JP2007332689A - Surface cover for highway bridge expansion device - Google Patents

Surface cover for highway bridge expansion device Download PDF

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JP2007332689A
JP2007332689A JP2006166967A JP2006166967A JP2007332689A JP 2007332689 A JP2007332689 A JP 2007332689A JP 2006166967 A JP2006166967 A JP 2006166967A JP 2006166967 A JP2006166967 A JP 2006166967A JP 2007332689 A JP2007332689 A JP 2007332689A
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bridge expansion
surface cover
road bridge
expansion
main body
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JP4946192B2 (en
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Masayuki Isono
雅幸 礒野
Noriyasu Kato
典保 加藤
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Yokohama Rubber Co Ltd
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Yokohama Rubber Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a surface cover for a highway bridge expansion device which can be installed to an existing highway bridge expansion device and is capable of decreasing noise generated when motor vehicles go over the highway bridge expansion device. <P>SOLUTION: A rubber main body portion 2 of a surface cover 1 is placed on a top surface of an expansion device 7; bolts 5a inserted to installing holes 2a of a main body portion 2 are protruded from a bottom surface of the main body portion 2 and screwed to nut portions formed in middle beams 8 of the highway bridge expansion device 7 and a surface cover 1 is fastened and fixed to a top surface of the expansion device 7 thereby reducing the noise caused by contacts or the like between tires of passing cars and many noise suppressing grooves 3 arranged at nonuniform pitches unparalleled to a width direction of girders 11 formed on the surface of the main body portion 2 and also improving the quality of the generated noise by scattering a dominant frequency of the noise. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、道路橋伸縮装置の表面カバーに関し、さらに詳しくは、既設の道路橋伸縮装置に取付けることができ、車両が道路橋伸縮装置の上を通過する際に発生する騒音を低減可能にした道路橋伸縮装置の表面カバーに関するものである。   The present invention relates to a surface cover of a road bridge expansion / contraction device, and more specifically, can be attached to an existing road bridge expansion / contraction device, and can reduce noise generated when a vehicle passes over the road bridge expansion / contraction device. The present invention relates to a surface cover of a road bridge expansion / contraction device.

道路橋の桁の継ぎ目には気温変化による桁の伸縮を吸収するために遊間部が設けられ、この遊間部を覆うように伸縮装置が設置されている。この伸縮装置の表面は金属またはゴムにより形成され、桁の伸縮に対応するために桁の幅方向と平行な溝(すき間)が設けられている。ところが、道路橋を走行する車両が伸縮装置の上を通過する際に、この溝とタイヤとが接触すること等により騒音が発生するという問題があった。特に、伸縮装置の表面が金属製の場合は、溝の内部で騒音源となる音波が共鳴し易く、大きな騒音が発生していた。   A gap between the bridges of the road bridge is provided with a gap portion to absorb the expansion and contraction of the beam due to temperature changes, and an extension device is installed to cover the gap portion. The surface of this expansion / contraction device is formed of metal or rubber, and a groove (gap) parallel to the width direction of the beam is provided in order to cope with the expansion and contraction of the beam. However, when a vehicle traveling on a road bridge passes over the telescopic device, there is a problem that noise is generated due to contact between the groove and the tire. In particular, when the surface of the expansion / contraction device is made of metal, a sound wave that becomes a noise source easily resonates inside the groove, and a large noise is generated.

このような、問題を解決するために、伸縮装置の表面をゴム製にして、このゴム表面に騒音を低減させるパターンで形成された凹溝を設けるようにする提案がされている(特許文献1参照)。新規に伸縮装置を桁に設置する場合には、この提案の伸縮装置を用いることができるが、既設の伸縮装置に対しては大掛かりな交換作業が必要となる。そのため、既設の伸縮装置については、騒音低減対策が十分に行われていないという問題があった。
特開2004−353176号公報
In order to solve such a problem, a proposal has been made that the surface of the expansion / contraction device is made of rubber, and a concave groove formed with a pattern for reducing noise is provided on the rubber surface (Patent Document 1). reference). When newly installing an expansion / contraction device on a girder, this proposed expansion / contraction device can be used, but a large-scale replacement work is required for the existing expansion / contraction device. For this reason, the existing extension device has a problem that noise reduction measures are not sufficiently taken.
JP 2004-353176 A

本発明の目的は、既設の道路橋伸縮装置に取付けることができ、車両が道路橋伸縮装置の上を通過する際に発生する騒音を低減可能にした道路橋伸縮装置の表面カバーを提供することにある。   An object of the present invention is to provide a surface cover of a road bridge expansion / contraction device that can be attached to an existing road bridge expansion / contraction device and can reduce noise generated when a vehicle passes over the road bridge expansion / contraction device. It is in.

上記目的を達成するため本発明の道路橋伸縮装置の表面カバーは、道路橋の桁の継ぎ目に設置する道路橋伸縮装置の上面に取付ける表面カバーであって、ゴムで形成された本体部に前記道路橋伸縮装置との固定手段を設け、該本体部の表面に前記桁の幅方向と非平行な複数の消音溝を形成したことを特徴とするものである。   In order to achieve the above object, the surface cover of the road bridge expansion and contraction device of the present invention is a surface cover attached to the upper surface of the road bridge expansion and contraction device installed at the seam of the bridge of the road bridge, and the main body formed of rubber A fixing means for the road bridge expansion and contraction device is provided, and a plurality of silencing grooves that are not parallel to the width direction of the girder are formed on the surface of the main body.

本発明の道路橋伸縮装置の表面カバーによれば、ゴムで形成された本体部に前記道路橋伸縮装置との固定手段を設けたので、既設の道路橋伸縮装置を交換することなく、その表面に取付けることができる。また、本体部のゴム表面に桁の幅方向と非平行な複数の消音溝を形成したので、通過する車両のタイヤとの接触等によって生じるエアポンピング音等の騒音を低減するとともに、発生する騒音の卓越周波数を分散して音質を改善し、騒音を低減することが可能になる。   According to the surface cover of the road bridge expansion / contraction device of the present invention, since the fixing means for the road bridge expansion / contraction device is provided in the main body portion formed of rubber, the surface thereof can be replaced without replacing the existing road bridge expansion / contraction device. Can be installed on. In addition, since a plurality of silencing grooves that are not parallel to the width direction of the girder are formed on the rubber surface of the main body, it reduces noise such as air pumping noise that occurs due to contact with the tires of the passing vehicle and the generated noise. It is possible to improve the sound quality by distributing the dominant frequency of the noise and reduce the noise.

以下、本発明の道路橋伸縮装置の表面カバーを図に示した実施形態に基づいて説明する。   Hereinafter, the surface cover of the road bridge expansion and contraction device of the present invention will be described based on the embodiments shown in the drawings.

図1、2に例示するように、本発明の道路橋伸縮装置の表面カバー1(以下、表面カバー1という)は、加硫ゴムにより板状に形成された本体部2に上下に貫通する複数の取付け穴2aを有している。取付け穴2aには、表面カバー1を後述する道路橋伸縮装置の上面に固定するためのボルト5aが挿通する。本体部2の厚さは、例えば30mm〜100mm程度であり、設置場所に適した厚さに設定される。本体部2を形成するゴム種としては、クロロプレンゴム(CR)、天然ゴム、ブタジエンゴム、エチレン−プロピレン−ジエンモノマー共重合ゴム等を例示することができる。   As illustrated in FIGS. 1 and 2, the surface cover 1 (hereinafter referred to as the surface cover 1) of the road bridge expansion and contraction device of the present invention has a plurality of vertically penetrating body portions 2 formed of vulcanized rubber in a plate shape. Mounting hole 2a. A bolt 5a for fixing the front cover 1 to the upper surface of a road bridge expansion / contraction device described later is inserted through the mounting hole 2a. The thickness of the main body 2 is, for example, about 30 mm to 100 mm, and is set to a thickness suitable for the installation location. Examples of rubber types that form the main body 2 include chloroprene rubber (CR), natural rubber, butadiene rubber, and ethylene-propylene-diene monomer copolymer rubber.

本体部2の表面には、斜めに横断する直線状の消音溝3が多数設けられている。これら消音溝3は、均等な間隔ではなく、溝の長手方向と直交する方向に不均等のピッチで配置されている。また、すべての消音溝3は、一定の同じ溝深さd1になっている。   On the surface of the main body 2, a large number of linear sound deadening grooves 3 that obliquely cross are provided. These silencing grooves 3 are not arranged at equal intervals, but are arranged at unequal pitches in a direction perpendicular to the longitudinal direction of the grooves. Moreover, all the silencing grooves 3 have a constant groove depth d1.

この表面カバー1を取付ける道路橋伸縮装置7(以下、伸縮装置7という)は、図3、4に例示するように、道路橋の桁11の幅方向(図3では上下方向)に延び、間隔をあけて並設された複数の金属製のミドルビーム8と、桁11の長手方向(図3では左右方向)に間隔をあけて並設され、この複数のミドルビーム8を載置して支える複数の金属製のサポートビーム9とを備えている。それぞれの桁11、11の対向する端部には、下部にアンカー10aを有するボックス部10、10が形成され、それぞれのサポートビーム9は、両端部の上下をゴム支承12、12により支持されてボックス部10、10に挿入された構造になっている。   The road bridge telescopic device 7 (hereinafter referred to as the telescopic device 7) for attaching the surface cover 1 extends in the width direction (vertical direction in FIG. 3) of the road bridge girder 11 as illustrated in FIGS. A plurality of middle beam 8 made of metal arranged side by side with a gap in the longitudinal direction of the girder 11 (left and right direction in FIG. 3), and the plurality of middle beams 8 are placed and supported. A plurality of metal support beams 9 are provided. Box portions 10 and 10 having anchors 10a at the lower portions are formed at opposite ends of the respective girders 11 and 11, and each support beam 9 is supported by rubber supports 12 and 12 at the upper and lower ends of both ends. The structure is inserted into the box portions 10 and 10.

それぞれのミドルビーム8は、それぞれのサポートビーム9にゴム支承12を介在させて挿通するブラケット13に固定されてサポートビーム9の上に配置されている。また、ミドルビーム8、8どうしの表面すき間には、止水ゴム14が設けられている。それぞれのゴム支承12とミドルビーム8、サポートビーム9との当接面には滑り材が設けられ、ミドルビーム8およびサポートビーム9は滑動可能になっている。   Each middle beam 8 is fixed on a bracket 13 inserted through each support beam 9 with a rubber support 12 interposed, and is disposed on the support beam 9. Further, a waterproof rubber 14 is provided between the surface gaps of the middle beams 8 and 8. Sliding materials are provided on the contact surfaces of the respective rubber supports 12, the middle beam 8, and the support beam 9, so that the middle beam 8 and the support beam 9 can slide.

この道路橋伸縮装置7は、桁11と桁11との間に配置した後に、両端のボックス部10、10を後打ちコンクリートにより固定して遊間部を塞ぐように設置されている。道路橋伸縮装置7に連続する表面には、舗装材16が敷設されている。   The road bridge expansion / contraction device 7 is installed between the girders 11 and 11, and then the box portions 10 and 10 at both ends are fixed with post-cast concrete so as to block the gap portion. A paving material 16 is laid on the surface continuous with the road bridge expansion and contraction device 7.

この伸縮装置7の上面に表面カバー1を取付けるには、図5、6に例示するように伸縮装置7のミドルビーム8の上面から下方に向かってネジ溝を形成してナット部5bを設け、伸縮装置7の上面に載置した表面カバー1の取付け穴2aを挿通したボルト5aをナット部5bに螺合させることにより締結固定する。   In order to attach the surface cover 1 to the upper surface of the expansion / contraction device 7, a screw groove is formed downward from the upper surface of the middle beam 8 of the expansion / contraction device 7 as shown in FIGS. The bolt 5a inserted through the mounting hole 2a of the front cover 1 placed on the upper surface of the expansion device 7 is screwed and fixed to the nut portion 5b.

伸縮装置7のミドルビーム8にネジ溝を有するアングル等を溶接してナット部5bを設け、このナット部5bにボルト5aを螺合させるようにしてもよい。締結固定の際には、適宜、ワッシャ等を介在させる。表面カバー1は、桁11の幅方向長さに合わせて、複数を連結するように取付ける。尚、1つの表面カバー1の長さを、取付ける桁11の幅方向長さにするように製造してもよい。   An angle or the like having a thread groove may be welded to the middle beam 8 of the telescopic device 7 to provide a nut portion 5b, and a bolt 5a may be screwed into the nut portion 5b. When fastening and fixing, a washer or the like is appropriately interposed. The front cover 1 is attached so as to connect a plurality thereof in accordance with the width direction length of the beam 11. In addition, you may manufacture so that the length of one surface cover 1 may be made into the width direction length of the girder 11 to attach.

表面カバー1を取付けると車両走行面に段差が生じるため、この段差をなくすために、表面カバー1両端部のそれぞれの桁11、11の後打ちコンクリート15および舗装材16の上に新たな舗装材16aを平らに敷設する。近年、舗装材16の厚さを増大する工事が多くなっているので、この工事の際に表面カバー1の取付けをすると、時間およびコストを最小限にして効率よく取付け作業を行なうことができる。   When the front cover 1 is attached, a step is generated on the vehicle running surface. Therefore, in order to eliminate this step, a new pavement material is provided on the post-cast concrete 15 and the pavement material 16 at both ends of the front cover 1. Lay 16a flat. In recent years, since the construction for increasing the thickness of the pavement material 16 has increased, if the surface cover 1 is attached at the time of this construction, the attachment work can be efficiently performed with a minimum of time and cost.

このように本発明では、既設の伸縮装置7を撤去、交換することなく、ボルト5aおよびナット部5bを用いて既設の伸縮装置7の上面に表面カバー1を設置することができる。   Thus, in this invention, the surface cover 1 can be installed on the upper surface of the existing expansion-contraction apparatus 7 using the volt | bolt 5a and the nut part 5b, without removing the existing expansion-contraction apparatus 7 and replacing | exchanging.

表面カバー1の本体部2の表面に形成された消音溝3は、桁11の幅方向と非平行になっているので、自動車が消音溝3の上を通過しても、左右のタイヤ18が同時に空洞共鳴音を発生させることがなく、また、消音溝3とタイヤ18との接触等によって生じるエアポンピング音等の騒音が消音溝3により反射相殺等することにより減衰して音圧レベルを小さくすることができる。   Since the silencing groove 3 formed on the surface of the main body 2 of the front cover 1 is not parallel to the width direction of the girder 11, the left and right tires 18 can be moved even if the automobile passes over the silencing groove 3. At the same time, no cavity resonance noise is generated, and noise such as an air pumping sound generated by contact between the silencing groove 3 and the tire 18 is attenuated by reflection cancellation by the silencing groove 3 to reduce the sound pressure level. can do.

この実施形態では、複数の消音溝3が溝の長手方向に直交する方向に不均等のピッチで配置されているので、発生する騒音の周波数を特定の周波数に集中させることなく、一層広く分散させることが可能になっている。   In this embodiment, since the plurality of muffler grooves 3 are arranged at unequal pitches in a direction orthogonal to the longitudinal direction of the grooves, the generated noise frequency is more widely dispersed without concentrating on a specific frequency. It is possible.

また、この表面カバーを設置することで、ミドルビーム8の表面(車両走行面)が加硫ゴムにより覆われるため、走行車両のスリップを防止することができ、伸縮装置7本体の磨耗劣化を抑制できる。   Moreover, since the surface (vehicle traveling surface) of the middle beam 8 is covered with vulcanized rubber by installing this surface cover, it is possible to prevent the traveling vehicle from slipping and to suppress wear deterioration of the expansion device 7 body. it can.

消音溝3は上記の実施形態に限定されるものではなく、騒音を低減する消音効果を有する種々の仕様(形状、溝幅、溝深さ等)、配置、配置数にすることができる。   The silencing grooves 3 are not limited to the above-described embodiment, and can have various specifications (shape, groove width, groove depth, etc.), arrangement, and number of arrangements that have a silencing effect for reducing noise.

例えば、図7、8に示す別の実施形態の表面カバー1のように、消音溝3a、3bをジグザク形状に形成することもできる。消音溝3a、3bの平面方向の形状は、消音効果を有するように桁11の幅方向に非平行であればよく、湾曲形状等の種々形状にすることができる。また、複数の消音溝3a、3bを連続させ、交差させ、或いは途中で分岐させる形状でもよい。   For example, like the surface cover 1 of another embodiment shown in FIGS. 7 and 8, the sound deadening grooves 3a and 3b can be formed in a zigzag shape. The shape of the silencing grooves 3a and 3b in the planar direction may be non-parallel to the width direction of the beam 11 so as to have a silencing effect, and can be various shapes such as a curved shape. Moreover, the shape which makes the some silencer groove | channel 3a, 3b continue, cross | intersects, or branches in the middle may be sufficient.

この実施形態では、消音溝3a、3bの溝深さをそれぞれd2、d3として、溝深さの異なる2種類の消音溝3a、3bが形成されている。溝深さd2、d3の違いにより騒音に対する減衰効果や減衰する周波数が異なり消音特性が変わるので、このように、溝深さが異なる2種類以上の消音溝3a、3bを設けることにより、様々な周波数の騒音を低減させることが可能になる。低減したい騒音に合わせて溝深さd2、d3を設定することが好ましい。溝深さd2、d3を非一定とした場合は排水性が低下する場合があるが、止水性は伸縮装置7に委ね、消音溝3a、3bに穴を設けて伸縮装置7本体に流すこともできる。   In this embodiment, the two silencing grooves 3a and 3b having different groove depths are formed with the groove depths of the silencing grooves 3a and 3b being d2 and d3, respectively. Since the noise attenuation effect and the frequency of attenuation are different depending on the difference in the groove depths d2 and d3, and the sound deadening characteristics are changed. Frequency noise can be reduced. It is preferable to set the groove depths d2 and d3 according to the noise to be reduced. If the groove depths d2 and d3 are non-constant, drainage performance may be reduced. it can.

この表面カバー1の本体部2には複数のナット5bが埋設され、本体部2の下面にはナット5bに通じる連通孔が形成されている。この表面カバー1を既設の伸縮装置7に取付ける場合は、伸縮装置7の上に表面カバー1を載置し、伸縮装置7のミドルビーム8に設けた上下に貫通する貫通孔、或いは貫通孔を有するアングル等をミドルビーム8に溶接し、この貫通孔および本体部2の連通孔にボルト5aを挿通させてナット5bに螺合することにより表面カバー1を締結固定する。   A plurality of nuts 5 b are embedded in the main body portion 2 of the front cover 1, and communication holes communicating with the nuts 5 b are formed on the lower surface of the main body portion 2. When this surface cover 1 is attached to the existing expansion / contraction device 7, the surface cover 1 is placed on the expansion / contraction device 7, and a through hole or a through hole provided in the middle beam 8 of the expansion / contraction device 7 is provided through the top and bottom. The surface cover 1 is fastened and fixed by welding an angle or the like to the middle beam 8 and inserting a bolt 5a through the through hole and the communication hole of the main body 2 and screwing it into the nut 5b.

図9、10に別の実施形態を例示する。この表面カバー1は、本体部2を斜めに横断する直線状の消音溝3aと、この消音溝3aに交差する屈曲している消音溝3bとを有するとともに、桁11の幅方向と平行な伸縮溝4を有している。本体部2の下面には自然加硫ゴム層6が積層されている。また、本体部2には上下に貫通する複数の取付け穴2aが設けられ、取付け穴2aを挿通するボルト5aとボルト5aが螺合するナット5bが備わっている。   9 and 10 illustrate another embodiment. The front cover 1 has a linear silencing groove 3 a that obliquely crosses the main body 2 and a bent silencing groove 3 b that intersects the silencing groove 3 a, and expansion and contraction parallel to the width direction of the beam 11. A groove 4 is provided. A natural vulcanized rubber layer 6 is laminated on the lower surface of the main body 2. The main body 2 is provided with a plurality of mounting holes 2a penetrating vertically, and is provided with bolts 5a that pass through the mounting holes 2a and nuts 5b into which the bolts 5a are screwed.

この2種類の消音溝3a、3bは、それぞれの溝深さを溝の長手方向で変化させるように形成され、個々の消音溝3a、3bの1本のなかで消音特性を変化させるようにしている。この溝深さの変化は図10に例示するように、消音溝3aの長手方向一方の端部から他方の端部に向かって溝深さをd4からd5に一様に変化するように形成してもよく、途中で変化の割合を変化させるようにしてもよい。また、このような溝深さの変化を、消音溝3a、3bのすべてに対して適用してもよく、一部に対して適用するようにしてもよい。   These two types of silencing grooves 3a and 3b are formed so that the respective groove depths are changed in the longitudinal direction of the grooves, and the silencing characteristics are changed in one of the individual silencing grooves 3a and 3b. Yes. As shown in FIG. 10, the groove depth is changed so that the groove depth is uniformly changed from d4 to d5 from one end to the other end in the longitudinal direction of the silencing groove 3a. Alternatively, the rate of change may be changed along the way. Further, such a change in the groove depth may be applied to all of the silencing grooves 3a and 3b, or may be applied to a part thereof.

また、この表面カバー1には桁11の幅方向と平行な伸縮溝4が設けられているので、表面カバー1が伸縮装置7の伸縮変化に対応し易くなり、本体部2に生じる応力を低減させることができる。   Further, since the surface cover 1 is provided with the expansion / contraction groove 4 parallel to the width direction of the girder 11, the surface cover 1 can easily cope with the expansion / contraction change of the expansion / contraction device 7, and the stress generated in the main body 2 is reduced. Can be made.

この表面カバー1は、既設の伸縮装置7との固定手段として、ボルト(ボルト部)5aおよびナット(ナット部)5bに加えて、本体部2の下面に自然加硫ゴム層6を備えている。このように自然加硫ゴム層6を設けることにより、伸縮装置7の様々な表面形状に対応して表面カバー1の固定が行なえるようになる。   The surface cover 1 includes a natural vulcanized rubber layer 6 on the lower surface of the main body 2 in addition to bolts (bolts) 5a and nuts (nuts) 5b as fixing means for the existing expansion / contraction device 7. . By providing the natural vulcanized rubber layer 6 in this way, the surface cover 1 can be fixed in accordance with various surface shapes of the expansion device 7.

尚、本発明の表面カバー1は、表面が金属製の伸縮装置7だけでなく、表面がゴム製の伸縮装置7に対しても取付けることができ、表面がゴム製の伸縮装置7に取付ける場合は、このように自然加硫ゴム層6とボルト5aおよびナット5bとを併用して固定することが好ましい。   The surface cover 1 of the present invention can be attached not only to a metal expansion / contraction device 7 but also to a rubber expansion / contraction device 7. The surface cover 1 can be attached to a rubber expansion / contraction device 7. Thus, it is preferable to fix the natural vulcanized rubber layer 6 together with the bolt 5a and the nut 5b.

本発明の道路橋伸縮装置の表面カバーを例示する平面図である。It is a top view which illustrates the surface cover of the road bridge expansion-contraction apparatus of this invention. 図1の透視側面図である。It is a see-through | perspective side view of FIG. 既設の道路橋伸縮装置を例示する平面図である。It is a top view which illustrates the existing road bridge expansion-contraction apparatus. 図3の透視側面図である。FIG. 4 is a perspective side view of FIG. 3. 図1の道路橋伸縮装置の表面カバーの使用例を示す平面図である。It is a top view which shows the usage example of the surface cover of the road bridge expansion-contraction apparatus of FIG. 図5の透視側面図である。FIG. 6 is a perspective side view of FIG. 5. 本発明の別の道路橋伸縮装置の表面カバーを例示する平面図である。It is a top view which illustrates the surface cover of another road bridge expansion-contraction apparatus of this invention. 図7の透視側面図である。FIG. 8 is a perspective side view of FIG. 7. 本発明のさらに別の道路橋伸縮装置の表面カバーを例示する平面図である。It is a top view which illustrates the surface cover of another road bridge expansion-contraction apparatus of this invention. 図9の透視側面図である。FIG. 10 is a perspective side view of FIG. 9.

符号の説明Explanation of symbols

1 道路橋伸縮装置の表面カバー
2 本体部 2a 取付け穴
3、3a、3b 消音溝
4 伸縮溝
5a ボルト(ボルト部) 5b ナット(ナット部)
6 自然加硫ゴム層
7 道路橋伸縮装置
8 ミドルビーム
9 サポートビーム
10 ボックス部 10a アンカー
11 桁
12 ゴム支承
13 ブラケット
14 止水ゴム
15 後打ちコンクリート
16、16a 舗装材
17 遊間部
18 タイヤ
DESCRIPTION OF SYMBOLS 1 Surface cover of road bridge expansion-contraction apparatus 2 Main-body part 2a Mounting hole 3, 3a, 3b Mute groove 4 Expansion / contraction groove 5a Bolt (bolt part) 5b Nut (nut part)
6 Natural vulcanized rubber layer 7 Road bridge expansion and contraction device 8 Middle beam 9 Support beam 10 Box part 10a Anchor 11 Girder 12 Rubber bearing 13 Bracket 14 Water stop rubber 15 Post-cast concrete 16, 16a Pavement material 17 Spacing part 18 Tire

Claims (7)

道路橋の桁の継ぎ目に設置する道路橋伸縮装置の上面に取付ける表面カバーであって、ゴムで形成された本体部に前記道路橋伸縮装置との固定手段を設け、該本体部の表面に前記桁の幅方向と非平行な複数の消音溝を形成した道路橋伸縮装置の表面カバー。   A surface cover to be attached to an upper surface of a road bridge expansion / contraction device installed at a joint of a road bridge girder, provided with a fixing means for the road bridge expansion / contraction device in a main body portion formed of rubber, and the surface of the main body portion A surface cover for a road bridge expansion / contraction device that has a plurality of silencing grooves that are not parallel to the width direction of the girder. 前記複数の消音溝を、不均等のピッチで配置する請求項1に記載の道路橋伸縮装置の表面カバー。   The surface cover of the road bridge expansion and contraction device according to claim 1, wherein the plurality of silencing grooves are arranged at an uneven pitch. 前記複数の消音溝を、溝深さの異なる少なくとも2種類の消音溝にした請求項1または2に記載の道路橋伸縮装置の表面カバー。   The surface cover of the road bridge expansion and contraction device according to claim 1 or 2, wherein the plurality of silencing grooves are at least two kinds of silencing grooves having different groove depths. 前記複数の消音溝のすべてまたは一部の消音溝について、溝深さを溝の長手方向で変化させた請求項1〜3のいずれかに記載の道路橋伸縮装置の表面カバー。   The surface cover of the road bridge expansion and contraction device according to any one of claims 1 to 3, wherein the groove depth is changed in the longitudinal direction of all or some of the plurality of silencing grooves. 前記固定手段を、ボルト部および該ボルト部が螺合するナット部により構成した請求項1〜4のいずれかに記載の道路橋伸縮装置の表面カバー。   The surface cover of the road bridge expansion and contraction device according to any one of claims 1 to 4, wherein the fixing means includes a bolt portion and a nut portion into which the bolt portion is screwed. 前記固定手段を、前記本体部の下面に設けた自然加硫ゴム層により構成した請求項1〜5のいずれかに記載の道路橋伸縮装置の表面カバー。   The surface cover of the road bridge expansion and contraction device according to any one of claims 1 to 5, wherein the fixing means is constituted by a natural vulcanized rubber layer provided on the lower surface of the main body. 前記道路橋伸縮装置の表面が金属製である請求項1〜6のいずれかに記載の道路橋伸縮装置の表面カバー。   The surface cover of the road bridge expansion / contraction apparatus according to any one of claims 1 to 6, wherein a surface of the road bridge expansion / contraction apparatus is made of metal.
JP2006166967A 2006-06-16 2006-06-16 How to install the surface cover of the road bridge telescopic device Expired - Fee Related JP4946192B2 (en)

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Publication number Priority date Publication date Assignee Title
JP2009180012A (en) * 2008-01-31 2009-08-13 Nitta Ind Corp Simple steel vertical type expansion device for bridge
JP2011080237A (en) * 2009-10-06 2011-04-21 Yokohama Rubber Co Ltd:The Expansion apparatus of road bridge
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* Cited by examiner, † Cited by third party
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JP2009180012A (en) * 2008-01-31 2009-08-13 Nitta Ind Corp Simple steel vertical type expansion device for bridge
JP2011080237A (en) * 2009-10-06 2011-04-21 Yokohama Rubber Co Ltd:The Expansion apparatus of road bridge
CN108086146A (en) * 2018-01-23 2018-05-29 江苏平山交通设施有限公司 A kind of noise reducing type expansion joint

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