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JP6984238B2 - Stuffed structure for road bridge expansion and contraction device - Google Patents
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JP6984238B2 - Stuffed structure for road bridge expansion and contraction device - Google Patents

Stuffed structure for road bridge expansion and contraction device Download PDF

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JP6984238B2
JP6984238B2 JP2017164028A JP2017164028A JP6984238B2 JP 6984238 B2 JP6984238 B2 JP 6984238B2 JP 2017164028 A JP2017164028 A JP 2017164028A JP 2017164028 A JP2017164028 A JP 2017164028A JP 6984238 B2 JP6984238 B2 JP 6984238B2
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tip
road bridge
pair
bridge expansion
contraction device
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JP2019039272A (en
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大輔 築地
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Yokohama Rubber Co Ltd
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Description

本発明は道路橋伸縮装置用間詰め構造に関する。 The present invention relates to a packing structure for a road bridge expansion / contraction device.

道路橋は、道路橋を構成する要素として、例えば、橋軸方向の両端に配置された橋台と、橋台の間に橋軸方向に並べられた1つ以上の床版とを含んで構成されている。
橋台と床版との継ぎ目部、および、床版同士の継ぎ目部は、季節の温度差による床版の伸縮を吸収する道路橋伸縮装置を含んで構成されている。
道路橋伸縮装置は、一般に、道路橋を構成する要素の互いに対向する端部、すなわち、互いに対向する橋台の端部と床版の端部、あるいは、互いに対向する床版の端部にそれぞれ取着され橋軸方向と直交する方向に延在する隙間を形成する一対の継手部材と、それら継手部材の下方に配置され橋軸方向に伸縮可能な止水部材とを備えている(特許文献1)。
このような道路橋伸縮装置では、一対の継手部材の間に橋軸方向と直交する方向に延在する凹凸状の隙間が形成されるため、隙間の大きさによっては二輪車の車輪がはまり込み、二輪車の円滑な走行を図る上で不利となる。
そこで、間詰め部材により隙間の一部を塞ぐようにした道路橋伸縮装置用間詰め構造が提案されている(特許文献2)。
A road bridge is composed of, for example, a bridge pedestal arranged at both ends in the bridge axis direction and one or more decks arranged in the bridge axis direction between the bridge slabs as elements constituting the road bridge. There is.
The seam between the abutment and the deck and the seam between the decks are configured to include a road bridge telescopic device that absorbs the expansion and contraction of the deck due to the temperature difference in the season.
Road bridge telescopic devices are generally taken at the opposite ends of the elements that make up the road bridge, that is, at the ends of the abutment and the deck facing each other, or at the ends of the deck facing each other. It is provided with a pair of joint members that are worn and form a gap extending in a direction orthogonal to the bridge axis direction, and a water stop member that is arranged below the joint members and can expand and contract in the bridge axis direction (Patent Document 1). ).
In such a road bridge expansion / contraction device, an uneven gap extending in a direction orthogonal to the bridge axis direction is formed between a pair of joint members, so that the wheels of a two-wheeled vehicle may get stuck depending on the size of the gap. It is disadvantageous for smooth running of two-wheeled vehicles.
Therefore, there has been proposed a filling structure for a road bridge expansion / contraction device in which a part of the gap is closed by a filling member (Patent Document 2).

特開2008−57246号公報Japanese Unexamined Patent Publication No. 2008-57246 特開2015−71874号公報Japanese Unexamined Patent Publication No. 2015-71874

しかしながら、従来の道路橋伸縮装置用間詰め構造では、間詰め部材が上下に軸心を有する筒状を呈しているため、二輪車の走行時にキーや小銭入れなどの小物類を落とした場合に、それら小物類は凹凸状の隙間に入り込み、取り出しにくい不具合があった。
本発明はこのような事情に鑑みてなされたものであり、本発明の目的は、二輪車の円滑な走行を図ると共に、小物類を落とした場合でも、小物類の凹凸状の隙間に入り込むことを防止する上で有利な道路橋伸縮装置用間詰め構造を提供することにある。
However, in the conventional filling structure for road bridge expansion / contraction devices, the filling member has a cylindrical shape with vertical axes, so when a small item such as a key or coin purse is dropped while the motorcycle is running, There was a problem that these small items entered the uneven gaps and were difficult to remove.
The present invention has been made in view of such circumstances, and an object of the present invention is to ensure smooth running of a two-wheeled vehicle and to allow small items to enter into uneven gaps of small items even if they are dropped. It is an object of the present invention to provide a padding structure for a road bridge telescopic device which is advantageous in preventing it.

上記目的を達成するために、本発明は、互いに対向する一対の表面板を有して道路橋を構成する要素の互いに対向する端部と共に前記道路橋の継ぎ目部を構成し、前記一対の表面板は、橋軸方向と交差する方向に交互に並べられたV字状凸部とV字状凹部とを備え、前記一対の表面板の先端面は、前記V字状凸部の先端に位置する先部先端面と、前記V字状凸部の側部に位置し、また、前記V字状凹部の側部に位置する側部先端面と、前記V字状凹部の底端に位置する底部先端面とを有し、前記一対の表面板の先端面間に橋軸方向と交差する方向に延在する凹凸状の隙間が形成され、前記凹凸状の隙間の一部を塞ぐように前記凹凸状の隙間に沿って延在する間詰め部材が配置される道路橋伸縮装置用間詰め構造であって、前記間詰め部材は弾性材料から形成されて網目状を呈し、前記間詰め部材は、前記隙間内で橋軸方向の両端に位置する部分が前記一対の表面板の前記先部先端面、前記側部先端面及び前記底部先端面に取着されていることを特徴とする。
また、本発明は、前記道路橋伸縮装置用間詰め構造は、橋軸方向に伸縮可能で前記表面板の下方で前記互いに対向する端部間を接続する止水部材をさらに備え、前記止水部材は前記表面板の先端面に取着されこの先端面を覆う被覆部を有し、前記間詰め部材は、前記被覆部と一体に形成され、前記間詰め部材は、前記被覆部を介在させた状態で前記一対の表面板の前記先部先端面、前記側部先端面及び前記底部先端面に取着されていることを特徴とする。
また、本発明は、前記止水部材は、前記V字状凹部を構成する前記先端面に取着された前記間詰め部材の箇所を下方から支持する支持部を有していることを特徴とする。
また、本発明は、前記間詰め部材は、細長の部材が網目状に成形されることで構成され、前記細長の部材をその長手方向と直交する平面で切断した断面は、幅よりも高さが大きいことを特徴とする。
また、本発明は、前記間詰め部材は、前記表面板の上面よりも低い箇所に位置していることを特徴とする。
In order to achieve the above object, the present invention comprises a pair of surface plates facing each other to form a seam of the road bridge together with opposing ends of elements constituting the road bridge, and the pair of tables. The face plate includes V-shaped convex portions and V-shaped concave portions alternately arranged in a direction intersecting the bridge axis direction, and the tip surface of the pair of surface plates is located at the tip of the V-shaped convex portion. It is located on the tip surface of the tip portion and the side portion of the V-shaped convex portion, and is located on the side portion tip surface located on the side portion of the V-shaped concave portion and the bottom end of the V-shaped concave portion. It has a bottom tip surface, and an uneven gap extending in a direction intersecting the bridge axis direction is formed between the tip surfaces of the pair of surface plates, and the uneven gap is closed so as to close a part of the uneven gap. It is a filling structure for a road bridge expansion / contraction device in which a filling member extending along an uneven gap is arranged. The filling member is formed of an elastic material and has a mesh shape, and the filling member is characterized in that the portion positioned at both ends of the bridge axis direction within the gap the tip portion distal end face of the pair of surface plates, is attached to the front SL side distal end surface and said bottom tip surface.
Further, in the present invention, the filling structure for the road bridge expansion / contraction device further includes a water stop member that can be expanded / contracted in the direction of the bridge axis and connects between the end portions facing each other below the surface plate, and the water stop. The member has a covering portion that is attached to the tip end surface of the surface plate and covers the tip end surface, the stuffing member is formed integrally with the covering portion, and the stuffing member intervenes in the covering portion. It is characterized in that it is attached to the tip end surface, the side tip surface, and the bottom tip surface of the pair of surface plates in a state of being made to stand.
Further, the present invention is characterized in that the water blocking member has a support portion that supports the portion of the filling member attached to the tip surface constituting the V-shaped recess from below. do.
Further, in the present invention, the padding member is configured by forming an elongated member into a mesh shape, and a cross section obtained by cutting the elongated member in a plane orthogonal to the longitudinal direction thereof is higher than the width. Is characterized by being large.
Further, the present invention is characterized in that the padding member is located at a position lower than the upper surface of the surface plate.

発明によれば、間詰め部材が凹凸状の隙間の一部を塞ぐことで、二輪車が一対の継手部材上を円滑に走行する上で有利となる。
また、二輪車の走行時にキーや小銭入れなどの小物類を落とした場合に、それら小物類は網目状の間詰め部材の上に留まり、したがって、凹凸状の隙間に入り込んで取り出しにくいという不具合を解消できる。
また、季節の変化により凹凸状の隙間の橋軸方向の寸法が変化した場合、間詰め部材は網目状を呈しているため、その構造上橋軸方向に伸縮し易く、間詰め部材の耐久性を高める上で有利となる。
また、本発明によれば、道路橋伸縮装置用間詰め構造のコストダウンを図る上で有利となる。
また、本発明によれば、間詰め部材の取り付け強度が確保される。
また、本発明によれば、二輪車の円滑な走行を確保する上で有利となる。
また、本発明によれば、車両走行に伴う摩耗を阻止する上で有利となる。
According to the present invention, the filling member closes a part of the uneven gap, which is advantageous for the two-wheeled vehicle to smoothly run on the pair of joint members.
In addition, when a small item such as a key or coin purse is dropped while the motorcycle is running, the small item stays on the mesh-like padding member, and therefore, it gets into the uneven gap and is difficult to take out. can.
In addition, when the dimensions of the uneven gap in the bridge axis direction change due to seasonal changes, the padding member has a mesh shape, so it is easy to expand and contract in the bridge axis direction due to its structure, and the durability of the padding member is durable. It is advantageous in increasing.
Further, according to the present invention, it is advantageous in reducing the cost of the padding structure for the road bridge expansion / contraction device.
Further, according to the present invention, the mounting strength of the padding member is ensured.
Further, according to the present invention, it is advantageous in ensuring the smooth running of the two-wheeled vehicle.
Further, according to the present invention, it is advantageous in preventing wear due to vehicle traveling.

実施の形態の道路橋伸縮装置用間詰め構造が適用された道路橋伸縮装置の平面図である。It is a top view of the road bridge expansion / contraction device to which the packing structure for the road bridge expansion / contraction device of the embodiment is applied. 図1のA−A線断面図である。FIG. 3 is a cross-sectional view taken along the line AA of FIG. 実施の形態の道路橋伸縮装置用間詰め構造が適用された道路橋伸縮装置の分解斜視図である。It is an exploded perspective view of the road bridge expansion / contraction device to which the packing structure for the road bridge expansion / contraction device of the embodiment is applied. 間詰め部材、表面板、止水部材の構成を示す拡大断面図である。。It is an enlarged sectional view which shows the structure of the stuffing member, the surface plate, and a water stop member. .. 図4のB矢視図である。It is a B arrow view of FIG. 図5のC−C線断面図である。FIG. 5 is a cross-sectional view taken along the line CC of FIG.

次に本発明の実施の形態について図面を参照して説明する。
図2に示すように、道路橋は、橋脚によって支持された多数の床版2が橋軸方向に並べられて構成され、それら床版2の継ぎ目部4は、互いに対向する床版2の端部と道路橋伸縮装置10とを含んで構成されている。
図1、図2に示すように、道路橋伸縮装置10は、一対の継手部材14と止水部材16と間詰め部材32とを備えている。
Next, an embodiment of the present invention will be described with reference to the drawings.
As shown in FIG. 2, a road bridge is configured by arranging a large number of decks 2 supported by bridge pedestals in the direction of the bridge axis, and the seams 4 of the decks 2 are the ends of the decks 2 facing each other. It is configured to include a section and a road bridge expansion / contraction device 10.
As shown in FIGS. 1 and 2, the road bridge expansion / contraction device 10 includes a pair of joint members 14, a water blocking member 16, and a filling member 32.

図2に示すように、一対の継手部材14は、対向する床版2の端部にそれぞれ取着され、橋軸方向における床版2の伸縮に応じ床版2と一体に橋軸方向に移動する。
継手部材14は、表面板20と、側板22と、アンカー部材24とを備え、表面板20と側板22は鋼材により一体的に形成されている。
一対の継手部材14の表面板20は、互いに対向する床版2の端部間において、凹凸状の先端面2006が隙間Sを空けた状態で噛合するように配置されている。
As shown in FIG. 2, the pair of joint members 14 are attached to the end portions of the opposing decks 2, and move in the bridge axis direction integrally with the deck 2 according to the expansion and contraction of the deck 2 in the bridge axis direction. do.
The joint member 14 includes a surface plate 20, a side plate 22, and an anchor member 24, and the surface plate 20 and the side plate 22 are integrally formed of a steel material.
The surface plates 20 of the pair of joint members 14 are arranged so that the uneven tip surfaces 2006 mesh with each other with a gap S between the ends of the floor slabs 2 facing each other.

図2に示すように、表面板20は、橋軸方向と直交する方向に延在し、床版2の上面に形成された橋面舗装3の上面(道路橋の上面)と同一面をなす上面2002と、上面2002と反対に位置する下面2004と、凹凸状の先端面2006とを有している。
より詳細に説明すると、図1に示すように、表面板20は橋軸と直交する方向に延在する基板部26と、基板部26が互いに対向する箇所に橋軸と直交する方向に交互に並べられたV字状凸部28とV字状凹部30とを備えている。
したがって、凹凸状の先端面2006は、V字状凸部28の先端に位置する先部先端面2006Aと、V字状凸部28の側部に位置し、また、V字状凹部30の側部に位置する側部先端面2006Bと、V字状凹部30の底端に位置する底部先端面2006Cとを有している。
図1に示すように、一方の継手部材14の表面板20のV字状凸部28とV字状凹部30は、他方の継手部材14の表面板20のV字状凹部30とV字状凸部28に隙間Sをあけた状態で噛合するように設けられ、隙間Sの橋軸方向の寸法は床版2の橋軸方向の伸縮に応じて増減する。
As shown in FIG. 2, the surface plate 20 extends in a direction orthogonal to the bridge axis direction and forms the same surface as the upper surface (upper surface of the road bridge) of the bridge surface pavement 3 formed on the upper surface of the deck 2. It has an upper surface 2002, a lower surface 2004 located opposite to the upper surface 2002, and an uneven tip surface 2006.
More specifically, as shown in FIG. 1, the surface plate 20 alternately has a substrate portion 26 extending in a direction orthogonal to the bridge axis and a portion where the substrate portions 26 face each other in a direction orthogonal to the bridge axis. It includes an arranged V-shaped convex portion 28 and a V-shaped concave portion 30.
Therefore, the uneven tip surface 2006 is located on the side of the tip end surface 2006A located at the tip of the V-shaped convex portion 28 and the side portion of the V-shaped convex portion 28, and is also on the side of the V-shaped concave portion 30. It has a side tip surface 2006B located at the portion and a bottom tip surface 2006C located at the bottom end of the V-shaped recess 30.
As shown in FIG. 1, the V-shaped convex portion 28 and the V-shaped concave portion 30 of the surface plate 20 of one joint member 14 are the V-shaped concave portion 30 and the V-shaped concave portion 30 of the surface plate 20 of the other joint member 14. The convex portion 28 is provided so as to mesh with a gap S, and the dimension of the gap S in the bridge axis direction increases or decreases according to the expansion and contraction of the deck 2 in the bridge axis direction.

図2に示すように、側板22は表面板20の先端面2006と反対の基端から下方に屈曲され、側板22は、表面板20の長さ方向の全長にわたって延在し、側板22の下端は床版2の端部の凹部2Aの底面に載置されている。
側板22は、隙間S側に位置する内面2202と、反対側に位置する外面2204とを有し、外面2204にはアンカー部材24が突設されている。
外面2204と凹部2Aとの間に後打ちコンクリート13が打設され、継手部材14はアンカー部材24、後打ちコンクリート13を介して床版2の端部に固定されている。
As shown in FIG. 2, the side plate 22 is bent downward from the base end opposite to the tip surface 2006 of the surface plate 20, the side plate 22 extends over the entire length of the surface plate 20 in the length direction, and the lower end of the side plate 22. Is placed on the bottom surface of the recess 2A at the end of the deck 2.
The side plate 22 has an inner surface 2202 located on the gap S side and an outer surface 2204 located on the opposite side, and an anchor member 24 is provided on the outer surface 2204.
Post-casting concrete 13 is placed between the outer surface 2204 and the recess 2A, and the joint member 14 is fixed to the end of the deck 2 via the anchor member 24 and the post-casting concrete 13.

止水部材16は、降雨時などに隙間Sから侵入する雨水の下方への流下を防止するものであり、図3に示すように、止水部材16は、橋軸方向に沿った幅を有している。
止水部材16は、継手部材14の下方に配置され橋軸方向と直交する方向に延在し、橋軸方向に弾性変形可能であり、従来公知の弾性材料で構成されている。このような弾性材料としてCRゴム(クロロプレンゴム)など従来公知の様々なゴムが使用可能である。
図2に示すように、止水部材16は、一対の基部1602と、蛇腹部1604とを含んで構成されている。
なお、図3においては、止水部材16の明瞭化を図るため、間詰め部材32の図示を省略している。
The water stop member 16 prevents rainwater from flowing downward from the gap S when it rains, and as shown in FIG. 3, the water stop member 16 has a width along the bridge axis direction. is doing.
The water blocking member 16 is arranged below the joint member 14, extends in a direction orthogonal to the bridge axis direction, is elastically deformable in the bridge axis direction, and is made of a conventionally known elastic material. As such an elastic material, various conventionally known rubbers such as CR rubber (chloroprene rubber) can be used.
As shown in FIG. 2, the water blocking member 16 includes a pair of base portions 1602 and a bellows portion 1604.
In addition, in FIG. 3, in order to clarify the water blocking member 16, the filling member 32 is not shown.

一対の基部1602は、止水部材16の幅方向の両端に位置し、一対の基部1602の外側面は、対応する側板22の内面2202にそれぞれ加硫接着により取着されている。
図3に示すように、一対の基部1602の上部には、表面板20の基板部26、V字状凸部28、V字状凹部30に対応した基板部1602A、V字状凸部1602B、V字状凹部1602Cが設けられ、V字状凹部1602Cは、隣り合う2つのV字状凸部1602Bの側部と、それらの間に位置する基板部1602Aの端部とで構成されている。
それら基部1602の基板部1602Aの上面、V字状凸部1602Bの上面は、表面板20の基板部26の下面、V字状凸部28の下面に加硫接着により取着されている。
橋軸方向の基板部1602Aの幅は、表面板20の基板部26の幅よりも大きい寸法で形成され、V字状凹部1602C側の基板部1602Aの部分の上面が表面板20のV字状凹部30の底部に突出している。
図3に示すように、さらに、基部1602の基板部1602Aの上面およびV字状凸部1602Bの上面から、表面板20の凹凸状の先端面2006を覆う被覆部1610が立設されている。
被覆部1610は、先部先端面2006Aを覆う先部被覆部1610Aと、側部先端面2006Bを覆う側部被覆部1610Bと、底部先端面2006Cを覆う底部被覆部1610Cとを有している。
それら被覆部は、先部先端面2006A、側部先端面2006B、底部先端面2006Cに加硫接着により取着されている。
なお、基板部26からV字状凸部28にわたりアンカー部材24のフランジ2402(図2参照)が挿入される溝部1620が形成されている。
図2に示すように、蛇腹部1604は、一対の基部1602を連結している。
蛇腹部1604は、凹凸状の隙間Sの橋軸方向の寸法の変化を吸収するものであり、本実施の形態では、下方に凸状に形成されているが、下方に突出する凸部と、上方に突出する凸部とが交互に形成されるなどその構造は任意である。
The pair of bases 1602 are located at both ends of the water blocking member 16 in the width direction, and the outer surfaces of the pair of bases 1602 are attached to the inner surfaces 2202 of the corresponding side plates 22 by vulcanization adhesion.
As shown in FIG. 3, above the pair of bases 1602, the substrate portion 26 of the surface plate 20, the V-shaped convex portion 28, the substrate portion 1602A corresponding to the V-shaped concave portion 30, and the V-shaped convex portion 1602B. A V-shaped recess 1602C is provided, and the V-shaped recess 1602C is composed of two adjacent V-shaped convex portions 1602B side portions and an end portion of a substrate portion 1602A located between them.
The upper surface of the substrate portion 1602A of the base portion 1602 and the upper surface of the V-shaped convex portion 1602B are attached to the lower surface of the substrate portion 26 of the surface plate 20 and the lower surface of the V-shaped convex portion 28 by vulcanization adhesion.
The width of the substrate portion 1602A in the bridge axis direction is formed to be larger than the width of the substrate portion 26 of the surface plate 20, and the upper surface of the substrate portion 1602A on the V-shaped recess 1602C side is V-shaped of the surface plate 20. It protrudes to the bottom of the recess 30.
As shown in FIG. 3, a covering portion 1610 covering the uneven tip surface 2006 of the surface plate 20 is further erected from the upper surface of the substrate portion 1602A of the base portion 1602 and the upper surface of the V-shaped convex portion 1602B.
The covering portion 1610 has a tip covering portion 1610A that covers the tip tip surface 2006A, a side covering portion 1610B that covers the side tip surface 2006B, and a bottom covering portion 1610C that covers the bottom tip surface 2006C.
These covering portions are attached to the front end surface 2006A, the side front end surface 2006B, and the bottom front end surface 2006C by vulcanization adhesion.
A groove portion 1620 into which the flange 2402 (see FIG. 2) of the anchor member 24 is inserted is formed from the substrate portion 26 to the V-shaped convex portion 28.
As shown in FIG. 2, the bellows portion 1604 connects a pair of base portions 1602.
The bellows portion 1604 absorbs a change in the dimensions of the concave-convex gap S in the bridge axis direction. The structure is arbitrary, such as the formation of convex portions protruding upward alternately.

間詰め部材32は、凹凸状の隙間Sに配置され凹凸状の隙間Sの一部を塞ぎ、二輪車の円滑な走行を図るものである。
間詰め部材32は網目状を呈し、間詰め部材32の橋軸方向の両端は、被覆部1610に接続され、本実施の形態では、間詰め部材32と止水部材16とは一体に成形され、コストダウンが図られている。
間詰め部材32は、二輪車の荷重がかかった際に大きな変形が生じない従来公知の弾性材料が用いられ、止水部材16と同様にCRゴム(クロロプレンゴム)など従来公知の様々なゴムが使用可能である。
本実施の形態では、図4、図5に示すように、細長の部材34が網目状に成形されることで間詰め部材32が構成され、細長の部材34をその長手方向と直交する平面で切断した断面は、二輪車の荷重がかかった際に大きな変形が生じない大きさで形成され、詳細には、図6に示すように、所定の幅Wと、幅Wよりも大きい寸法の所定の高さHで形成され、二輪車の円滑な走行が確保されている。
The stuffing member 32 is arranged in the uneven gap S and closes a part of the uneven gap S to ensure smooth running of the two-wheeled vehicle.
The padding member 32 has a mesh shape, and both ends of the padding member 32 in the bridge axial direction are connected to the covering portion 1610. In the present embodiment, the padding member 32 and the water blocking member 16 are integrally molded. , Cost reduction is being planned.
For the packing member 32, a conventionally known elastic material that does not cause large deformation when a load of a two-wheeled vehicle is applied is used, and various conventionally known rubbers such as CR rubber (chloroprene rubber) are used as in the water blocking member 16. It is possible.
In the present embodiment, as shown in FIGS. 4 and 5, the slender member 34 is formed into a mesh shape to form the padding member 32, and the slender member 34 is formed in a plane orthogonal to the longitudinal direction thereof. The cut cross section is formed in a size that does not cause a large deformation when a load of a two-wheeled vehicle is applied, and in detail, as shown in FIG. 6, a predetermined width W and a predetermined size larger than the width W are specified. It is formed at a height H to ensure smooth running of the two-wheeled vehicle.

また、図5に示すように、間詰め部材32を構成し被覆部1610に接続される細長の部材34の端部3402は、その他の箇所に比べ若干大きな輪郭で形成され、間詰め部材32の取り付け強度が確保され、耐久性の向上が図られている。
また、網目は小物類の落下を阻止する大きさで形成され、同時に、降雨時や降雪時に、雨水や雪が間詰め部材32の下方に落下する大きさで形成されている。
また、図4に示すように、間詰め部材32は、表面板20の上面2002よりも低い箇所に位置しており、車両走行に伴って摩耗が生じないように図られている。
また、表面板20のV字状凹部30の底部に位置する間詰め部材32の箇所は、表面板20のV字状凹部30の底部に突出した止水部材16の基板部1602Aの上面(支持部)1602Dに載置され、二輪車の荷重が間詰め部材32に作用した際に、間詰め部材32の端部を止水部材16の基部で支え、間詰め部材32の取り付け強度を確保するようにしている。
Further, as shown in FIG. 5, the end portion 3402 of the elongated member 34 constituting the filling member 32 and connected to the covering portion 1610 is formed with a slightly larger contour than the other portions, and the filling member 32 is formed. The mounting strength is ensured and the durability is improved.
Further, the mesh is formed in a size that prevents small items from falling, and at the same time, is formed in a size that rainwater or snow falls below the stuffing member 32 when it rains or snows.
Further, as shown in FIG. 4, the filling member 32 is located at a position lower than the upper surface 2002 of the surface plate 20, and is designed so that wear does not occur as the vehicle travels.
Further, the portion of the filling member 32 located at the bottom of the V-shaped recess 30 of the surface plate 20 is the upper surface (support) of the substrate portion 1602A of the water blocking member 16 protruding from the bottom of the V-shaped recess 30 of the surface plate 20. Part) When mounted on 1602D and the load of the two-wheeled vehicle acts on the packing member 32, the end of the filling member 32 is supported by the base of the water blocking member 16 so as to secure the mounting strength of the filling member 32. I have to.

したがって、本実施の形態によれば、間詰め部材32が凹凸状の隙間Sの一部を塞ぐことで、二輪車が一対の継手部材14上を円滑に走行する上で有利となる。
また、間詰め部材32は網目状を呈して凹凸状の隙間Sに設けられるため、二輪車の走行時にキーや小銭入れなどの小物類を落とした場合に、それら小物類は網目状の間詰め部材32の上に留まり、したがって、凹凸状の隙間Sに入り込んで取り出しにくいという不具合を解消できる。
また、間詰め部材32は網目状を呈しているので、降雨時や降雪時に、雨水や雪は間詰め部材32の下方に落下する。
したがって、降雨時や降雪時に、雨水や雪が間詰め部材32上に溜まりにくく、車両が一対の継手部材14上を円滑に走行する上で有利となる。
また、季節の変化により凹凸状の隙間Sの橋軸方向の寸法が変化した場合、間詰め部材32は網目状を呈しているため、その構造上橋軸方向に伸縮し易く、間詰め部材32の耐久性を高める上で有利となる。
Therefore, according to the present embodiment, the filling member 32 closes a part of the uneven gap S, which is advantageous for the motorcycle to smoothly run on the pair of joint members 14.
Further, since the padding member 32 has a mesh-like shape and is provided in the uneven gap S, when a small item such as a key or a coin purse is dropped while the motorcycle is running, those small items are the mesh-like padding member. Therefore, it is possible to solve the problem that it stays on the 32 and therefore enters the uneven gap S and is difficult to take out.
Further, since the stuffing member 32 has a mesh shape, rainwater or snow falls below the stuffing member 32 when it rains or snows.
Therefore, when it rains or snows, rainwater and snow are less likely to collect on the filling member 32, which is advantageous for the vehicle to smoothly run on the pair of joint members 14.
Further, when the dimension of the uneven gap S in the bridge axis direction changes due to a change in the season, the padding member 32 has a mesh shape, so that it easily expands and contracts in the bridge axis direction due to its structure, and the padding member 32 It is advantageous in increasing the durability of the bridge.

なお、本実施の形態では、間詰め部材32と、被覆部1610を含む止水部材16とは一体に形成されている場合について説明するが、間詰め部材32と止水部材16とを別部材とし、止水部材16が被覆部1610を有していない場合、間詰め部材32の橋軸方向の両端を凹凸状の先端面2006に加硫接着や、接着剤、あるいは、ボルトにより取着してもよく、あるいは、止水部材16が被覆部1610を有している場合、間詰め部材32の長手方向の両端を被覆部1610に加硫接着や接着材により取着してもよいことは無論のことである。 In the present embodiment, the case where the padding member 32 and the water blocking member 16 including the covering portion 1610 are integrally formed will be described, but the padding member 32 and the water blocking member 16 are separate members. When the water blocking member 16 does not have the covering portion 1610, both ends of the filling member 32 in the bridge axis direction are attached to the uneven tip surface 2006 by vulture adhesion, an adhesive, or a bolt. Alternatively, when the water blocking member 16 has the covering portion 1610, both ends of the packing member 32 in the longitudinal direction may be attached to the covering portion 1610 by vulture adhesion or an adhesive. Of course.

4 継ぎ目部
10 道路橋伸縮装置
14 継手部材
16 止水部材
1602C V字状凹部
1602D 上面(支持部)
1610 被覆部
20 表面板
2006 先端面
30 V字状凹部
32 間詰め部材
34 細長の部材
S 隙間
4 Seam 10 Road bridge expansion and contraction device 14 Joint member 16 Water stop member 1602C V-shaped recess 1602D Top surface (support part)
1610 Cover 20 Surface plate 2006 Tip surface 30 V-shaped recess 32 Filling member 34 Elongated member S Gap

Claims (5)

互いに対向する一対の表面板を有して道路橋を構成する要素の互いに対向する端部と共に前記道路橋の継ぎ目部を構成し、
前記一対の表面板は、橋軸方向と交差する方向に交互に並べられたV字状凸部とV字状凹部とを備え、
前記一対の表面板の先端面は、前記V字状凸部の先端に位置する先部先端面と、前記V字状凸部の側部に位置し、また、前記V字状凹部の側部に位置する側部先端面と、前記V字状凹部の底端に位置する底部先端面とを有し、
前記一対の表面板の先端面間に橋軸方向と交差する方向に延在する凹凸状の隙間が形成され、
前記凹凸状の隙間の一部を塞ぐように前記凹凸状の隙間に沿って延在する間詰め部材が配置される道路橋伸縮装置用間詰め構造であって、
前記間詰め部材は弾性材料から形成されて網目状を呈し、
前記間詰め部材は、前記隙間内で橋軸方向の両端に位置する部分が前記一対の表面板の前記先部先端面、前記側部先端面及び前記底部先端面に取着されている、
ことを特徴とする道路橋伸縮装置用間詰め構造。
A seam portion of the road bridge is formed together with the facing ends of the elements constituting the road bridge having a pair of surface plates facing each other.
The pair of surface plates includes V-shaped convex portions and V-shaped concave portions alternately arranged in a direction intersecting the bridge axis direction.
The tip surfaces of the pair of surface plates are located on the tip surface of the tip portion located at the tip of the V-shaped convex portion and the side portion of the V-shaped convex portion, and the side portion of the V-shaped concave portion. It has a side tip surface located at the bottom and a bottom tip surface located at the bottom end of the V-shaped recess.
An uneven gap extending in the direction intersecting the bridge axis direction is formed between the tip surfaces of the pair of surface plates.
It is a filling structure for a road bridge expansion / contraction device in which a filling member extending along the uneven gap is arranged so as to close a part of the uneven gap.
The padding member is formed of an elastic material and has a mesh shape.
During said filling member, the portion positioned at both ends of the bridge axis direction within the gap the tip portion distal end face of the pair of surface plates, is attached to the front SL side distal end surface and said bottom tip surface,
A stuffing structure for road bridge expansion and contraction devices.
前記道路橋伸縮装置用間詰め構造は、橋軸方向に伸縮可能で前記表面板の下方で前記互いに対向する端部間を接続する止水部材をさらに備え、
前記止水部材は前記表面板の先端面に取着されこの先端面を覆う被覆部を有し、
前記間詰め部材は、前記被覆部と一体に形成され、
前記間詰め部材は、前記被覆部を介在させた状態で前記一対の表面板の前記先部先端面、前記側部先端面及び前記底部先端面に取着されている、
ことを特徴とする請求項1記載の道路橋伸縮装置用間詰め構造。
The road bridge expansion / contraction structure for a road bridge expansion / contraction device further includes a water blocking member that can be expanded / contracted in the direction of the bridge axis and connects between the end portions facing each other below the surface plate.
The water blocking member has a covering portion that is attached to the tip surface of the surface plate and covers the tip surface.
The padding member is formed integrally with the covering portion, and is formed integrally with the covering portion .
The padding member is attached to the tip end surface, the side tip surface, and the bottom tip surface of the pair of surface plates with the covering portion interposed therebetween.
The interstitial structure for a road bridge expansion / contraction device according to claim 1, wherein the structure is characterized by the above.
前記止水部材は、前記V字状凹部を構成する前記先端面に取着された前記間詰め部材の箇所を下方から支持する支持部を有している、
ことを特徴とする請求項2記載の道路橋伸縮装置用間詰め構造。
The water stop member has a support portion that supports the portion of the padding member attached to the tip surface constituting the V-shaped recess from below.
The interstitial structure for a road bridge expansion / contraction device according to claim 2, wherein the structure is characterized by the above.
前記間詰め部材は、細長の部材が網目状に成形されることで構成され、
前記細長の部材をその長手方向と直交する平面で切断した断面は、幅よりも高さが大きい、
ことを特徴とする請求項1から3の何れか1項記載の道路橋伸縮装置用間詰め構造。
The padding member is formed by forming an elongated member into a mesh shape.
A cross section obtained by cutting the elongated member in a plane orthogonal to the longitudinal direction thereof has a height larger than a width.
The packed structure for a road bridge expansion / contraction device according to any one of claims 1 to 3, wherein the structure is characterized by the above.
前記間詰め部材は、前記表面板の上面よりも低い箇所に位置している、
ことを特徴とする請求項1から4の何れか1項記載の道路橋伸縮装置用間詰め構造。
The filling member is located at a position lower than the upper surface of the surface plate.
The packed structure for a road bridge expansion / contraction device according to any one of claims 1 to 4, wherein the structure is characterized by the above.
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