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JP4677809B2 - Road bridge girder drainage channel - Google Patents
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JP4677809B2 - Road bridge girder drainage channel - Google Patents

Road bridge girder drainage channel Download PDF

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JP4677809B2
JP4677809B2 JP2005097560A JP2005097560A JP4677809B2 JP 4677809 B2 JP4677809 B2 JP 4677809B2 JP 2005097560 A JP2005097560 A JP 2005097560A JP 2005097560 A JP2005097560 A JP 2005097560A JP 4677809 B2 JP4677809 B2 JP 4677809B2
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road bridge
girder
drainage channel
holding body
bridge girder
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JP2006274712A (en
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亘 太田
正巳 古澤
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Yokohama Rubber Co Ltd
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Yokohama Rubber Co Ltd
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Description

本発明は、道路橋桁継目の排水路に関し、さらに詳しくは、構造体に特別な加工を施すことなく設置が容易で、コスト削減を可能とする道路橋桁継目の排水路に関するものである。 The present invention relates to a drainage channel of a road bridge girder joint, and more particularly to a drainage channel of a road bridge girder joint that can be easily installed without subjecting a structure to any special processing and can reduce costs.

道路橋の桁の端部どうしは、すき間をあけて道路橋伸縮装置によって連結されて、地震等の振動による変位を吸収する構造となっている。この桁の継目からは雨水等が入り込むので、道路橋の下方にある道路に雨水等を流下させない等の目的で、桁継目の下方に雨水等を受け止めて排水する排水路が設置されている。   The ends of the girder of the road bridge are connected to each other by a road bridge expansion / contraction device with a gap therebetween to absorb displacement caused by vibrations such as earthquakes. Since rainwater and the like enter from the joint of this girder, a drainage channel is provided below the girder joint to receive and drain rainwater and the like for the purpose of preventing rainwater and the like from flowing down the road below the road bridge.

従来、この排水路は、例えば、道路橋伸縮装置にボルト穴を設けて、排水路となる樋を道路橋伸縮装置にボルト固定する構造が採用されていた(特許文献1参照)。   Conventionally, this drainage channel has adopted a structure in which, for example, a bolt hole is provided in a road bridge expansion / contraction device, and a ridge that becomes a drainage channel is bolted to the road bridge expansion / contraction device (see Patent Document 1).

しかしながら、このような構造では排水路の設置に時間とコストがかかるという問題があり、メンテナンスも容易でないという問題があった。また、道路橋伸縮装置等の構造体にボルト穴をあけるので、構造体を設計する際には、その強度低下を考慮する必要があるという問題があった。
特開2003−64613号公報
However, in such a structure, there is a problem that it takes time and cost to install a drainage channel, and there is a problem that maintenance is not easy. Further, since bolt holes are made in a structure such as a road bridge expansion / contraction device, there is a problem that it is necessary to consider the strength reduction when designing the structure.
JP 2003-64613 A

本発明の目的は、構造体に特別な加工を施すことなく設置が容易で、コスト削減を可能とする道路橋桁継目の排水路を提供することにある。   An object of the present invention is to provide a drainage channel of a road bridge girder joint that can be easily installed without subjecting a structure to special processing and can reduce costs.

上記目的を達成するため本発明の道路橋桁継目の排水路は、桁端部どうしが伸縮装置で連結された道路橋の桁継目からの雨水を排水する道路橋桁継目の排水路において、上部を開放して前記伸縮装置の下方で前記桁継目に沿って延設される弾性体からなる樋部と、前記連結されるそれぞれの桁端部側の構造体に着脱自在に取付いて該樋部を保持する取付手段とを備え、該取付手段が前記樋部の両端部に設けられたマグネットと、前記樋部に外周に沿って一体化して設けられた帯状の金属製の保持体であり、この保持体はその両端部を自身の材質の弾性力によって、前記連結されるそれぞれの桁端部側の構造体に押付けることを特徴とするものである。 In order to achieve the above-mentioned object, the drainage channel of the road bridge girder joint of the present invention is a drainage channel of the road bridge girder joint that drains rainwater from the girder joint of the road bridge where the ends of the girder are connected by a telescopic device. A hook part made of an elastic body extending along the girder joint below the telescopic device, and a detachable attachment to the structure on the side of each of the connected girder ends to hold the hook part Mounting means, and the mounting means is a magnet provided at both ends of the flange, and a band-shaped metal holder integrally provided along the outer periphery of the flange. The body is characterized in that its both end portions are pressed against the structure on the side of each of the connected girder ends by the elastic force of its own material.

ここで、前記保持体の両端部の外側にスプリングを設け、このスプリングの外側にゴム層からなる当接部を設けることもできる。Here, it is also possible to provide springs on the outer sides of both ends of the holding body, and to provide a contact portion made of a rubber layer on the outer side of the springs.

本発明の道路橋桁継目の排水路によれば、桁端部どうしが伸縮装置で連結された道路橋の桁継目からの雨水を排水する道路橋桁継目の排水路において、上部を開放して伸縮装置の下方で継目に沿って延設される弾性体からなる樋部によって、桁継目から落ちてくる雨水等を受け止め、道路橋の幅方向に排水して道路橋直下に流下することを防止できる。 According to the drainage channel of the road bridge girder joint of the present invention, in the drainage channel of the road bridge girder joint that drains rainwater from the girder joint of the road bridge in which the end portions of the girder are connected by the telescopic device, the upper part is opened and the telescopic device is opened. It is possible to prevent rainwater or the like falling from the girder seam from being drained in the width direction of the road bridge and flowing down directly under the road bridge by the collar portion made of an elastic body extending along the seam below the seam.

また、連結されるそれぞれの桁端部側の構造体に着脱自在に取付いて樋部を保持する取付手段を備え、この取付手段を樋部の両端部に設けられたマグネットとしたので樋部の設置が容易となり、特に、変形させ易い弾性体からなる樋部との組合せにより、取付け場所となるぞれぞれの桁端部側の金属製の構造体に多少のずれや変形があっても、この構造体に特別な加工をすることなく容易に設置することができ、設置コストの削減も可能となり、メンテナンスも容易にできる。   In addition, it has attachment means for detachably attaching to the structures on the side of each spar end to be connected to hold the collar part, and since this attachment means is a magnet provided at both ends of the collar part, Easy installation, especially when combined with a collar made of an elastic body that is easily deformed, even if there is a slight shift or deformation in the metal structure on the side of each girder that becomes the mounting location The structure can be easily installed without special processing, the installation cost can be reduced, and maintenance can be facilitated.

また、取付手段をマグネットに加えて樋部に外周に沿って設けられ、両端部を弾性力で連結されるそれぞれの桁端部側の構造体に押付ける保持体とすることで、金属製の部分に限定されることなく取付け可能となり任意の位置に樋部を保持固定できる。 In addition to the magnet , the attachment means is provided along the outer periphery of the collar portion, and both ends are made to be holding bodies that are pressed against the structures on the side of the end portions of the girders that are connected by elastic force. It can be attached without being limited to the portion, and the collar portion can be held and fixed at an arbitrary position.

以下、本発明の道路橋桁継目の排水路を図に示した実施形態に基づいて説明する。図1は、参考形態の排水路1を長手方向に対して直角方向から見た断面で示している。 Hereinafter, the drainage channel of the road bridge girder joint of the present invention will be described based on the embodiments shown in the drawings. FIG. 1 shows a cross section of a drainage channel 1 of a reference form viewed from a direction perpendicular to the longitudinal direction.

この排水路1は、道路橋の桁7の端部どうしを連結している道路橋伸縮装置6の下方に両端部間、即ち、桁継目に沿って延設され、上方を開放するU字状断面の長尺の樋部2と、この樋部2の両端部に設けられた取付手段3とを備えている。   The drainage channel 1 is formed in a U-shape that extends between both ends, that is, along the girder joint, below the road bridge telescopic device 6 that connects the ends of the girder 7 of the road bridge, and opens upward. A long elongate cross section 2 is provided, and attachment means 3 provided at both ends of the eaves 2.

樋部2は弾性体からなり、例えば、薄層ゴムや薄層ゴムと繊維層などの補強層との複合体となっている。樋部2の両端部外側には、取付手段となるマグネット3(マグネットゴム)が加硫接着や接着剤による接着等によって樋部2と一体化されている。   The eaves part 2 is made of an elastic material, for example, a thin layer rubber or a composite of a thin layer rubber and a reinforcing layer such as a fiber layer. A magnet 3 (magnet rubber) serving as an attaching means is integrated with the flange 2 on the outside of both ends of the flange 2 by vulcanization adhesion, adhesion with an adhesive, or the like.

この両端部のマグネット3を道路橋伸縮装置6で連結されている桁7のそれぞれの端部側の構造体に取付ける。具体的には、桁7のそれぞれの端部側にある道路橋伸縮装置6の金属製の固定端6a(構造体)に磁力で保持固定する。   The magnets 3 at both ends are attached to the structures on the end sides of the girders 7 connected by the road bridge telescopic device 6. Specifically, it is held and fixed by a magnetic force to the metal fixed end 6a (structure) of the road bridge telescopic device 6 on each end side of the beam 7.

これによって、道路橋桁継目から下方に落ちてくる雨水Wを確実に樋部2で受け止めて、延設方向である道路橋幅方向端部へと排水する。したがって、道路橋直下に雨水等が流下することを防止でき、道路橋下の道路を通行する車両に水滴が当たることもなくなる。尚、この排水路1は、道路橋幅方向端部において排水を下方に排水する図示しない排水管に連結されている。
As a result, the rainwater W falling downward from the road bridge girder joint is reliably received by the eaves portion 2 and drained to the end portion in the road bridge width direction which is the extending direction. Therefore, it is possible to prevent rainwater or the like from flowing directly under the road bridge, and water drops do not hit the vehicle passing through the road under the road bridge. The drainage channel 1 is connected to a drain pipe (not shown) that drains the drainage downward at the end in the width direction of the road bridge.

この排水路1によれば、構造体である桁7や道路橋伸縮装置6に特別な加工を施すことなく設置でき、その設置も容易である。また、加工を不要としているので、コスト削減も可能となり、構造体の強度を低下させることもない。   According to this drainage channel 1, it can install without giving special processing to the girder 7 and the road bridge expansion-contraction apparatus 6 which are structures, and the installation is also easy. Further, since processing is not required, cost can be reduced and the strength of the structure is not reduced.

また、樋部2が弾性体なので変形させ易く、取付け場所となる桁7や道路橋伸縮装置6の金属製の固定端6aに多少のずれや変形があっても、容易に設置することができる。さらに、着脱が容易なのでメンテナンスも簡単である。   Moreover, since the collar part 2 is an elastic body, it can be easily deformed, and can be easily installed even if there is a slight deviation or deformation in the girder 7 serving as a mounting place or the metal fixed end 6a of the road bridge expansion and contraction device 6. . Furthermore, since it is easy to attach and detach, maintenance is also easy.

この参考形態では、マグネット3を道路橋伸縮装置6の金属製の固定端6aに取付けているが、桁7に金属部分があれば、その金属部分に取付けることもできる。尚、マグネット3は樋部2の延設方向に連続して、または、断続的に設ける。 In this reference embodiment , the magnet 3 is attached to the metal fixed end 6a of the road bridge expansion / contraction device 6, but if the girder 7 has a metal part, it can be attached to the metal part. The magnet 3 is provided continuously or intermittently in the extending direction of the flange 2.

図2に実施形態を示す。この排水路1は、参考形態と取付手段のみを変えたものである。この取付手段は、樋部2に外周に沿って設けられた帯状の金属製の保持体4であり、ばね鋼等の弾性に富む材質からなり、その両端部を材質自体の弾性力によって、道路橋伸縮装置6のそれぞれの金属製の固定端6aに押付け、その反力によって樋部2を保持固定している。複数の保持体4が、樋部2の長手方向に所定間隔をあけて、加硫接着や接着剤による接着等によって樋部2と一体化されている。 An embodiment is shown in FIG. This drainage channel 1 changes only a reference form and an attachment means. This attachment means is a band-shaped metal holding body 4 provided along the outer periphery of the flange portion 2 and is made of an elastic material such as spring steel, and both ends thereof are roads by the elastic force of the material itself. It presses on each metal fixed end 6a of the bridge expansion-contraction apparatus 6, and the collar part 2 is hold | maintained and fixed by the reaction force. A plurality of holding bodies 4 are integrated with the collar part 2 by vulcanization adhesion, adhesion with an adhesive, or the like at a predetermined interval in the longitudinal direction of the collar part 2.

この実施形態によって、参考形態と同様の効果を得ることができる。また、さらなる効果として、取付場所が金属に限定されず、任意の場所に取付けて、樋部2を保持固定することが可能となる。 According to this embodiment, the same effect as the reference embodiment can be obtained. Further, as a further effect, the attachment location is not limited to metal, and the flange portion 2 can be held and fixed by being attached to an arbitrary location.

図3に保持体4の変形例を示す。図3(a)に示す保持体4は、保持体4の両端部の外側にゴム層を設けて固定端6aとの当接部8としたものである。この構造によって、固定端6aとすき間なく密着して取付けることができ、雨水等の流下をさらに確実に防止できる。この当接部8は、樋部2と一体化したゴム層でもよく、また、ゴムに限定されず水密性のある材質を用いることができる。   FIG. 3 shows a modification of the holder 4. The holding body 4 shown in FIG. 3A has a rubber layer on the outside of both end portions of the holding body 4 to form a contact portion 8 with the fixed end 6a. With this structure, the fixed end 6a can be attached in close contact with the gap, and rainwater or the like can be more reliably prevented from flowing down. The contact portion 8 may be a rubber layer integrated with the flange portion 2, and is not limited to rubber, and a watertight material can be used.

図3(b)に示す保持体4は、保持体4の両端部の外側にスプリング5とゴム層からなる当接部8とを設けたものであり、スプリング5は一端部を保持体4に、他端部を当接部8に、上方を樋部2に囲まれている。当接部8のゴム層と樋部2とを一体化してもよい。当接部8のゴム層がスプリング5の弾性力によって固定端6aに押付けられて、その反力によって樋部2が保持固定される。   A holding body 4 shown in FIG. 3B is provided with a spring 5 and a contact portion 8 made of a rubber layer on the outside of both end portions of the holding body 4. One end of the spring 5 is attached to the holding body 4. The other end is surrounded by the contact portion 8 and the upper portion is surrounded by the flange portion 2. The rubber layer of the contact portion 8 and the flange portion 2 may be integrated. The rubber layer of the contact portion 8 is pressed against the fixed end 6a by the elastic force of the spring 5, and the collar portion 2 is held and fixed by the reaction force.

この構造では、保持体4にばね鋼等の高価な材質を用いる必要がなく、一般的な炭素鋼等を使用すればよいので、コスト削減を図ることが可能となる。スプリング5は、コイルスプリングや板ばね等の一般的な弾性力を有するものを採用することができる。   In this structure, it is not necessary to use an expensive material such as spring steel for the holding body 4, and it is only necessary to use general carbon steel or the like, so that the cost can be reduced. As the spring 5, a spring having a general elastic force such as a coil spring or a leaf spring can be employed.

尚、取付手段を既述したマグネット3と保持体4とを併用したものとするIncidentally, it is assumed that the combination of the attachment means and the magnet 3 already described with holder 4.

本発明の道路橋桁継目の排水路の参考形態を示す正面図である。It is a front view which shows the reference form of the drainage channel of the road bridge girder joint of this invention. 本発明の道路橋桁継目の排水路の実施形態を示す正面図である。It is a front view which shows embodiment of the drainage channel of the road bridge girder joint of this invention. 保持体の変形例を例示する一部拡大図である。It is a partially expanded view which illustrates the modification of a holding body.

符号の説明Explanation of symbols

1 排水路
2 樋部
3 マグネット(取付手段)
4 保持体(取付手段)
5 スプリング
6 道路橋伸縮装置 6a 固定端(構造体)
7 桁(構造体)
8 当接部


1 Drainage channel 2 Buttocks
3 Magnet (mounting means)
4 Holding body (mounting means)
5 Spring
6 Road bridge telescopic device 6a Fixed end (structure)
7 digits (structure)
8 Contact part


Claims (2)

桁端部どうしが伸縮装置で連結された道路橋の桁継目からの雨水を排水する道路橋桁継目の排水路において、上部を開放して前記伸縮装置の下方で前記桁継目に沿って延設される弾性体からなる樋部と、前記連結されるそれぞれの桁端部側の構造体に着脱自在に取付いて該樋部を保持する取付手段とを備え、該取付手段が前記樋部の両端部に設けられたマグネットと、前記樋部に外周に沿って一体化して設けられた帯状の金属製の保持体であり、この保持体はその両端部を自身の材質の弾性力によって、前記連結されるそれぞれの桁端部側の構造体に押付けることを特徴とする道路橋桁継目の排水路。 In the drainage channel of the road bridge girder joint that drains rainwater from the girder joint of the road bridge where the end portions of the girder are connected by a telescopic device, the upper part is opened and extended along the girder joint below the telescopic device. And a mounting means for detachably attaching to the structure on the side of each of the connected girder ends to hold the flange, the mounting means being at both ends of the flange And a band-shaped metal holding body integrally provided along the outer periphery of the collar, and this holding body is connected to the both ends thereof by the elastic force of its own material. A drainage channel for road bridge girder joints, which is pressed against the structure at the end of each girder. 前記保持体の両端部の外側にスプリングを設け、このスプリングの外側にゴム層からなる当接部を設けた請求項1に記載の道路橋桁継目の排水路。   The drainage channel of the road bridge girder joint according to claim 1, wherein springs are provided outside both ends of the holding body, and a contact portion made of a rubber layer is provided outside the spring.
JP2005097560A 2005-03-30 2005-03-30 Road bridge girder drainage channel Expired - Fee Related JP4677809B2 (en)

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JP4677809B2 true JP4677809B2 (en) 2011-04-27

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JP5406896B2 (en) * 2011-09-02 2014-02-05 新井 元之助 Water stop structure 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
JP6227280B2 (en) * 2013-05-21 2017-11-08 ニッタ株式会社 Telescopic device for road
JP6724599B2 (en) * 2016-06-28 2020-07-15 横浜ゴム株式会社 Expansion device for road bridge
JP6836031B2 (en) * 2017-01-23 2021-02-24 ヒートロック工業株式会社 Water-stop structure provided between the bridge girders
JP6944707B2 (en) * 2017-12-27 2021-10-06 中井商工株式会社 Water stop device
CN112112069A (en) * 2020-09-29 2020-12-22 单国珠 Dust-proof and maintenance-free single-slot reinforced bridge expansion device and method
CN112376410B (en) * 2020-11-13 2022-04-05 重庆交通大学 A self-balancing anti-drop beam support
KR102305121B1 (en) * 2021-03-17 2021-09-27 주식회사 두드림테크 Waterproof expansion joint for partially repairable and easy maintenance using vulcanization rubber sheet
CN218091210U (en) * 2022-08-18 2022-12-20 江苏平山交通设施有限公司 Streamline noise-reducing and water-draining telescopic device

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JP3509797B2 (en) * 2001-09-18 2004-03-22 ショーボンド建設株式会社 Waterproof rubber sheet and waterproof rubber sheet device

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