JP2019039274A - Filling structure for road bridge expansion device - Google Patents

Filling structure for road bridge expansion device Download PDF

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JP2019039274A
JP2019039274A JP2017164119A JP2017164119A JP2019039274A JP 2019039274 A JP2019039274 A JP 2019039274A JP 2017164119 A JP2017164119 A JP 2017164119A JP 2017164119 A JP2017164119 A JP 2017164119A JP 2019039274 A JP2019039274 A JP 2019039274A
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gap
road bridge
padding
bridge expansion
main body
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JP6946860B2 (en
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大輔 築地
Daisuke Tsukiji
大輔 築地
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Yokohama Rubber Co Ltd
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Yokohama Rubber Co Ltd
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Abstract

To provide a filling structure for a road bridge expansion device in which a filling member can be arranged in an irregular gap only when it is necessary while suppressing the increase in the number of components and the weight, and abrasion along with the running of a vehicle is reduced to provide excellent durability while ensuring the smooth running of a two-wheeled vehicle.SOLUTION: As shown in Fig. 2(A), in the state where a gap S becomes smallest, a vertical displacement part 16A is located to be displaced in the most lowered position. Along with this, a filling body 3204 is also located to be displaced in the most lowered position, so that the filling body 3204 is located at the position with a distance downward the gap S between the mutually-opposed lateral sides of a v-shaped protrusion 28 (between lateral apical surfaces 2006B). As shown in Fig. 2(C), when the gap S becomes largest, the vertical displacement part 16A is located to be displaced in the most raised position. Along with this, the filling body 3204 is also located to be displaced in the most raised position so as to be located on the top of the gap S between the mutually-opposed lateral sides of the v-shaped protrusion 28 (between lateral apical surfaces 2006B) to fill a part of the gap S.SELECTED DRAWING: Figure 2

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 filling structure for a road bridge expansion and 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 includes, for example, an abutment disposed at both ends in the bridge axis direction and one or more floor slabs arranged in the bridge axis direction between the abutments as elements constituting the road bridge. Yes.
The joint between the abutment and the floor slab, and the joint between the floor slabs are configured to include a road bridge expansion / contraction device that absorbs expansion and contraction of the floor slab due to a temperature difference between seasons.
In general, a road bridge expansion / contraction device is attached to the opposite ends of the elements constituting the road bridge, that is, the end of the abutment and the end of the floor slab, or the end of the floor slab opposite to each other. A pair of joint members that are attached to form a gap extending in a direction orthogonal to the bridge axis direction, and a water stop member that is disposed below the joint members and can be expanded and contracted in the bridge axis direction (Patent Document 1). ).
In such a road bridge expansion / contraction device, a gap extending in a direction perpendicular to the bridge axis direction is formed between the pair of joint members, so that depending on the size of the gap, the wheels of the motorcycle fit into the two-wheeled vehicle. This is disadvantageous for the purpose of driving smoothly.
Therefore, a space filling structure for a road bridge expansion / contraction device in which a part of the gap is closed by a space filling member has been proposed (Patent Document 2).

特開2008−57246号公報JP 2008-57246 A 特開2000−96503号公報JP 2000-96503 A

一方、道路橋伸縮装置では、凹凸状の隙間の橋軸方向の寸法が大きくなった場合に二輪車の車輪がはまり込む可能性があるものの、凹凸状の隙間の橋軸方向の寸法が小さい場合にはこのような不具合は生じにくい。
しかしながら、従来の道路橋伸縮装置用間詰め構造では、隙間の大小に拘らず隙間内に間詰め部材が常時位置しており、車両の走行に伴って間詰め部材が摩耗し、間詰め部材の耐久性に劣る不具合がある。
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、部品点数の増加および重量増を抑えつつ、必要な場合にのみ凹凸状の隙間に間詰め部材を配置でき、二輪車の円滑な走行を確保しつつ車両の走行に伴う磨耗を低減し、耐久性に優れる道路橋伸縮装置用間詰め構造を提供することにある。
On the other hand, in the road bridge expansion and contraction device, when the size of the uneven gap in the bridge axis direction may increase, the wheels of the motorcycle may get stuck, but the uneven gap in the bridge axis direction is small. Such problems are unlikely to occur.
However, in the conventional filling structure for a road bridge expansion and contraction device, the filling member is always located in the gap regardless of the size of the gap, and the filling member is worn as the vehicle travels. There is a problem of poor durability.
The present invention has been made in view of such circumstances, and the object of the present invention is to suppress the increase in the number of parts and the weight increase, and to arrange the stuffing member in the uneven gap only when necessary, An object of the present invention is to provide a narrowing structure for a road bridge expansion and contraction device that is excellent in durability by reducing wear caused by traveling of the vehicle while ensuring smooth traveling of the motorcycle.

上記目的を達成するために、請求項1記載の発明は、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、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が設けられ、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の一部を塞ぐように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、前記止水部材は、前記凹凸状の隙間の橋軸方向における寸法が小さくなった場合に下方に変位し、前記寸法が大きくなった場合に上方に変位する上下変位部を有し、前記間詰め部材は、前記凹凸状の隙間の下方に対応した前記上下変位部の箇所に設けられ、前記寸法が小さくなった場合に前記凹凸状の隙間の下方に離れた箇所に位置し、前記凹凸状の隙間が大きくなった場合に上昇して前記凹凸状の隙間に位置することを特徴とする。
請求項2記載の発明は、前記間詰め部材は、前記上下変位部から起立する脚部と、前記脚部の上端に設けられ前記凹凸状の隙間に進退する間詰め本体とを有していることを特徴とする。
請求項3記載の発明は、前記凹凸状の隙間を形成する前記先端面に対向する前記間詰め本体の両側部は、上端に至るにつれて互いに近づく傾斜面で形成されていることを特徴とする。
請求項4記載の発明は、前記間詰め本体の平面視形状は、前記間詰め本体が進退する前記凹凸状の隙間の延在方向に沿って細長に形成されていることを特徴とする。
請求項5記載の発明は、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前記凹凸状の隙間を構成する複数のV字状凸部を有し、前記間詰め部材は、隣り合う2つの前記V字状凸部の互いに対向する側部間の前記隙間に進退するように設けられることを特徴とする。
請求項6記載の発明は、前記止水部材は、前記互いに対向する端部に取着される基部と、それら基部を接続する蛇腹部を有し、前記上下変位部は前記蛇腹部であることを特徴とする。
請求項7記載の発明は、前記間詰め部材は前記止水部材と一体に形成されていることを特徴とする。
In order to achieve the above object, the invention according to claim 1 comprises a seam portion of the road bridge together with mutually opposing ends of elements constituting the road bridge having a pair of face plates facing each other, A water stop member is provided that can extend and contract in the bridge axis direction and connects the ends facing each other below the surface plate, and extends in a direction intersecting the bridge axis direction between the front end surfaces of the pair of surface plates. In this case, the water stop member has a small dimension in the bridge axis direction of the uneven gap. A vertical displacement part that is displaced downward when the dimension is increased, and the interstitial member is located at a position of the vertical displacement part corresponding to the lower part of the uneven gap. When the dimensions are reduced, the uneven shape Located at a position spaced below the gaps, characterized in that located in the uneven gaps increased if the uneven clearance is increased.
According to a second aspect of the present invention, the padding member includes a leg portion that stands up from the vertical displacement portion, and a padding main body that is provided at an upper end of the leg portion and advances and retracts into the uneven gap. It is characterized by that.
The invention according to claim 3 is characterized in that both side portions of the padding main body facing the tip surface forming the concavo-convex gap are formed with inclined surfaces that approach each other toward the upper end.
According to a fourth aspect of the present invention, the planar view shape of the padding main body is formed in an elongated shape along the extending direction of the concavo-convex gap in which the padding main body advances and retreats.
The invention according to claim 5 is characterized in that the pair of surface plates have a plurality of V-shaped convex portions that are alternately arranged in a direction intersecting with the bridge axis direction and constitute the concave-convex gap, Is provided so as to advance and retreat in the gap between the side portions of the two adjacent V-shaped convex portions facing each other.
According to a sixth aspect of the present invention, the water stop member has a base portion attached to the opposite end portions and a bellows portion connecting the base portions, and the vertical displacement portion is the bellows portion. It is characterized by.
The invention according to claim 7 is characterized in that the padding member is formed integrally with the water stop member.

請求項1記載の発明によれば、橋軸方向における隙間の寸法が小さく、間詰め部材が必要でない場合には、間詰め部材を隙間の下方に離れた箇所に位置させ、隙間が大きくなり隙間の一部を塞ぐことが望ましい場合に、すなわち、間詰め部材が必要な場合に凹凸状の隙間に間詰め部材を配置できる。したがって、二輪車の円滑な走行を確保しつつ、車両の走行に伴う間詰め部材の磨耗を低減し、耐久性に優れる道路橋伸縮装置用間詰め構造を提供することが可能となる。
また、止水部材の蛇腹部を利用して間詰め部材を昇降させるので、アクチュエータなどの別部材を何ら設ける必要がなく、したがって、部品点数の増加を抑えつつ、また、重量増を抑えつつ上記の効果を奏することが可能となる。
請求項2記載の発明によれば、例えば、間詰め本体の輪郭を脚部よりも大きい輪郭で形成することで、間詰め部材の重量増を抑制しつつ二輪車の円滑な走行を図る上で有利となる。
請求項3記載の発明によれば、間詰め本体の隙間への進退を円滑に行なう上で有利となる。
請求項4記載の発明によれば、隙間の一部をより大きな輪郭の間詰め本体で塞ぐことができ、二輪車の円滑な走行を図る上で有利となる。
請求項5記載の発明によれば、二輪車の円滑な走行を図る上で有利となる。
請求項6記載の発明によれば、部品点数の増加を抑えつつ、また、重量増を抑えつつ二輪車の円滑な走行を図る上で有利となる。
請求項7記載の発明によれば、コスト低減を図る上で有利となる。
According to the first aspect of the present invention, when the size of the gap in the bridge axis direction is small and no gap member is required, the gap member is positioned at a position away from the gap, and the gap becomes larger. When it is desirable to close a part of the material, that is, when a space member is required, the space member can be arranged in the uneven gap. Therefore, it is possible to provide a narrowing structure for a road bridge expansion / contraction device that is excellent in durability by reducing wear of the narrowing member accompanying traveling of the vehicle while ensuring smooth traveling of the motorcycle.
In addition, since the interlining member is lifted and lowered using the bellows portion of the water stop member, it is not necessary to provide any other member such as an actuator, and thus the above-mentioned while suppressing an increase in the number of parts and an increase in weight. It is possible to achieve the effect.
According to the second aspect of the present invention, for example, the outline of the padding main body is formed with a larger outline than the legs, which is advantageous for smooth running of the motorcycle while suppressing an increase in the weight of the padding member. It becomes.
According to the invention described in claim 3, it is advantageous to smoothly advance and retreat the space between the stuffing main bodies.
According to the fourth aspect of the present invention, a part of the gap can be closed with the main body having a larger outline, which is advantageous for smooth running of the motorcycle.
According to the invention described in claim 5, it is advantageous in achieving smooth running of the motorcycle.
According to the sixth aspect of the invention, it is advantageous for smooth running of the motorcycle while suppressing an increase in the number of parts and suppressing an increase in weight.
According to the seventh aspect of the invention, it is advantageous in reducing the cost.

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を橋軸と平行する鉛直面で破断した断面図である。It is sectional drawing which fractured | ruptured the road bridge expansion / contraction apparatus to which the narrowing structure for road bridge expansion / contraction apparatuses of embodiment was applied in the perpendicular surface parallel to a bridge axis. (A)〜(C)は道路橋伸縮装置用間詰め構造の動きを説明する道路橋伸縮装置の断面図である。(A)-(C) are sectional drawings of the road bridge expansion-contraction apparatus explaining the movement of the filling structure for road bridge expansion-contraction apparatuses. (A)〜(C)は道路橋伸縮装置用間詰め構造の動きを説明する要部の拡大断面図である。(A)-(C) are the expanded sectional views of the principal part explaining the movement of the filling structure for road bridge expansion-contraction apparatuses. (A)〜(C)は道路橋伸縮装置用間詰め構造の動きを説明する道路橋伸縮装置の平面図である。(A)-(C) is a top view of the road bridge expansion-contraction apparatus explaining the movement of the filling structure for road bridge expansion-contraction apparatuses. 間詰め部材の斜視図である。It is a perspective view of a filling member.

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1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。
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, embodiments of the present invention will be described with reference to the drawings.
As shown in FIG. 1, the road bridge is configured by arranging a large number of floor slabs 2 supported by piers in the direction of the bridge axis, and the joint portions 4 of the floor slabs 2 are the ends of the floor slabs 2 facing each other. Part and the road bridge expansion-contraction apparatus 10 are comprised.
The road bridge expansion and contraction device 10 includes a pair of joint members 14, a water stop member 16, and a padding member 32.

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。
The pair of joint members 14 are respectively attached to the end portions of the opposite floor slab 2 and move in the bridge axis direction integrally with the floor slab 2 in accordance with the expansion and contraction of the floor slab 2 in the bridge axis direction.
The joint member 14 includes a surface plate 20, a side plate 22, and an anchor member 24. 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 concave and convex tip end surfaces 2006 are engaged with each other with a gap S between the ends of the floor slabs 2 facing each other.

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4(A)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。
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。
The surface plate 20 extends in a direction orthogonal to the bridge axis direction, and is formed with an upper surface 2002 that is flush with the upper surface of the bridge pavement 3 formed on the upper surface of the floor slab 2 (the upper surface of the road bridge), It has a lower surface 2004 positioned oppositely and a concavo-convex tip surface 2006.
More specifically, as shown in FIG. 4A, the surface plate 20 has a substrate portion 26 extending in a direction orthogonal to the bridge axis, and a direction orthogonal to the bridge axis at a location where the substrate portions 26 face each other. V-shaped convex portions 28 and V-shaped concave portions 30 arranged alternately.
Accordingly, the concavo-convex tip surface 2006 is positioned at the tip end tip 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 on the side of the V-shaped concave portion 30. A side tip surface 2006B located at the bottom and a bottom tip surface 2006C located at the bottom end of the V-shaped recess 30.
The V-shaped convex portion 28 and the V-shaped concave portion 30 of the surface plate 20 of one joint member 14 form a gap S between the V-shaped concave portion 30 and the V-shaped convex portion 28 of the surface plate 20 of the other joint member 14. It is provided so that it may mesh in the open state, and the dimension of the gap S in the bridge axis direction increases or decreases according to the expansion and contraction of the floor slab 2 in the bridge axis direction.

図1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. 1, the side plate 22 is bent downward from the base end opposite to the distal end surface 2006 of the surface plate 20, and the side plate 22 extends over the entire length in the length direction of the surface plate 20. Is placed on the bottom surface of the recess 2A at the end of the floor slab 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 projects from the outer surface 2204.
The post-cast concrete 13 is placed between the outer surface 2204 and the recess 2 </ b> A, and the joint member 14 is fixed to the end of the floor slab 2 via the anchor member 24 and the post-cast 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、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。
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。
The water stop member 16 prevents the rain water entering from the gap S from flowing downward during the rain or the like, and the water stop member 16 has a width along the bridge axis direction.
The water stop member 16 is disposed 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.
The water stop member 16 includes a pair of base portions 1602 and a bellows portion 1604.

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。
蛇腹部1604は、一対の基部1602を接続するもので、図2(B)に示すように、蛇腹部1604は、橋軸方向における先端面間の隙間が最大となった状態と最小となった状態の中間の状態で、下方に凸の湾曲形状で形成されている。
本実施の形態では、蛇腹部1604は、下方に凸の湾曲形状を1つ備える場合について説明するが、下方に凸の湾曲形状が橋軸方向に並べられて複数設けられていてもよく、その構造は任意である。
図2(A)〜(C)に示すように、本実施の形態では、蛇腹部1604の湾曲形状の底部は、橋軸方向における先端面間の隙間の増減により上下方向に変位する止水部材16の上下変位部16Aとなっている。
The pair of base portions 1602 are positioned at both ends in the width direction of the water blocking member 16, and the outer surfaces of the pair of base portions 1602 are respectively attached to the inner surfaces 2202 of the corresponding side plates 22 by vulcanization adhesion.
The bellows portion 1604 connects the pair of base portions 1602, and as shown in FIG. 2B, the bellows portion 1604 has the smallest and smallest gap between the front end surfaces in the bridge axis direction. It is formed in a curved shape convex downward in an intermediate state.
In the present embodiment, the bellows portion 1604 will be described with respect to the case where one downward curved shape is provided, but a plurality of downward curved shapes may be arranged in the bridge axis direction. The structure is arbitrary.
As shown in FIGS. 2A to 2C, in the present embodiment, the bottom of the curved shape of the bellows portion 1604 is a water-stop member that is displaced in the vertical direction by increasing / decreasing the gap between the front end surfaces in the bridge axis direction. 16 vertical displacement portions 16A.

間詰め部材32は、橋軸方向における凹凸状の隙間が大きくなった場合に、凹凸状の隙間の一部を塞ぎ、二輪車の円滑な走行を図るものである。
間詰め部材32は、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、間詰め部材32は止水部材16と一体に形成されている。
間詰め部材32は、凹凸状の隙間の下方に位置する上下変位部16Aの箇所に設けられ、図2(A)、図3(A)に示すように、橋軸方向における凹凸状の隙間Sが小さくなった場合に凹凸状の隙間Sの下方に離れた箇所に位置し、図2(B)、(C)、図3(B)、(C)に示すように、橋軸方向における凹凸状の隙間Sが大きくなった場合に上昇して凹凸状の隙間Sに位置する。
また、間詰め部材32は、図2(C)、図3(C)に示すように、橋軸方向における凹凸状の隙間Sが最も大きくなり最も上昇した状態で、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。
図1、図3、図5に示すように、間詰め部材32は、上下変位部16Aから起立する脚部3202と、脚部3202の上端に設けられ凹凸状の隙間Sに進退する間詰め本体3204とを有している。
脚部3202は、本実施の形態では断面が円形で形成され、円柱状を呈している。
When the concavo-convex gap in the bridge axis direction becomes large, the stuffing member 32 closes a part of the concavo-convex gap so that the motorcycle can run smoothly.
The padding member 32 is made of a conventionally known elastic material that does not deform greatly when a load is applied to the motorcycle, and similarly to the water stop member 16, various conventionally known rubbers such as CR rubber (chloroprene rubber) are used. Is possible.
In the present embodiment, the filling member 32 is formed integrally with the water stop member 16.
The padding member 32 is provided at a position of the vertical displacement portion 16A located below the uneven gap, and as shown in FIGS. 2A and 3A, the uneven gap S in the bridge axis direction is provided. Is located below the concave-convex gap S when it becomes smaller, and as shown in FIGS. 2 (B), (C), 3 (B), (C), the concave-convex in the bridge axis direction When the gap S becomes larger, it rises and is located in the irregular gap S.
Further, as shown in FIGS. 2 (C) and 3 (C), the interstitial member 32 is larger than the upper surface 2002 of the surface plate 20 in a state where the uneven gap S in the bridge axis direction is the largest and most elevated. Also, it is located at a low location, and is designed so that wear does not occur as the vehicle travels.
As shown in FIGS. 1, 3, and 5, the filling member 32 includes a leg portion 3202 that stands up from the up-and-down displacement portion 16 </ b> A, and a filling body that moves forward and backward in an uneven gap S provided at the upper end of the leg portion 3202. 3204.
In the present embodiment, the leg 3202 has a circular cross section and has a cylindrical shape.

間詰め本体3204は、水平面で切断した断面が、脚部3202よりも大きい輪郭で形成されている。
本実施の形態では、図4(A)〜(C)に示すように、間詰め本体3204は、一対の継手部材14の隣り合う2つのV字状凸部28の互いに対向する側部間(側部先端面2006B間)の隙間に進退するように設けられている。
間詰め本体3204の平面視形状は、間詰め本体3204が進退するV字状凸部28の互いに対向する側部間の隙間の延在方向に沿って細長に形成されている。
図5に示すように、V字状凸部28の互いに対向する側部間(側部先端面2006B間)の隙間を形成する側部先端面2006Bに対向する間詰め本体3204の両側部は、上端に至るにつれて互いに近づく傾斜面3206で形成されている。
したがって、図3(A)〜(C)に示すように、間詰め本体3204の延在方向と直交する平面で切断した断面は台形状を呈している。
The filling main body 3204 has a cross section cut along a horizontal plane with a larger contour than the leg 3202.
In the present embodiment, as shown in FIGS. 4A to 4C, the padding main body 3204 is formed between the adjacent side portions of the two adjacent V-shaped convex portions 28 of the pair of joint members 14 ( It is provided so as to advance and retreat in the gap between the side end surface 2006B.
The plan view shape of the padding main body 3204 is elongated along the extending direction of the gap between the side portions facing each other of the V-shaped convex portion 28 where the padding main body 3204 advances and retreats.
As shown in FIG. 5, both sides of the padding main body 3204 facing the side tip surface 2006B that forms a gap between the sides facing each other (between the side tip surfaces 2006B) of the V-shaped convex portion 28, It is formed with inclined surfaces 3206 that approach each other as it reaches the upper end.
Therefore, as shown in FIGS. 3A to 3C, the cross section cut along a plane orthogonal to the extending direction of the padding main body 3204 has a trapezoidal shape.

つぎに、道路橋伸縮装置用間詰め構造の動きについて説明する。
図2(A)、図3(A)、図4(A)に示すように、隙間Sが最も小さくなった状態では、上下変位部16Aは最も下方に変位した位置となり、これに伴い間詰め本体3204も最も下方に変位した位置となり、間詰め本体3204は、V字状凸部28の互いに対向する側部間(側部先端面2006B間)の隙間の下方に離れた箇所に位置する。
図2(A)、図3(A)、図4(A)の状態から隙間Sが大きくなるにつれて、上下変位部16Aが上昇し、これに伴い間詰め部材32も上昇する。
そして、図2(B)、図3(B)、図4(B)に示すように、隙間Sが最も小さくなった状態と最も大きくなった状態の中間の状態では、間詰め本体3204がV字状凸部28の互いに対向する側部間(側部先端面2006B間)の隙間の下部に進出し、隙間の一部を塞ぐ。
図2(B)、図3(B)、図4(B)の状態から隙間Sが大きくなるにつれて、上下変位部16Aが上昇し、これに伴い間詰め部材32も上昇する。
やがて、図2(C)、図3(C)、図4(C)に示すように、隙間Sが最も大きくなった状態では、上下変位部16Aは最も上方に変位した位置となり、これに伴い間詰め本体3204も最も上方に変位した位置となり、V字状凸部28の互いに対向する側部間(側部先端面2006B間)の隙間の上部に位置し、隙間の一部を塞ぐ。
Next, the movement of the narrowing structure for the road bridge expansion and contraction device will be described.
As shown in FIGS. 2 (A), 3 (A), and 4 (A), in the state where the gap S is the smallest, the vertical displacement portion 16A is located at the lowest position, and along with this, the space is reduced. The main body 3204 is also positioned at the lowest position, and the padding main body 3204 is located at a position separated below the gap between the side portions of the V-shaped convex portion 28 facing each other (between the side end surface 2006B).
As the gap S increases from the state of FIGS. 2A, 3A, and 4A, the up-and-down displacement portion 16A rises, and the interposing member 32 also rises accordingly.
As shown in FIG. 2B, FIG. 3B, and FIG. 4B, in the intermediate state between the state in which the gap S is the smallest and the state in which the gap S is the largest, the padding main body 3204 is V The character-shaped convex portion 28 advances to the lower portion of the gap between the side portions facing each other (between the side tip surfaces 2006B) and closes a part of the gap.
As the gap S increases from the state of FIGS. 2B, 3B, and 4B, the up-and-down displacement portion 16A rises, and the interposing member 32 also rises accordingly.
Eventually, as shown in FIGS. 2 (C), 3 (C), and 4 (C), in the state in which the gap S is the largest, the vertical displacement portion 16A becomes the position displaced most upward, and accordingly The padding main body 3204 is also positioned at the uppermost position, and is positioned at the upper part of the gap between the opposing side portions of the V-shaped convex portion 28 (between the side end surface 2006B) and closes a part of the gap.

本実施の形態によれば、橋軸方向における隙間Sの寸法が小さく、間詰め部材32が必要でない場合には、間詰め部材32を隙間Sの下方に離れた箇所に位置させ、隙間Sが大きくなり隙間Sの一部を塞ぐことが望ましい場合に、すなわち、間詰め部材32が必要な場合に凹凸状の隙間Sに間詰め部材32を配置できる。
したがって、二輪車の円滑な走行を確保しつつ、車両の走行に伴う間詰め部材32の磨耗を低減し、耐久性に優れる道路橋伸縮装置用間詰め構造を提供することが可能となる。
また、止水部材16の蛇腹部1604を利用して間詰め部材32を昇降させ、間詰め本体3204を隙間Sに進出させ、また、隙間Sから退出させるので、アクチュエータなどの別部材を何ら設ける必要がなく、したがって、部品点数の増加を抑えつつ、また、重量増を抑えつつ上記の効果を奏することが可能となる。
According to the present embodiment, when the dimension of the gap S in the bridge axis direction is small and the gap member 32 is not necessary, the gap member 32 is positioned at a position away from the gap S, and the gap S is When it is desirable to increase and block a part of the gap S, that is, when the gap member 32 is necessary, the gap member 32 can be arranged in the uneven gap S.
Therefore, it is possible to provide a narrowing structure for a road bridge telescopic device that is excellent in durability by reducing wear of the narrowing member 32 accompanying traveling of the vehicle while ensuring smooth traveling of the motorcycle.
In addition, the stuffing member 32 is moved up and down by using the bellows portion 1604 of the water stop member 16, and the stuffing main body 3204 is advanced into the clearance S, and is retracted from the clearance S. Therefore, another member such as an actuator is provided. Therefore, it is possible to achieve the above-described effects while suppressing an increase in the number of parts and suppressing an increase in weight.

また、間詰め本体3204は、水平面で切断した断面が、脚部3202よりも大きい輪郭で形成されているので、間詰め本体3204が隙間Sに位置した場合に、隙間Sの一部をより大きな輪郭の間詰め本体3204で塞ぐことができ、二輪車の円滑な走行を図る上で有利となる。
また、間詰め本体3204の平面視形状は、間詰め本体3204が進退するV字状凸部28の互いに対向する側部間(側部先端面2006B間)の隙間Sの延在方向に沿って細長に形成されているので、間詰め本体3204が隙間Sに位置した場合に、隙間Sの一部をより大きな輪郭の間詰め本体3204で塞ぐことができ、二輪車の円滑な走行を図る上で有利となる。
また、V字状凸部28の互いに対向する側部間(側部先端面2006B間)の隙間Sを形成する先端面2006に対向する間詰め本体3204の両側部は、上端に至るにつれて互いに近づく傾斜面3206で形成されているので、間詰め本体3204が隙間Sに進出、退出する際に、側部先端面2006Bとの干渉を防止する上で有利となり、間詰め本体3204の隙間Sへの進退を円滑に行なう上で有利となる。
In addition, since the cross-section body 3204 has a cross section cut by a horizontal plane and is formed with a larger contour than the leg 3202, when the inter-space main body 3204 is positioned in the gap S, a part of the gap S is made larger. It can be closed by the contour filling main body 3204, which is advantageous for smooth running of the motorcycle.
Moreover, the planar view shape of the padding main body 3204 is along the extending direction of the gap S between the side portions facing each other (between the side tip surfaces 2006B) of the V-shaped convex portion 28 where the padding main body 3204 advances and retreats. Since the narrow body 3204 is positioned in the gap S, a part of the gap S can be blocked by the narrow body 3204 having a larger contour, so that the motorcycle can run smoothly. It will be advantageous.
Further, both side portions of the padding main body 3204 facing the front end surface 2006 forming the gap S between the side portions facing each other (between the side end front end surfaces 2006B) of the V-shaped convex portion 28 approach each other as reaching the upper end. Since it is formed by the inclined surface 3206, it is advantageous in preventing interference with the side end surface 2006B when the interim body 3204 advances into and exits from the gap S, and the interspace between the interspaced body 3204 and the interspace S It is advantageous for smooth advance and retreat.

なお、実施の形態では、間詰め部材32を止水部材16と一体に成形した場合について説明したが、間詰め部材32と止水部材16とを別部材で構成し、間詰め部材32を加硫接着や、接着剤による接着、ボルトを用いた取着などにより止水部材16に取り付けるようにしてもよいが、実施の形態のように一体成形するとコストダウンを図る上で有利となる。
また、間詰め部材32を配置する箇所は、V字状凸部28の互いに対向する側部間(側部先端面2006B間)の隙間Sに限定されず、例えば、V字状凹部30の底部に配置するなど任意である。
本実施の形態では、蛇腹部1604は、下方に凸の湾曲形状を1つ備える場合について説明したが、蛇腹部1604が、下方に凸の湾曲形状が橋軸方向に並べられて複数設けられている場合には、上下変位部16Aも複数となり、したがって、間詰め本体3204を、各湾曲形状の底部から起立する複数の脚部3202で支持するなど任意である。
間詰め本体3204の形状も、実施の形態のように平面視長方形に限定されず、平面視円形や、長円、三角形にするなど、間詰め本体3204が配置される隙間Sの形状に応じて適宜変形される。
In the embodiment, the case where the interspace member 32 is formed integrally with the water stop member 16 has been described. However, the interspace member 32 and the water stop member 16 are formed as separate members, and the interspace member 32 is added. Although it may be attached to the water stop member 16 by sulfur bonding, bonding with an adhesive, attachment using a bolt, etc., it is advantageous to reduce costs if it is integrally formed as in the embodiment.
Further, the place where the interposing member 32 is disposed is not limited to the gap S between the side portions of the V-shaped convex portion 28 facing each other (between the side end surface 2006B). For example, the bottom portion of the V-shaped concave portion 30 It is arbitrary such as placing it on.
In the present embodiment, the accordion portion 1604 has been described as having one downward curved shape. However, the accordion portion 1604 is provided with a plurality of downward curved shapes arranged in the bridge axis direction. If there is a plurality of vertical displacement portions 16A, there are a plurality of vertical displacement portions 16A. Therefore, it is optional to support the padding main body 3204 with a plurality of legs 3202 standing from the bottom of each curved shape.
The shape of the padding main body 3204 is not limited to the rectangular shape in plan view as in the embodiment, and is depending on the shape of the gap S in which the padding main body 3204 is arranged, such as a circular shape in plan view, an ellipse, or a triangle. It is appropriately modified.

4 継ぎ目部
10 道路橋伸縮装置
14 継手部材
16 止水部材
1602 基部
1604 蛇腹部
16A 上下変位部
20 表面板
2006 先端面
28 V字状凸部
32 間詰め部材
3202 脚部
3204 間詰め本体
3206 傾斜面
S 隙間
4 joint portion 10 road bridge expansion / contraction device 14 joint member 16 water stop member 1602 base portion 1604 bellows portion 16A vertical displacement portion 20 surface plate 2006 tip surface 28 V-shaped convex portion 32 padding member 3202 leg portion 3204 padding main body 3206 inclined surface S clearance

Claims (7)

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、
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が設けられ、
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の一部を塞ぐように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、
前記止水部材は、前記凹凸状の隙間の橋軸方向における寸法が小さくなった場合に下方に変位し、前記寸法が大きくなった場合に上方に変位する上下変位部を有し、
前記間詰め部材は、前記凹凸状の隙間の下方に対応した前記上下変位部の箇所に設けられ、前記寸法が小さくなった場合に前記凹凸状の隙間の下方に離れた箇所に位置し、前記凹凸状の隙間が大きくなった場合に上昇して前記凹凸状の隙間に位置する、
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 opposite ends of elements constituting the road bridge having a pair of face plates facing each other,
A water stop member is provided that can extend and contract in the direction of the bridge axis and connects between the opposite ends below the surface plate,
It is a road bridge expansion / contraction device padding structure in which a padding member is disposed so as to block a part of the uneven gap extending in the direction intersecting the bridge axis direction between the front end surfaces of the pair of surface plates. ,
The water stop member has a vertical displacement portion that is displaced downward when the dimension in the bridge axis direction of the uneven gap is reduced, and is displaced upward when the dimension is increased,
The interstitial member is provided at a position of the up-and-down displacement portion corresponding to the lower part of the uneven gap, and is located at a place away from the uneven gap when the dimension is reduced, When the concavo-convex gap becomes large, it rises and is located in the concavo-convex gap,
A narrowing structure for a road bridge telescopic device characterized by that.
前記間詰め部材は、前記上下変位部から起立する脚部と、前記脚部の上端に設けられ前記凹凸状の隙間に進退する間詰め本体とを有している、
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 padding member includes a leg portion that stands up from the vertical displacement portion, and a padding main body that is provided at an upper end of the leg portion and advances and retracts into the uneven gap.
The space-filling structure for a road bridge expansion / contraction device according to claim 1.
前記凹凸状の隙間を形成する前記先端面に対向する前記間詰め本体の両側部は、上端に至るにつれて互いに近づく傾斜面で形成されている、
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。
Both side portions of the padding main body facing the tip surface forming the uneven gap are formed with inclined surfaces that approach each other toward the upper end.
The space filling structure for a road bridge expansion and contraction device according to claim 2.
前記間詰め本体の平面視形状は、前記間詰め本体が進退する前記凹凸状の隙間の延在方向に沿って細長に形成されている、
ことを特徴とする請求項2または3記載の道路橋伸縮装置用間詰め構造。
The plan view shape of the padding main body is formed in an elongated shape along the extending direction of the uneven gap in which the padding main body advances and retreats.
4. The interlining structure for a road bridge expansion / contraction device according to claim 2 or 3.
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前記凹凸状の隙間を構成する複数のV字状凸部を有し、
前記間詰め部材は、隣り合う2つの前記V字状凸部の互いに対向する側部間の前記隙間に進退するように設けられる、
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 pair of surface plates have a plurality of V-shaped convex portions that are alternately arranged in a direction intersecting the bridge axis direction and constitute the uneven gap,
The padding member is provided so as to advance and retreat into the gap between the side portions of the two adjacent V-shaped convex portions facing each other.
The space-filling structure for a road bridge expansion and contraction device according to any one of claims 1 to 4, wherein
前記止水部材は、前記互いに対向する端部に取着される基部と、それら基部を接続する蛇腹部を有し、
前記上下変位部は前記蛇腹部である、
ことを特徴とする請求項1から5の何れか1項記載の道路橋伸縮装置用間詰め構造。
The water-stop member has a base portion attached to the opposite end portions, and a bellows portion connecting the base portions,
The vertical displacement part is the bellows part,
The space-filling structure for a road bridge expansion / contraction device according to any one of claims 1 to 5.
前記間詰め部材は前記止水部材と一体に形成されている、
ことを特徴とする請求項1から6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 integrally with the water stop member,
A narrowing structure for a road bridge expansion / contraction device according to any one of claims 1 to 6.
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CN116105958A (en) * 2023-04-10 2023-05-12 四川蜀工公路工程试验检测有限公司 Road and bridge expansion joint impact resistance data simulation experiment system and method

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