through holes. The expansion joint 3 is supported on the protective plate 4 by applying a nut to the protective plate 4.
[0020]
The plow guide plate 17 has an inclined guide portion 19 that extends in the direction of the bridge axis with the plate surface vertical, and is inclined so as to gradually increase toward the front end on the upper surface. The front end surface of the plow guide plate 17 is coupled to the back surface of the protection plate 16, and the front end of the inclined guide portion 19 is provided at the same height as the top surface of the protection plate 16. A through hole 21 is formed in the plow guide plate 17, and a through line 22 extending in the longitudinal direction of the road bridge joint is passed through the through hole 21.
[0021]
A rubber seal plate 23 containing reinforcing fibers is provided below the expansion joint 3. The rubber seal plate 23 has both sides extending through the lower side of the protective plates 16 and 16 to the back surface thereof, and is sandwiched between the back surfaces by pressing plates 24. Further, a seal receiving portion extends from the lower end of the pressing plate 24 to the gap 1 so that the rubber seal plate 23 does not come into contact with the notch step portion 5 of the road bridge body 2. A sponge 25 is packed between the rubber seal plate 23 and the expansion joint 3.
[0022]
The pavement 7 reaches the back surface of the protection plate 16 from the upper surface of the road bridge body 2 through the post-cast concrete 6 of the notch step portion 5. The upper surface of the pavement 7 is formed to be several mm higher than the upper surfaces of the expansion joint 3 and the protection plate 16, and descends downward as it approaches the protection plate 16 and continues to the upper surface of the protection plate 16.
[0023]
Therefore, with the road bridge joint structure as described above, even if the upper surface of the pavement 7 is worn down and lower than the upper surfaces of the protection plate 16 and the expansion joint 3, the snow plow of the snowplow is inclined to guide the plow guide plate 17. It will be induced | guided | derived to the part 19 and will reach the upper surface of the protection board 16, and will transfer to the upper surface of the expansion joint 3 from there. Therefore, the snow plow does not get caught on the protection plate 16 or the expansion joint 3 to destroy them.
[0024]
Thus, since the impact when the snow plow hits the plow guide plate 17 is received by the protective plate 16, it is possible to avoid a large impact directly acting on the expansion joint 3 itself. In this case, since the protective plate 16 is thick, damage due to the impact is avoided. Even if the snow plow hits the protective plate 16 directly, it does not hit the expansion joint 3 directly. That is, the expansion joint 3 is protected by the protection plate 16.
[0025]
< Embodiment 1 >
FIG. 3 shows only the main part of this embodiment. This embodiment is characterized in that both sides of a rubber seal plate (elastic shock absorber) 27 containing reinforcing fibers are sandwiched between the expansion joint 3 and the protection plates 16 and 16 on both sides thereof. It is the same as the reference form . That is, the rubber seal plate 27 is disposed so that the central portion thereof crosses the lower side of the expansion joint 3, and the joint members 8, 8 and the protective plates on both sides thereof so that both side portions cover both side surfaces of the expansion joint 3. 16 and 16 are sandwiched between them.
[0026]
Therefore, when the snow plow hits the plow guide plate 17, the impact is transmitted to the protection plate 16. However, since the both sides of the rubber seal plate 27 are provided between the protection plate 16 and the expansion joint 3, the impact is Absorbed at both sides of the rubber seal plate 27, the expansion joint 3 is protected from impact. In addition, rainwater is prevented from entering between the expansion joint 3 and the protective plate 16 by both side portions of the rubber seal plate 27, and rainwater that has entered from the play 9 of the expansion joint 3 penetrates below the expansion joint 3. Even if it comes out, it is received by the rubber seal plate 27, which is advantageous in preventing water leakage under the bridge.
[0027]
< Embodiment 2 >
FIG. 4 shows only the main part of this embodiment. In this embodiment, the shock absorbing material (elastic member) 28 and the both sides of the rubber seal plate (elastic member) 27 containing reinforcing fibers are sandwiched between the expansion joint 3 and the protective plates 16 and 16 on both sides thereof. The others are the same as the reference embodiment .
[0028]
That is, the shock absorber 28 is provided so as to cover the entire side surface of the expansion joint 3. The rubber seal plate 27 is disposed so that the center thereof crosses the lower side of the expansion joint 3, and the joint members 8, 8 and the joint members 8, 8 are disposed so that the both sides thereof cover the shock absorbers 28, 28 on both sides of the expansion joint 3. It is clamped between the protection plates 16 and 16 on both sides. Cylindrical sponge materials 13 and 13 are inserted between the joint members 8 and 8 of the expansion joint 3 facing each other to receive the rubber seal plate 27 and filled with the rubber seal material 14.
[0029]
A plurality of expansion joints 3 and protective plates 16 having a predetermined length (for example, 1800 mm) are jointed and installed in the joint portion longitudinal direction at the joint portion of the road bridge. In that case, as the shock absorber 28, a material having the same length as the expansion joint 3 and the protective plate 16 is adopted, and a plurality of shock absorbers 28 are set in contact with each other in the longitudinal direction of the joint portion. What extended continuously over the expansion joint 3 or what extended in series over the seam part full length is employ | adopted. In addition, the protective plate 16 may be one that continuously extends across the plurality of expansion joints 3.
[0030]
Therefore, when the snow plow hits the plow guide plate 17, the impact is transmitted to the protective plate 16, but both side portions of the rubber seal plate 27 and the shock absorbing material 28 are provided between the protective plate 16 and the expansion joint 3. The impact is absorbed by both side portions of the rubber seal plate 27 and the impact absorbing material 28, and the expansion joint 3 is protected from the impact. Further, the rainwater is prevented from permeating between the expansion joint 3 and the protection plate 16 by the both side portions of the rubber seal plate 27 and the shock absorbing material 28, and the rainwater entering the expansion joint 3 from the play 9 is inside the expansion joint. Even if it oozes down below 3, it is received by the rubber seal plate 27, which is advantageous for preventing water leakage under the bridge.
[0031]
Further, since the rubber seal plate 27 continuously extends across the plurality of expansion joints 3, water leakage from the joint portion between the expansion joints 3 is prevented. In the case of embodiment 1, it is so arranged promote shock absorption in rubber seal plate 27 itself, in order to obtain the desired shock absorbing effect it is necessary to seal plate thicker, the present embodiment 2 In this case, since the shock absorber 28 is provided separately from the seal plate, the seal plate itself can be made thin, which is advantageous for cost reduction.
[0032]
In each of the above embodiments, the pavement 7 is placed so as to reach the back surface of the protection plate 16. However, the post-cast concrete 6 on the notch step portion 5 is placed up to the road surface height and the back of the protection plate 16 is placed. The road surface may be formed of post-cast concrete 6.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a road bridge joint structure according to a reference embodiment of the present invention with a part (part of post-cast concrete) omitted.
FIG. 2 is a plan view in which a part (a part of post-cast concrete) showing the joint part structure is omitted.
FIG. 3 is a cross-sectional view showing a main part of a road bridge joint structure according to Embodiment 1 of the present invention.
FIG. 4 is a cross-sectional view showing a main part of a road bridge joint structure according to Embodiment 2 of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Spacing 2 Road bridge body 3 Expansion joint 4 Protection device 16 Protection board (protection member)
17 Plow guide plate (guide member)
27 Rubber seal plate (elastic member)
28 Shock absorber (elastic member)

Claims (2)

道路橋本体の伸縮を許容し、且つ車輪が道路橋継目部を支障なく走行できるようにする道路橋用伸縮継手の保護装置であって、
上記伸縮継手の片側又は両側に配置され、上記伸縮継手を車両通過時の衝撃から保護する保護部材と、
上記伸縮継手から見て上記保護部材の外側に設けられ、且つ上記道路橋継目部の長手方向に間隔をおいて配置され、除雪車のスノウプラウを上記保護部材及び伸縮継手の上を通過するように誘導する複数のプラウ誘導部材とを備え、
上記保護部材は、上記道路橋本体に支持され、上記道路橋継目部の長手方向に延び、上記伸縮継手をその上面が該保護部材の上面と同じ高さになるように支持し、
上記プラウ誘導部材は、橋軸方向に延び、上面に前端に行くに従って漸次高くなるように傾斜した傾斜誘導部を有しており、前端面が上記保護部材に結合され、上記傾斜誘導部の前端が上記保護部材の上面と同じ高さに設けられ
上記伸縮継手と上記保護部材との間に衝撃吸収材が挟まれていることを特徴とする道路橋用伸縮継手の保護装置。
A protection device for expansion joints for road bridges that allows expansion and contraction of the road bridge body and allows the wheels to travel on the road bridge joints without hindrance,
A protective member that is disposed on one or both sides of the expansion joint and protects the expansion joint from an impact when passing through a vehicle;
It is provided outside the protection member as viewed from the expansion joint, and is arranged at an interval in the longitudinal direction of the road bridge joint, so that the snow plow of the snowplow passes over the protection member and the expansion joint. A plurality of plow guiding members for guiding,
The protection member is supported by the road bridge body, extends in the longitudinal direction of the road bridge joint, and supports the expansion joint so that the upper surface thereof is at the same height as the upper surface of the protection member,
The plow guide member has an inclination guide portion that extends in the bridge axis direction and is inclined so as to gradually increase toward the front end on the upper surface, and the front end surface is coupled to the protection member, Is provided at the same height as the upper surface of the protective member ,
An apparatus for protecting an expansion joint for road bridges , wherein an impact absorbing material is sandwiched between the expansion joint and the protection member .
道路橋本体の伸縮を許容し、且つ車輪が道路橋継目部を支障なく走行できるようにする道路橋用伸縮継手の保護装置であって、
上記伸縮継手の両側に配置され、上記伸縮継手を車両通過時の衝撃から保護する保護部材と、
上記伸縮継手から見て上記保護部材の外側に設けられ、且つ上記道路橋継目部の長手方向に間隔をおいて配置され、除雪車のスノウプラウを上記保護部材及び伸縮継手の上を通過するように誘導する複数のプラウ誘導部材とを備え、
上記保護部材は、上記道路橋本体に支持され、上記道路橋継目部の長手方向に延び、上記伸縮継手をその上面が該保護部材の上面と同じ高さになるように支持し、
上記プラウ誘導部材は、橋軸方向に延び、上面に前端に行くに従って漸次高くなるように傾斜した傾斜誘導部を有しており、前端面が上記保護部材に結合され、上記傾斜誘導部の前端が上記保護部材の上面と同じ高さに設けられ、
中央部が上記伸縮継手の下側を横切るように配置され、両側部が伸縮継手の両側面とその両側の保護部材との間に挟持されたシール板を備えていることを特徴とする道路橋用伸縮継手の保護装置。
A protection device for expansion joints for road bridges that allows expansion and contraction of the road bridge body and allows the wheels to travel on the road bridge joints without hindrance,
Protective members that are arranged on both sides of the expansion joint and protect the expansion joint from impact when passing through the vehicle,
It is provided outside the protection member as viewed from the expansion joint, and is arranged at an interval in the longitudinal direction of the road bridge joint, so that the snow plow of the snowplow passes over the protection member and the expansion joint. A plurality of plow guiding members for guiding,
The protection member is supported by the road bridge body, extends in the longitudinal direction of the road bridge joint, and supports the expansion joint so that the upper surface thereof is at the same height as the upper surface of the protection member,
The plow guide member has an inclination guide portion that extends in the bridge axis direction and is inclined so as to gradually increase toward the front end on the upper surface, and the front end surface is coupled to the protection member, Is provided at the same height as the upper surface of the protective member,
A road bridge, characterized in that a central part is arranged so as to cross the lower side of the expansion joint, and both side parts are provided with seal plates sandwiched between both side surfaces of the expansion joint and protective members on both sides thereof. Expansion joint protection device.
JP2002058883A 2002-03-05 2002-03-05 Protection device for expansion joint for road bridge Expired - Lifetime JP3611551B2 (en)

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JP5374347B2 (en) * 2009-12-10 2013-12-25 中外道路株式会社 Drainage structure of road bridge joints
JP6073116B2 (en) * 2012-11-22 2017-02-01 東京ファブリック工業株式会社 Telescopic device and water stop method for road bridge joints
JP6260098B2 (en) * 2013-03-28 2018-01-17 横浜ゴム株式会社 Water stop device
JP6432157B2 (en) * 2013-10-25 2018-12-05 横浜ゴム株式会社 Telescopic device for road bridge
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