JP2006009334A - Built-up cut-off-cum-noise-insulation equipment installed in joint gap between joints of bridge - Google Patents

Built-up cut-off-cum-noise-insulation equipment installed in joint gap between joints of bridge Download PDF

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JP2006009334A
JP2006009334A JP2004185933A JP2004185933A JP2006009334A JP 2006009334 A JP2006009334 A JP 2006009334A JP 2004185933 A JP2004185933 A JP 2004185933A JP 2004185933 A JP2004185933 A JP 2004185933A JP 2006009334 A JP2006009334 A JP 2006009334A
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bridge
joints
expansion
sound insulation
water stop
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Soichiro Shimizu
惣一郎 清水
Fumio Shichinohe
文雄 七戸
Masaaki Kimura
雅昭 木村
Yoko Kajimoto
陽子 梶本
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Tokyo Fabric Kogyo KK
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Tokyo Fabric Kogyo KK
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Abstract

<P>PROBLEM TO BE SOLVED: To concurrently realize the cut-off and noise insulation of a joint gap between joints, in a bridge such a road bridge. <P>SOLUTION: Fastening plates 14 and 15 are fixed to web plates 11 and 12 by means of bolts 23 and 24 in such a manner as to face each other, respectively, and an expansion member 18 is laid between the fastening plates 14 and 15. In the expansion member 18, three expansion joints 16 are connected together, and sponge 17 is annexed. Since this dispenses with the performance of complicated operations such as the application of an adhesive, workability is good. Since an organic solvent does not have to be used, safety during the operations is high. Additionally, since an elastic seal member, which loses elasticity due to change with the elapse of time, and a back-up material do not have to be used, cut-off/noise-insulation performance is maintained for a long period of time. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、道路橋などの橋梁に形成される継目遊間に設備される橋梁継目用止水兼遮音装置に関するものである。   The present invention relates to a water stop and sound insulation device for a bridge joint provided between joints formed on a bridge such as a road bridge.

この種の橋梁においては、桁本体の温度変化に伴う伸縮や桁端の上下動などの変位を吸収するために継目遊間が設けられている。その結果、この継目遊間から雨水などの水が橋下に漏れ、支承が錆びる原因となる。また、この継目遊間から車両通過時の騒音が橋下に漏れ、周辺住民への騒音問題を惹起する恐れもある。そこで、継目遊間に何らかの橋梁継目用止水兼遮音装置を設けることにより、継目遊間の止水と遮音を同時に実現することが強く望まれている。   In this type of bridge, a seam gap is provided to absorb displacement such as expansion and contraction and vertical movement of the end of the girder accompanying the temperature change of the girder body. As a result, water such as rainwater leaks from the joint between the joints to the bottom of the bridge, causing the bearing to rust. In addition, there is a risk that noise when passing a vehicle from the joint gap leaks under the bridge and causes noise problems to the surrounding residents. Therefore, it is strongly desired to simultaneously realize water stop and sound insulation between seams by providing some kind of water stop and sound insulation for bridge joints between seams.

従来、この橋梁継目用止水兼遮音装置は、いわゆる弾性シール材充填工法によって構築されていた。すなわち、まず、継目遊間を隔てて対向する一対の伸縮継手の腹板相互間にバックアップ材を配設して腹板の遊間側面に密着固定させ、次いで、このバックアップ材の上に流動性の弾性シール材を充填・固化させて橋梁継目用止水兼遮音装置を形成していた(例えば、特許文献1参照)。このバックアップ材は、発泡ウレタンから形成されているものが多いが、ゴムまたはエラストマーから形成されているものも開発されている。
特開2003−253610号公報
Conventionally, this water stop and sound insulation device for bridge joints has been constructed by a so-called elastic sealing material filling method. That is, first, a backup material is disposed between the abdominal plates of a pair of expansion joints facing each other with a gap between the joints, and is tightly fixed to the idler side surface of the abdominal plate. Sealing material was filled and solidified to form a water stop and sound insulation device for bridge joints (see, for example, Patent Document 1). Many of these backup materials are made of urethane foam, but those made of rubber or elastomer have also been developed.
JP 2003-253610 A

しかし、これでは次のような不都合があった。   However, this has the following disadvantages.

第1に、この橋梁継目用止水兼遮音装置を施工するためには、接着剤塗布、弾性シール材の撹拌および漏洩防止のための作業、狭い空間への充填など繁雑な作業を強いられ、作業性が悪い。   First, in order to construct this water-stop and sound-insulating device for bridge joints, complicated operations such as applying adhesive, stirring the elastic seal material and preventing leakage, filling in narrow spaces, Workability is poor.

第2に、弾性シール材は、有機溶剤からなる硬化剤を主剤に混合撹拌して調製し、これを充填する。そのため、作業者が有機溶剤を吸い込んで健康を害する恐れがあり、作業時の安全性が低い。   Secondly, the elastic sealing material is prepared by mixing and stirring a curing agent composed of an organic solvent with the main agent, and filling it. Therefore, there is a risk that the worker may inhale the organic solvent and harm the health, and the safety during the work is low.

第3に、橋梁継目用止水兼遮音装置の止水・遮音性能が持続しにくい。すなわち、弾性シール材やバックアップ材は、経年変化によって弾性を失い、亀裂や剥離が生じて隙間ができてしまう。すると、この隙間を通って、雨水などの水が継目遊間の下へ落下するとともに、車両通過時の騒音が外部に漏れる。その結果、橋梁継目用止水兼遮音装置の止水・遮音性能を長期にわたって維持することが困難となる。   Third, the water and sound insulation performance of the water and sound insulation device for bridge joints is difficult to sustain. That is, the elastic sealing material and the backup material lose elasticity due to secular change, and cracks and peeling occur, resulting in a gap. Then, through this gap, water such as rain water falls below the joint play, and noise when passing through the vehicle leaks to the outside. As a result, it becomes difficult to maintain the water and sound insulation performance of the bridge joint water and sound insulation device over a long period of time.

本発明は、このような事情に鑑み、作業性が良好で、作業時の安全性が高く、止水・遮音性能が長期にわたって維持される橋梁継目用止水兼遮音装置を提供することを目的とする。   In view of such circumstances, an object of the present invention is to provide a water and sound insulation device for bridge joints that has good workability, high safety during work, and water and sound insulation performance is maintained over a long period of time. And

まず、請求項1に係る発明は、橋梁の継目遊間を隔てて対向する一対の腹板を備えた伸縮継手装置に設備される橋梁継目用止水兼遮音装置であって、前記各腹板にそれぞれ締着プレートが互いに対向する形で取り付けられ、これらの締着プレート間に伸縮部材が架設されていることを特徴とする。
また、請求項2に係る発明は、前記伸縮部材は、複数個の伸縮ジョイントが連結されたものであることを特徴とする。
また、請求項3に係る発明は、前記各伸縮ジョイントには、その両端部にそれぞれ鈎部が形成されており、前記複数個の伸縮ジョイントは、前記鈎部に結合チャンネルが嵌着されて連結されていることを特徴とする。
また、請求項4に係る発明は、前記伸縮部材には、吸音材が添設されていることを特徴とする。
また、請求項5に係る発明は、前記吸音材は、スポンジであることを特徴とする。
First, the invention according to claim 1 is a water stop / sound insulation device for a bridge joint provided in an expansion joint device provided with a pair of abdominal plates facing each other with a gap between the joints of the bridge. The fastening plates are attached to each other so as to face each other, and an elastic member is installed between these fastening plates.
The invention according to claim 2 is characterized in that the elastic member is formed by connecting a plurality of expansion joints.
According to a third aspect of the present invention, each of the expansion joints has flanges formed at both ends thereof, and the plurality of expansion joints are connected with a coupling channel fitted to the flanges. It is characterized by being.
The invention according to claim 4 is characterized in that a sound-absorbing material is attached to the elastic member.
The invention according to claim 5 is characterized in that the sound absorbing material is a sponge.

本発明によれば、継目遊間を隔てて対向する一対の腹板に締着プレートを取り付け、これらの締着プレート間に伸縮部材を取り付けるだけで、橋梁継目用止水兼遮音装置の施工が完了することから、作業性が良好で、作業時の安全性が高く、止水・遮音性能が長期にわたって維持される橋梁継目用止水兼遮音装置を提供することができる。   According to the present invention, a fastening plate is attached to a pair of abdominal plates facing each other with a gap between the joints, and the construction of the water-stop and sound-insulating device for the bridge joint is completed simply by attaching an elastic member between these fastening plates. Therefore, it is possible to provide a water and sound insulation device for bridge joints that has good workability, high safety during work, and water and sound insulation performance that is maintained over a long period of time.

すなわち、接着剤塗布その他の繁雑な作業を行う必要がないため、作業性が良好である。また、有機溶剤を使わなくて済むので、作業時の安全性が高い。さらに、経年変化によって弾性を失う弾性シール材やバックアップ材を用いる必要がないため、止水・遮音性能が長期にわたって維持される。   That is, workability is good because there is no need to perform adhesive coating and other complicated operations. In addition, since it is not necessary to use an organic solvent, safety during work is high. Furthermore, since it is not necessary to use an elastic sealing material or a backup material that loses its elasticity due to aging, the water stopping / sound insulation performance is maintained for a long time.

以下、本発明の実施形態を図面に基づいて説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

道路橋1には、図1に示すように、伸縮継手装置5が設置されており、伸縮継手装置5は、継目遊間4を隔てて対向する一対の鋸歯状のフェイスプレート9、10を有している。これらのフェイスプレート9、10にはそれぞれ腹板11、12が、互いに所定の間隔を置いて対向する形で垂設されており、これら腹板11、12間には、橋梁継目用止水兼遮音装置13が継目遊間4の下方に位置するように設けられている。   As shown in FIG. 1, an expansion joint device 5 is installed on the road bridge 1, and the expansion joint device 5 has a pair of sawtooth face plates 9, 10 facing each other with a joint gap 4 therebetween. ing. Abdominal plates 11 and 12 are suspended from these face plates 9 and 10 so as to face each other at a predetermined interval. A sound insulation device 13 is provided so as to be positioned below the joint gap 4.

この橋梁継目用止水兼遮音装置13は、図2に示すように、一対の締着プレート14、15および伸縮部材18から構成されている。   As shown in FIG. 2, the water-stop and sound-insulation device 13 for a bridge joint is composed of a pair of fastening plates 14 and 15 and a telescopic member 18.

各締着プレート14、15は、図3に示すように、鋼材からなる細長い平板状の基板14c、15cと、この基板14c、15cを覆うクロロプレン系合成ゴム製のカバー材14a、15aとを有している。基板14c、15cには、複数個(図3では、そのうちの2個のみ図示)のねじ孔14e、15eが形成されている。カバー材14a、15aには、複数個(図3では、そのうちの2個のみ図示)のボルト挿通孔14b、15bがねじ孔14e、15eに対応して形成されている。また、カバー材14a、15aには、その背面に2本の止水凸条14d、15dが、カバー材14a、15aの長手方向に延伸する形で形成されているとともに、その上下両端部に鈎部14f、14g、15f、15gが、カバー材14a、15aの長手方向に延伸する形で形成されている。   As shown in FIG. 3, each of the fastening plates 14 and 15 has an elongated flat plate-like substrate 14c and 15c made of a steel material, and a cover material 14a and 15a made of a chloroprene-based synthetic rubber that covers the substrates 14c and 15c. is doing. A plurality of screw holes 14e and 15e (only two of them are shown in FIG. 3) are formed in the substrates 14c and 15c. A plurality of bolt insertion holes 14b and 15b (only two of them are shown in FIG. 3) are formed in the cover members 14a and 15a corresponding to the screw holes 14e and 15e. Further, the cover materials 14a and 15a are formed with two water stopping ridges 14d and 15d on the back surface thereof so as to extend in the longitudinal direction of the cover materials 14a and 15a. The portions 14f, 14g, 15f, and 15g are formed so as to extend in the longitudinal direction of the cover materials 14a and 15a.

一方、伸縮部材18は、図2に示すように、クロロプレン系合成ゴムからなる3個の伸縮ジョイント16がナイロン製の結合チャンネル19で連結され、さらに、発泡材からなるスポンジ17が吸音材として添設されたものである。ここで、各伸縮ジョイント16は、図4に示すように、一対の平板状の当接板16a、16bを有しており、各当接板16a、16bの上下両端部にはそれぞれ鈎部16d、16eが、当接板16a、16bの長手方向(図4紙面と直交する方向)に延伸する形で形成されている。また、これらの当接板16a、16b間には、六角筒状の伸縮ユニット16cが一直線上に3個つながって一体に形成されている。そして、伸縮ジョイント16は、図4に実線と一点鎖線で示すように、伸縮ユニット16cが弾性変形することによって伸縮自在となっている。また、各結合チャンネル19は、図5に示すように、断面U字形のチャンネル本体19aを有しており、チャンネル本体19aの一端部には嵌合凹部19bが、他端部には嵌合凸部19cが形成されている。   On the other hand, as shown in FIG. 2, the expansion / contraction member 18 has three expansion joints 16 made of chloroprene-based synthetic rubber connected by a connecting channel 19 made of nylon, and a sponge 17 made of a foam material as a sound absorbing material. It was established. Here, as shown in FIG. 4, each expansion joint 16 has a pair of flat contact plates 16a and 16b, and flanges 16d are provided at both upper and lower ends of each contact plate 16a and 16b. , 16e are formed so as to extend in the longitudinal direction of the contact plates 16a, 16b (direction perpendicular to the paper surface of FIG. 4). Further, between the contact plates 16a and 16b, three hexagonal cylindrical expansion / contraction units 16c are connected and formed integrally. As shown by the solid line and the alternate long and short dash line in FIG. 4, the expansion joint 16 can be expanded and contracted by elastic deformation of the expansion unit 16 c. As shown in FIG. 5, each coupling channel 19 has a channel main body 19a having a U-shaped cross section. One end of the channel main body 19a has a fitting recess 19b, and the other end has a fitting protrusion. A portion 19c is formed.

道路橋1は以上のような構成を有するので、この道路橋1の止水・遮音性能を高めるべく、継目遊間4の下方に橋梁継目用止水兼遮音装置13を施工する際には、次の手順による。なお、ここで述べる施工法は一例であり、他にも各種の施工法(例えば、橋梁継目用止水兼遮音装置13を組み立ててから、これを一対の腹板11、12間に架け渡して取り付ける方法など)が考えられる。   Since the road bridge 1 has the above-described configuration, in order to improve the water stop / sound insulation performance of the road bridge 1, when the water stop / sound insulation device 13 for the bridge joint is constructed below the joint gap 4, According to the procedure. In addition, the construction method described here is an example, and other various construction methods (for example, after assembling the water stop / sound insulation device 13 for the bridge joint, are bridged between the pair of belly plates 11, 12). A method of mounting) is conceivable.

まず、図1に示すように、2つの腹板11、12にそれぞれ締着プレート14、15をボルト締めで固定する。それには、図2に示すように、各腹板11、12の表側(継目遊間4側)にそれぞれ締着プレート14、15を当接させ、腹板11、12の裏側からボルト23、24を挿通して基板14c、15cに螺着する。すると、2つの腹板11、12に締着プレート14、15が互いに対向する形で固定された状態となる。なお、締着プレート14、15の背面、つまり腹板11、12側の面には止水凸条14d、15dが形成されているので、締着プレート14、15は腹板11、12に隙間なく密着する。   First, as shown in FIG. 1, the fastening plates 14 and 15 are fixed to the two abdominal plates 11 and 12 by bolting, respectively. For this purpose, as shown in FIG. 2, the fastening plates 14 and 15 are brought into contact with the front sides of the abdominal plates 11 and 12, respectively (the side between the seams 4), and bolts 23 and 24 are attached from the back side of the abdominal plates 11 and 12, respectively. It is inserted and screwed into the boards 14c and 15c. Then, the fastening plates 14 and 15 are fixed to the two abdominal plates 11 and 12 so as to face each other. In addition, since the water stop protrusion 14d and 15d are formed in the back surface of the fastening plates 14 and 15, ie, the surface at the side of the abdominal plates 11 and 12, the fastening plates 14 and 15 Adhere closely.

一方、伸縮部材18を組み立てる。それには、図2に示すように、3個の伸縮ジョイント16を順に接合し、これら伸縮ジョイント16の接合部、つまり当接板16a、16bの鈎部16d、16eにそれぞれ結合チャンネル19を嵌着して固定する。次いで、すべての伸縮ジョイント16の各伸縮ユニット16c内にそれぞれスポンジ17を挿通する。すると、伸縮部材18の組立が完成する。   On the other hand, the elastic member 18 is assembled. For this purpose, as shown in FIG. 2, three expansion joints 16 are joined in order, and the coupling channels 19 are fitted to the joints of these expansion joints 16, that is, the flanges 16d and 16e of the contact plates 16a and 16b. And fix. Next, the sponges 17 are inserted into the respective expansion / contraction units 16 c of all the expansion joints 16. Then, the assembly of the elastic member 18 is completed.

こうして伸縮部材18が組み立てられたところで、図2に示すように、この伸縮部材18を一対の締着プレート14、15間に架け渡して取り付ける。それには、伸縮部材18の一端部(当接板16a)を一方の締着プレート14に当接させ、この当接部の上下にそれぞれ結合チャンネル19を嵌着して固定する。同様に、伸縮部材18の他端部(当接板16b)を他方の締着プレート15に当接させ、この当接部の上下にそれぞれ結合チャンネル19を嵌着して固定する。すると、一対の締着プレート14、15間、すなわち継目遊間4の下方に伸縮部材18が架け渡された状態となる。   When the telescopic member 18 is assembled in this way, the telescopic member 18 is mounted across the pair of fastening plates 14 and 15 as shown in FIG. For this purpose, one end portion (abutment plate 16a) of the expansion / contraction member 18 is brought into contact with one fastening plate 14, and the coupling channels 19 are fitted and fixed respectively above and below the contact portion. Similarly, the other end portion (contact plate 16b) of the elastic member 18 is brought into contact with the other fastening plate 15, and the coupling channels 19 are fitted and fixed respectively above and below the contact portion. Then, the elastic member 18 is bridged between the pair of fastening plates 14, 15, that is, below the joint gap 4.

ここで、橋梁継目用止水兼遮音装置13の施工が完了し、継目遊間4の止水・遮音性能に優れた道路橋1が完成する。すなわち、継目遊間4の下方には、橋梁継目用止水兼遮音装置13が締着プレート14、15を介して腹板11、12に取り付けられた形で設けられているので、継目遊間4を通って落下した雨水などの水は、橋下への漏れが橋梁継目用止水兼遮音装置13によって阻止される。しかも、締着プレート14、15は、上述したとおり、腹板11、12に密着しているので、締着プレート14、15と腹板11、12との隙間から漏水する恐れもない。したがって、支承(図示せず)が錆びる事態の発生を回避することができる。また、車両通過時の騒音はスポンジ17に吸音されるため、周辺住民への騒音問題を解消することができる。   Here, the construction of the water stop and sound insulation device 13 for the bridge joint is completed, and the road bridge 1 excellent in the water stop and sound insulation performance of the joint gap 4 is completed. That is, a water stop and sound insulation device 13 for a bridge joint is provided below the joint gap 4 so as to be attached to the abdominal plates 11 and 12 via the fastening plates 14 and 15. Water such as rain water that has fallen through is prevented from leaking under the bridge by a water stop and sound insulation device 13 for the bridge joint. In addition, since the fastening plates 14 and 15 are in close contact with the abdominal plates 11 and 12 as described above, there is no risk of leakage from the gap between the fastening plates 14 and 15 and the abdominal plates 11 and 12. Therefore, it is possible to avoid the occurrence of a situation where the support (not shown) rusts. Moreover, since the noise when passing through the vehicle is absorbed by the sponge 17, it is possible to solve the noise problem for the surrounding residents.

このように、橋梁継目用止水兼遮音装置13の施工は、各腹板11、12に締着プレート14、15を固定し、これらの締着プレート14、15間に伸縮部材18を取り付けるだけで完了する。したがって、接着剤塗布その他の繁雑な作業を行う必要がないため、作業性が良好である。また、主剤と撹拌する有機溶剤を使わなくて済むので、作業時の安全性が高い。さらに、経年変化によって弾性を失う弾性シール材やバックアップ材を用いる必要がないため、止水・遮音性能が長期にわたって維持される。   As described above, the construction of the water stop and sound insulation device 13 for the bridge joint is only to fix the fastening plates 14 and 15 to the abdominal plates 11 and 12, and to attach the elastic member 18 between the fastening plates 14 and 15. Complete with. Therefore, there is no need to perform adhesive application and other complicated operations, so that workability is good. In addition, since it is not necessary to use an organic solvent that stirs with the main agent, safety during work is high. Furthermore, since it is not necessary to use an elastic sealing material or a backup material that loses its elasticity due to secular change, the water stop / sound insulation performance is maintained for a long time.

なお、上述の実施形態においては、3個の伸縮ジョイント16が結合チャンネル19で連結された橋梁継目用止水兼遮音装置13について説明したが、橋梁継目用止水兼遮音装置13を構成する伸縮ジョイント16の連結個数は、締着プレート14、15間の距離に応じて適当な個数とすればよい。このとき、締着プレート14、15間の距離が変化しても、伸縮ジョイント16の連結個数を増減させることで対処できるので、1種類の伸縮ジョイント16を用意しておけば事足りるため経済的である。   In the above-described embodiment, the water stop and sound insulation device 13 for the bridge joint in which the three expansion joints 16 are connected by the coupling channel 19 has been described. However, the expansion and contraction constituting the water stop and sound insulation device 13 for the bridge joint is described. The number of joints 16 to be connected may be an appropriate number according to the distance between the fastening plates 14 and 15. At this time, even if the distance between the fastening plates 14 and 15 is changed, it can be dealt with by increasing / decreasing the number of connections of the expansion / contraction joints 16. Therefore, it is economical to prepare one kind of expansion / contraction joints 16 and it is economical. is there.

なお、上述の実施形態においては、六角筒状に形成された3個の伸縮ユニット16cを備えたクロロプレン系合成ゴム製の伸縮ジョイント16を用いる場合について説明した。しかし、伸縮ユニット16cの形状としては、六角筒状以外の形状(例えば、円筒状、楕円筒状、菱形筒状など)を採用してもよい。また、伸縮ユニット16cの個数は、1個以上であれば何個でもよい。さらに、伸縮ジョイント16の材質としては、クロロプレン系合成ゴム以外の材質(例えば、EPDM(エチレンプロピレンゴム)など)を採用してもよい。   In addition, in the above-mentioned embodiment, the case where the expansion joint 16 made from a chloroprene-type synthetic rubber provided with the three expansion-contraction units 16c formed in the hexagonal cylinder shape was demonstrated. However, as the shape of the expansion / contraction unit 16c, a shape other than the hexagonal cylinder shape (for example, a cylindrical shape, an elliptical cylinder shape, a rhombus cylindrical shape, etc.) may be adopted. Further, the number of the expansion / contraction units 16c may be any number as long as it is one or more. Further, as the material of the expansion joint 16, a material other than chloroprene synthetic rubber (for example, EPDM (ethylene propylene rubber)) may be employed.

なお、上述の実施形態においては、ナイロン製の結合チャンネル19を用いる場合について説明したが、結合チャンネル19の材質としては、ナイロン以外の材質(例えば、樹脂コーティング、めっき等の防錆処理を施した鋼材など)を採用しても構わない。   In the above-described embodiment, the case where the nylon coupling channel 19 is used has been described. However, the material of the coupling channel 19 is a material other than nylon (for example, rust prevention treatment such as resin coating or plating). Steel material etc.) may be adopted.

なお、上述の実施形態においては、発泡材からなるスポンジ17を吸音材として用いる場合について説明したが、スポンジ17以外の吸音材(例えば、グラスウールなど)を採用してもよい。また、継目遊間4の遮音要求がない場合は、この吸音材を省いて橋梁継目用止水兼遮音装置13の材料コストを削減することも可能である。   In the above-described embodiment, the case where the sponge 17 made of the foam material is used as the sound absorbing material has been described, but a sound absorbing material other than the sponge 17 (for example, glass wool or the like) may be employed. Further, when there is no request for sound insulation in the joint gap 4, it is possible to omit the sound absorbing material and reduce the material cost of the water stop and sound insulation device 13 for the bridge joint.

本発明に係る橋梁継目用止水兼遮音装置の一実施形態が適用された道路橋の正面図である。1 is a front view of a road bridge to which an embodiment of a water stop and sound insulation device for a bridge joint according to the present invention is applied. 図1に示す橋梁継目用止水兼遮音装置の正面図である。It is a front view of the water stop and sound insulation apparatus for bridge joints shown in FIG. 図2に示す橋梁継目用止水兼遮音装置を構成する締着プレートの正面図(左上)、底面図(左下)、断面図(右)である。FIG. 3 is a front view (upper left), a bottom view (lower left), and a cross-sectional view (right) of a fastening plate constituting the water stop and sound insulation device for a bridge joint shown in FIG. 2. 図2に示す橋梁継目用止水兼遮音装置を構成する伸縮ジョイントの正面図である。It is a front view of the expansion-contraction joint which comprises the water stop and sound insulation apparatus for bridge joints shown in FIG. 図2に示す橋梁継目用止水兼遮音装置を構成する結合チャンネルの平面図(上)、正面図(中央)、底面図(下)、左側面図(左)、右側面図(右)である。In the plan view (top), front view (center), bottom view (bottom), left side view (left), and right side view (right) of the connecting channel constituting the water stop and sound insulation device for the bridge joint shown in FIG. is there.

符号の説明Explanation of symbols

1……道路橋(橋梁)
4……継目遊間
5……伸縮継手装置
11、12……腹板
13……橋梁継目用止水兼遮音装置
14、15……締着プレート
16……伸縮ジョイント
16d、16e……鈎部
17……スポンジ(吸音材)
18……伸縮部材
19……結合チャンネル
1 …… Road bridge (bridge)
4 ... Seam free space 5 ... Expansion joint device 11, 12 ... abdomen 13 ... Water stop and sound insulation device for bridge joints 14, 15 ... Fastening plate 16 ... Expansion joints 16d, 16e ... Bridge 17 …… Sponge (sound absorbing material)
18 …… Elastic member 19 …… Coupling channel

Claims (5)

橋梁の継目遊間を隔てて対向する一対の腹板を備えた伸縮継手装置に設備される橋梁継目用止水兼遮音装置であって、
前記各腹板にそれぞれ締着プレートが互いに対向する形で取り付けられ、
これらの締着プレート間に伸縮部材が架設されていることを特徴とする橋梁継目用止水兼遮音装置。
A water stop and sound insulation device for a bridge joint installed in an expansion joint device provided with a pair of abdominal plates facing each other with a gap between the bridge joints,
A fastening plate is attached to each of the abdominal plates so as to face each other,
A water stop and sound insulation device for a bridge joint, characterized in that an elastic member is installed between these fastening plates.
前記伸縮部材は、複数個の伸縮ジョイントが連結されたものであることを特徴とする請求項1に記載の橋梁継目用止水兼遮音装置。   The water stop and sound insulation device for a bridge joint according to claim 1, wherein the expansion member is formed by connecting a plurality of expansion joints. 前記各伸縮ジョイントには、その両端部にそれぞれ鈎部が形成されており、
前記複数個の伸縮ジョイントは、前記鈎部に結合チャンネルが嵌着されて連結されていることを特徴とする請求項2に記載の橋梁継目用止水兼遮音装置。
Each expansion joint is formed with a flange on each end thereof,
The water stop and sound insulation device for a bridge joint according to claim 2, wherein the plurality of expansion joints are connected to each other by fitting a coupling channel to the flange portion.
前記伸縮部材には、吸音材が添設されていることを特徴とする請求項1乃至3のいずれかに記載の橋梁継目用止水兼遮音装置。   The water stop and sound insulation device for a bridge joint according to any one of claims 1 to 3, wherein a sound absorbing material is attached to the expansion and contraction member. 前記吸音材は、スポンジであることを特徴とする請求項4に記載の橋梁継目用止水兼遮音装置。   The said sound-absorbing material is sponge, the water stop and sound insulation apparatus for bridge joints of Claim 4 characterized by the above-mentioned.
JP2004185933A 2004-06-24 2004-06-24 Built-up cut-off-cum-noise-insulation equipment installed in joint gap between joints of bridge Pending JP2006009334A (en)

Priority Applications (1)

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JP2004185933A JP2006009334A (en) 2004-06-24 2004-06-24 Built-up cut-off-cum-noise-insulation equipment installed in joint gap between joints of bridge

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JP2004185933A JP2006009334A (en) 2004-06-24 2004-06-24 Built-up cut-off-cum-noise-insulation equipment installed in joint gap between joints of bridge

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JP2006009334A true JP2006009334A (en) 2006-01-12

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101062223B1 (en) 2011-04-28 2011-09-05 주식회사 브리텍 Expansion joint apparatus for bridge
CN111188265A (en) * 2020-02-18 2020-05-22 江苏平山交通设施有限公司 Curved surface shock absorption and noise reduction telescopic device for highway bridge
KR102148989B1 (en) * 2020-03-16 2020-08-28 주식회사 칠성건설 Rubber material expansion device for continuity of bridge and road structure
CN112239999A (en) * 2020-11-25 2021-01-19 无锡市政设计研究院有限公司 Novel bridge floor expansion joint structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101062223B1 (en) 2011-04-28 2011-09-05 주식회사 브리텍 Expansion joint apparatus for bridge
CN111188265A (en) * 2020-02-18 2020-05-22 江苏平山交通设施有限公司 Curved surface shock absorption and noise reduction telescopic device for highway bridge
KR102148989B1 (en) * 2020-03-16 2020-08-28 주식회사 칠성건설 Rubber material expansion device for continuity of bridge and road structure
CN112239999A (en) * 2020-11-25 2021-01-19 无锡市政设计研究院有限公司 Novel bridge floor expansion joint structure

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