JP6191369B2 - Telescopic device for road bridge - Google Patents

Telescopic device for road bridge Download PDF

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JP6191369B2
JP6191369B2 JP2013207340A JP2013207340A JP6191369B2 JP 6191369 B2 JP6191369 B2 JP 6191369B2 JP 2013207340 A JP2013207340 A JP 2013207340A JP 2013207340 A JP2013207340 A JP 2013207340A JP 6191369 B2 JP6191369 B2 JP 6191369B2
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road bridge
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JP2015071874A (en
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一俊 三瓶
一俊 三瓶
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Yokohama Rubber Co Ltd
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Description

本発明は道路橋用伸縮装置に関する。   The present invention relates to a telescopic device for a road bridge.

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、道路橋用伸縮装置を含んで構成されている。
道路橋用伸縮装置は、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た継手部材と、それら継手部材の間で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。
継手部材の多くは、道路橋の上面と同一面をなす表面板を有している。そして、互いに対向する表面板の端部間において、橋軸方向と直交する方向に凹凸状の隙間が延在形成されている。この凹凸状の隙間は、床版の橋軸方向の伸縮に応じ増減し、床版の伸縮を吸収している。
このような道路橋用伸縮装置では、凹凸状の隙間が形成されるため、この隙間の大きさによっては二輪車の車輪が隙間にはまり込んでしまい、走行に支障を来すおそれがある。
そこで、間詰め部材により隙間の一部を補填した道路橋用伸縮装置が提案されている(特許文献1参照)。
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 and contraction device.
In general, the expansion device for a road bridge is provided at each end of the elements constituting the road bridge, that is, at the end of the abutment and the end of the floor slab facing each other, or at the end of the floor slab facing each other. An attached joint member, and a water stop member that is disposed below the joint member between the joint members and can expand and contract in the bridge axis direction are provided.
Many of the joint members have a surface plate that is flush with the upper surface of the road bridge. An uneven gap is formed extending in the direction orthogonal to the bridge axis direction between the ends of the surface plates facing each other. This uneven gap increases or decreases according to the expansion and contraction of the floor slab in the direction of the bridge axis, and absorbs the expansion and contraction of the floor slab.
In such a road bridge telescopic device, an uneven gap is formed, and depending on the size of the gap, the wheels of the two-wheeled vehicle may get stuck in the gap, which may hinder travel.
In view of this, a road bridge expansion and contraction device in which a part of the gap is compensated by a filling member has been proposed (see Patent Document 1).

特開2000−96503号公報JP 2000-96503 A

しかしながら上記従来技術では、間詰め部材が細長の矩形板状を呈し、隙間の凹凸に合わせて直線部分が屈曲部分を介して連結されている形状であるため、寒冷時では、やはり継手部材の端面間の隙間が大きくなり、道路橋を通行する二輪車の車輪等がこの隙間にはまり込み、脱輪を起こす可能性があることが懸念される。
本発明は、このような事情に鑑みてなされたものであり、継手部材の間に形成される隙間を確実に補填する上で有利な道路橋用伸縮装置を提供することを目的とする。
However, in the above prior art, the interlining member has an elongated rectangular plate shape, and the linear portion is connected via the bent portion according to the unevenness of the gap. There is a concern that the gap between them may become large, and the wheels of a two-wheeled vehicle passing through the road bridge may get stuck in this gap and cause wheel removal.
This invention is made | formed in view of such a situation, and it aims at providing the expansion-contraction apparatus for road bridges advantageous when filling the clearance gap formed between joint members reliably.

上記目的を達成するために、本発明に係る道路橋用伸縮装置は、一対の継手部材と止水部材と間詰め部材と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、前記一対の継手部材は、前記互いに対向する端部にそれぞれ取着されて道路橋の上面と同一面をなす表面板を有し、互いに向かい合う前記表面板の端面の間に道路橋の延在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、前記止水部材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し、前記間詰め部材は、前記隙間の一部を補填するように前記凹凸状の隙間に配置される道路橋用伸縮装置であって、前記間詰め部材は、軸心方向を上下方向に向けて前記凹凸状の隙間に挿入され前記凹凸状の隙間の全長にわたって配置される弾性変形可能な複数の筒状部材と、前記複数の筒状部材を連結する連結部と、前記筒状部材または前記連結部に設けられ前記表面板の下面に係止可能で前記筒状部材が前記表面板の上面から上方に抜き出されることを阻止する係止部とで構成され、前記複数の筒状部材は、それらの下端面が前記止水部材に載置され、それらの上端面が前記隙間から前記表面板の上面側に露出していることを特徴とする。   In order to achieve the above object, a road bridge telescopic device according to the present invention includes a pair of joint members, a water stop member, and a padding member, together with opposite ends of elements constituting the road bridge. A joint portion of a road bridge is configured, and the pair of joint members have surface plates that are respectively attached to the opposite end portions and are flush with the upper surface of the road bridge, and end surfaces of the surface plates facing each other An uneven gap extending in a direction intersecting with the direction in which the road bridge extends is formed, and the water stop member is extendable in the direction of the bridge axis, and between the opposite ends below the surface plate The interlining member is a road bridge expansion and contraction device disposed in the uneven gap so as to make up a part of the interspace, and the interlining member has an axial direction in the vertical direction. The entire length of the concavo-convex gap inserted into the concavo-convex gap A plurality of elastically deformable cylindrical members disposed across, a connecting portion connecting the plurality of cylindrical members, and provided on the cylindrical member or the connecting portion and engageable with the lower surface of the surface plate. The cylindrical member is configured with a locking portion that prevents the cylindrical member from being pulled upward from the upper surface of the surface plate, and the plurality of cylindrical members are mounted on the water stop member at their lower end surfaces, Their upper end surfaces are exposed from the gap to the upper surface side of the surface plate.

本発明によれば、間詰め部材が隙間に配置されることにより、隙間に一部が補填されるため、自転車やオートバイなどの二輪車の車輪が隙間にはまり込むことが防止される。また、間詰め部材の筒状部材は断面が筒状であるため、道路橋上に露出する部分の断面積が従来のような細長の矩形板状の部材よりも大きい。したがって、隙間の補填面積が従来と比較して大きくなり、隙間への脱輪をより確実に防止することができる。また、筒状部材が弾性を有する材料で構成されているため、対向する道路橋の伸縮が生じることで、筒状部材が2つの端部で挟圧されたとしても、筒状部材の破損を抑制できるため、長期間にわたって道路橋用伸縮装置の機能を維持する上で有利となる。   According to the present invention, since the interposing member is disposed in the gap, a part of the gap is compensated for, so that the wheels of a two-wheeled vehicle such as a bicycle or a motorcycle are prevented from entering the gap. In addition, since the tubular member of the padding member has a tubular cross section, the cross-sectional area of the portion exposed on the road bridge is larger than that of a conventional elongated rectangular plate member. Therefore, the gap filling area is increased as compared with the conventional case, and it is possible to more reliably prevent the wheel from being removed into the gap. In addition, since the cylindrical member is made of an elastic material, the expansion and contraction of the facing road bridge causes damage to the cylindrical member even if the cylindrical member is pinched between the two ends. Since it can suppress, it becomes advantageous when maintaining the function of the expansion device for road bridges over a long period.

第1の実施の形態における道路橋用伸縮装置10の構成を示す斜視図である。It is a perspective view which shows the structure of the expansion device 10 for road bridges in 1st Embodiment. 第1の実施の形態における道路橋用伸縮装置10の構成を示す断面図である。It is sectional drawing which shows the structure of the expansion-contraction apparatus 10 for road bridges in 1st Embodiment. 第1の実施の形態における間詰め部材16の構成を示す説明図であり、(A)は上面図、(B)は斜視図である。It is explanatory drawing which shows the structure of the padding member 16 in 1st Embodiment, (A) is a top view, (B) is a perspective view. 橋軸方向における道路橋の伸縮時における間詰め部材16の挙動を示す説明図であり、(A)は道路橋の伸長時を示し、(B)は道路橋の縮小時を示す。It is explanatory drawing which shows the behavior of the filling member 16 at the time of expansion and contraction of the road bridge in the bridge axis direction, (A) shows the time when the road bridge is extended, and (B) shows the time when the road bridge is reduced. 補強層を設けた場合の間詰め部材16の構成を示す説明図である。It is explanatory drawing which shows the structure of the filling member 16 at the time of providing a reinforcement layer. 第2の実施の形態における間詰め部材16の構成を示す説明図であり、(A)は上面図、(B)は斜視図である。It is explanatory drawing which shows the structure of the padding member 16 in 2nd Embodiment, (A) is a top view, (B) is a perspective view.

(第1の実施の形態)
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(道路橋を構成する要素の互いに対向する端部に相当)と道路橋用伸縮装置10とを含んで構成されている。
図1、図2に示すように、道路橋用伸縮装置10は、一対の継手部材12と、止水部材14と、間詰め部材16とを備えている。
(First embodiment)
Next, embodiments of the present invention will be described with reference to the drawings.
As shown in FIG. 2, 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 (equivalent to the mutually opposing end part of the elements constituting the road bridge) and the road bridge telescopic device 10.
As shown in FIGS. 1 and 2, the road bridge telescopic device 10 includes a pair of joint members 12, a water stop member 14, and a padding member 16.

一対の継手部材12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12は、表面板18と、側板20と、アンカー部材22とを備え、表面板18と側板20は鋼材により一体的に形成されている。
表面板18は、床版2の端部の橋軸方向と直交する方向の全長にわたって延在し、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1802と、上面1802と反対に位置する下面1806と、凹凸状の端面1804とを有している。
一対の継手部材12は、互いに対向する床版2の端部間において、凹凸状の端面1804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。したがって、互いに対向する床版2の端部に取着された一対の継手部材12の凹凸状の端面1804により、平面視した場合、橋軸方向に凹凸を繰り返しつつ橋軸方向と直交する方向の全長にわたって延在する凹凸状の隙間Sが形成され、床版2の橋軸方向の伸縮に応じ、隙間Sの橋軸方向の寸法は増減する。
The pair of joint members 12 are respectively attached to the opposite ends of the floor slab 2 and move in the bridge axis direction integrally with the floor slab 2 according to the expansion and contraction of the floor slab 2 in the bridge axis direction.
The joint member 12 includes a surface plate 18, a side plate 20, and an anchor member 22, and the surface plate 18 and the side plate 20 are integrally formed of a steel material.
The surface plate 18 extends over the entire length in the direction orthogonal to the bridge axis direction at the end of the floor slab 2 and is flush with the upper surface of the bridge pavement 3 (the upper surface of the road bridge) formed on the upper surface of the floor slab 2. An upper surface 1802, a lower surface 1806 positioned opposite to the upper surface 1802, and an uneven end surface 1804.
The pair of joint members 12 are arranged so that the uneven end surfaces 1804 are engaged with each other with the gap S between the ends of the floor slabs 2 facing each other. Therefore, when viewed in plan by the concave and convex end surfaces 1804 of the pair of joint members 12 attached to the ends of the floor slabs 2 facing each other, the projections in the direction orthogonal to the bridge axis direction are repeated in the bridge axis direction. An uneven gap S extending over the entire length is formed, 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.

側板20は、表面板18の長手方向の全長にわたって延在し、表面板18の凹凸状の端面1804と反対側の端部から垂設され、側板20の下端は凹部2Aの底面に載置されている。
側板20は、隙間S側に位置する内側面2002と、反対側に位置する外側面2004とを有し、外側面2004にはアンカー部材22が突設されている。
外側面2004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12はアンカー部材22、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。
The side plate 20 extends over the entire length of the front plate 18 in the longitudinal direction, is suspended from the end opposite to the uneven end surface 1804 of the front plate 18, and the lower end of the side plate 20 is placed on the bottom surface of the recess 2A. ing.
The side plate 20 has an inner side surface 2002 positioned on the gap S side and an outer side surface 2004 positioned on the opposite side, and an anchor member 22 projects from the outer side surface 2004.
Post-cast concrete 13 is placed between the outer side surface 2004 and the recess 2 </ b> A, and the joint member 12 is fixed to the end portion of the floor slab 2 via the anchor member 22 and the post-cast concrete 13.

止水部材14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る。
止水部材14は、ゴムなどの従来公知の弾性材料で構成されている。
止水部材14は、継手部材12の橋軸方向と直交する方向に全長にわたって延在しており、止水部材14は、互いに対向する内側面2002にそれぞれ取着されて配置されている。すなわち、止水部材14は表面板18の下方で互いに対向する床版2の端部間を接続している。
止水部材14の上面1410と下面1412に、橋軸方向と直交する方向に延在する凹部が橋軸方向に間隔をおいて複数設けられ、止水部材14は蛇腹状を呈し、継手部材12の移動に追従して橋軸方向に伸縮する。
The water stop member 14 prevents the rainwater that enters from the gap S from flowing down during the rain or the like.
The water stop member 14 is made of a conventionally known elastic material such as rubber.
The water stop member 14 extends over the entire length in a direction orthogonal to the bridge axis direction of the joint member 12, and the water stop members 14 are respectively attached to the inner side surfaces 2002 facing each other. That is, the water stop member 14 connects between the end portions of the floor slab 2 facing each other below the surface plate 18.
A plurality of recesses extending in a direction orthogonal to the bridge axis direction are provided on the upper surface 1410 and the lower surface 1412 of the water stop member 14 at intervals in the bridge axis direction. The water stop member 14 has a bellows shape, and the joint member 12. It expands and contracts in the direction of the bridge axis following the movement.

間詰め部材16は、表面板18の端面1804の間に形成される隙間Sの一部を補填するものである。
図3(A)、(B)に示すように、間詰め部材16は、弾性変形可能な複数の筒状部材24と、複数の筒状部材24を連結する連結部25と、筒状部材24が隙間Sから上方に抜き出されることを阻止する係止部26と備えている。
図1、図2に示すように、複数の筒状部材24は、それらの軸心方向を上下方向に向けて凹凸状の隙間Sに挿入され、凹凸状の隙間Sの全長にわたって位置するように配置されている。
本実施の形態では、筒状部材24は円筒形状を呈しているが、筒状部材24の形状は円筒形状に限らず、角筒形状、多角形筒形状などであってもよい。
間詰め部材16は、弾性を有する材料によって構成されており、このような弾性を有する材料としてゴムなど従来公知の様々な弾性材料が使用可能である。
The filling member 16 is for filling a part of the gap S formed between the end faces 1804 of the surface plate 18.
As shown in FIGS. 3A and 3B, the padding member 16 includes a plurality of cylindrical members 24 that can be elastically deformed, a connecting portion 25 that connects the plurality of cylindrical members 24, and the cylindrical member 24. Is provided with a locking portion 26 that prevents the upper portion from being extracted upward from the gap S.
As shown in FIGS. 1 and 2, the plurality of cylindrical members 24 are inserted into the concavo-convex gap S with their axial directions directed in the vertical direction, and are positioned over the entire length of the concavo-convex gap S. Has been placed.
In the present embodiment, the cylindrical member 24 has a cylindrical shape, but the shape of the cylindrical member 24 is not limited to a cylindrical shape, and may be a rectangular cylindrical shape, a polygonal cylindrical shape, or the like.
The filling member 16 is made of an elastic material, and various conventionally known elastic materials such as rubber can be used as the elastic material.

図3(A)、(B)に示すように、筒状部材24として高さが同一で直径の異なる4種類の筒状部材24A〜24Dが用いられ、直径の大きい筒状部材24A、24Cと直径の小さい筒状部材24B、24Dとが交互に並べられている。
筒状部材24の直径は、隙間Sの最大幅に合わせて決定される。すなわち、筒状部材24の直径は、隙間Sの最大幅以下、かつ筒状部材24の側面2406と継手部材12の端面1804との隙間に二輪車の車輪がはまり込まない範囲の値に設定される。
なお、全ての筒状部材24の直径を同一にしてもよいが、本実施の形態のように直径の異なる筒状部材24を用いると、隙間Sが最大幅となった際に、直径の大きい筒状部材24A、24Cが位置する箇所において隙間Sを大きく補填できる点で有利となり、また、隙間Sが最小幅となった際に、直径の小さい筒状部材24B、24Dにより、直径の大きい筒状部材24A、24Cの圧縮変形スペースを確保できる点で有利となる。
As shown in FIGS. 3A and 3B, four types of cylindrical members 24 </ b> A to 24 </ b> D having the same height and different diameters are used as the cylindrical member 24, and the cylindrical members 24 </ b> A and 24 </ b> C having large diameters are used. The cylindrical members 24B and 24D having small diameters are alternately arranged.
The diameter of the cylindrical member 24 is determined according to the maximum width of the gap S. That is, the diameter of the cylindrical member 24 is set to a value within a range in which the wheels of the two-wheeled vehicle do not fit into the gap between the side surface 2406 of the cylindrical member 24 and the end surface 1804 of the joint member 12 below the maximum width of the gap S. .
In addition, although the diameter of all the cylindrical members 24 may be made the same, when the cylindrical members 24 having different diameters are used as in the present embodiment, the diameter increases when the gap S reaches the maximum width. It is advantageous in that the gap S can be largely compensated at the location where the cylindrical members 24A and 24C are located, and when the gap S becomes the minimum width, the cylindrical members 24B and 24D having a small diameter can provide a large diameter cylinder. It is advantageous in that a space for compressive deformation of the shaped members 24A and 24C can be secured.

筒状部材24の高さは、図2に示すように、止水部材14の上面1410と橋面舗装3の上面(表面板18の上面1802)に合わせて決定される。すなわち、筒状部材24の高さは、筒状部材24を止水部材14の上面1410に載置した際に、上端面2402が隙間Sから表面板18の上面1802に露出する寸法で形成されている(図1参照)。より詳細には、筒状部材24の高さは、筒状部材24の上端面2402が表面板18の上面1802を超えないように設定され、図2では、筒状部材24の上端面2402が表面板18の上面1802よりやや下位に位置している。   As shown in FIG. 2, the height of the tubular member 24 is determined in accordance with the upper surface 1410 of the water stop member 14 and the upper surface of the bridge pavement 3 (the upper surface 1802 of the surface plate 18). That is, the height of the cylindrical member 24 is formed such that the upper end surface 2402 is exposed from the gap S to the upper surface 1802 of the surface plate 18 when the cylindrical member 24 is placed on the upper surface 1410 of the water blocking member 14. (See FIG. 1). More specifically, the height of the cylindrical member 24 is set so that the upper end surface 2402 of the cylindrical member 24 does not exceed the upper surface 1802 of the surface plate 18, and in FIG. It is located slightly below the upper surface 1802 of the surface plate 18.

連結部25は、複数の筒状部材24を、筒状部材24の軸心方向を上下方向に向け筒状部材24の軸心方向と直交する方向に並べた状態で連結するものである。
連結部25により複数の筒状部材24が連結された状態で、複数の筒状部材24の上端面2402と下端面2404は、それぞれ同一面上に位置している。
本実施の形態では、複数の筒状部材24は、それらの側面2406どうしが取着されており、連結部25は、複数の筒状部材24の側面2406どうしが取着された箇所で形成されている。
また、本実施の形態では、凹凸状の隙間Sに沿わせた形状になるように、複数の筒状部材24は連結部25により屈曲されて連結されている。筒状部材24は弾性変形可能であるため、複数の筒状部材24を直線状に連結してもよいが、複数の筒状部材24を凹凸状の隙間Sに沿わせた形状に屈曲させて連結すると、間詰め部材16を隙間Sに配置する作業をより簡単に行なえ、道路橋用伸縮装置10の組み付け作業効率を高める上で有利となる。
The connecting portion 25 connects the plurality of cylindrical members 24 in a state in which the axial direction of the cylindrical member 24 is arranged in the direction perpendicular to the axial direction of the cylindrical member 24 with the axial direction of the cylindrical member 24 in the vertical direction.
In a state where the plurality of cylindrical members 24 are connected by the connecting portion 25, the upper end surface 2402 and the lower end surface 2404 of the plurality of cylindrical members 24 are respectively located on the same plane.
In the present embodiment, the side surfaces 2406 of the plurality of cylindrical members 24 are attached to each other, and the connecting portion 25 is formed at a location where the side surfaces 2406 of the plurality of cylindrical members 24 are attached. ing.
Moreover, in this Embodiment, the some cylindrical member 24 is bent and connected by the connection part 25 so that it may become the shape along the uneven | corrugated clearance S. As shown in FIG. Since the cylindrical member 24 is elastically deformable, the plurality of cylindrical members 24 may be connected in a straight line, but the plurality of cylindrical members 24 are bent into a shape along the uneven gap S. When connected, it is possible to more easily perform the work of arranging the interspace member 16 in the gap S, and it is advantageous in increasing the assembly work efficiency of the road bridge telescopic device 10.

係止部26は、表面板18の下面1806に係止可能で、橋軸方向における床版2(道路橋)の伸縮が生じた時に筒状部材24が表面板18の上面1802から上方に抜き出されることを阻止するものである。
係止部26は、道路橋の橋軸方向において隙間Sの最大幅よりも大きな寸法を有している。
係止部26は、筒状部材24の下端に設けられ、より詳細には、筒状部材24の直径を通る下端側面の2箇所から筒状部材24の径方向外方に突出し、係止部26の下面は筒状部材24の下端面2404と同一面上に位置している。したがって、本実施の形態では、係止部26は、橋軸方向における床版2(道路橋)の伸縮が生じた時に間詰め部材16が表面板18の上面から上方に抜き出されることを阻止する機能と、止水部材14上に載置され筒状部材24を安定して起立させるための載置面としても機能する。
係止部26は、全ての筒状部材24に設けても良いが、本実施の形態では、複数の筒状部材24毎に一つ設けている。
なお、係止部26は連結部25に設けてもよく、あるいは、筒状部材24の上部に設けてもよいが、実施の形態のように筒状部材24の下端に設けると、筒状部材24の重心が下がって筒状部材24の起立した状態の安定性を高め、また、筒状部材24の載置面として機能することで筒状部材24の起立状態の安定性をより高める上で有利となる。
The locking portion 26 can be locked to the lower surface 1806 of the surface plate 18, and the tubular member 24 is pulled upward from the upper surface 1802 of the surface plate 18 when the floor slab 2 (road bridge) expands and contracts in the bridge axis direction. It will be prevented from being released.
The locking part 26 has a dimension larger than the maximum width of the gap S in the bridge axis direction of the road bridge.
The locking part 26 is provided at the lower end of the cylindrical member 24. More specifically, the locking part 26 protrudes radially outward of the cylindrical member 24 from two places on the side surface of the lower end passing through the diameter of the cylindrical member 24. The lower surface of 26 is located on the same plane as the lower end surface 2404 of the cylindrical member 24. Therefore, in the present embodiment, the locking portion 26 prevents the interlining member 16 from being pulled upward from the upper surface of the surface plate 18 when the floor slab 2 (road bridge) expands and contracts in the bridge axis direction. And functions as a mounting surface for placing the tubular member 24 on the water-stopping member 14 in a stable manner.
Although the locking portion 26 may be provided on all the cylindrical members 24, one locking portion 26 is provided for each of the plurality of cylindrical members 24 in the present embodiment.
In addition, although the latching | locking part 26 may be provided in the connection part 25 or may be provided in the upper part of the cylindrical member 24, if it provides in the lower end of the cylindrical member 24 like embodiment, a cylindrical member will be provided. In order to increase the stability of the standing state of the cylindrical member 24 by lowering the center of gravity of the cylindrical member 24, and to further improve the stability of the standing state of the cylindrical member 24 by functioning as a mounting surface of the cylindrical member 24. It will be advantageous.

さらに、本実施の形態では、道路橋の延在方向と交差する方向における凹凸状の隙間Sの長さよりも短い長さで、複数の筒状部材24が連結部25により連結され係止部26を有する筒状部材ユニット28が複数設けられている。
したがって、間詰め部材16は、複数の筒状部材ユニット28で構成されている。
筒状部材ユニット28は、例えば、図3(A)、(B)に示すように、直径の異なる4種類の筒状部材24A〜24Dが用いられ、合計8つの筒状部材24が連結部25で連結され、そのうちの2つの筒状部材24に係止部26が設けられている。
筒状部材ユニット28は、8つの筒状部材24が直線状に連結されていてもよいし、隙間Sに合わせ屈曲させて連結されていてもよい。
このような筒状部材ユニット28を設けると、幅が異なる道路橋に対して間詰め部材16の汎用性を高める上で有利となる。
なお、道路橋用伸縮装置10が設置される道路橋の幅が決まっている場合は、筒状部材ユニット28を用いる代わりに、筒状部材24が隙間Sの全長にわたって位置するように複数の筒状部材24が連結部25で屈曲されて連結された、あるいは直線状に連結された単一の間詰め部材16を用いても良い。
Furthermore, in the present embodiment, the plurality of tubular members 24 are connected by the connecting portions 25 with a length shorter than the length of the uneven gap S in the direction intersecting with the extending direction of the road bridge, and the locking portions 26. A plurality of cylindrical member units 28 are provided.
Therefore, the padding member 16 includes a plurality of cylindrical member units 28.
For example, as shown in FIGS. 3A and 3B, the cylindrical member unit 28 includes four types of cylindrical members 24 </ b> A to 24 </ b> D having different diameters, and a total of eight cylindrical members 24 are connected to the connecting portion 25. Are connected to each other, and two cylindrical members 24 are provided with locking portions 26.
In the cylindrical member unit 28, eight cylindrical members 24 may be linearly connected, or may be connected by being bent in accordance with the gap S.
Providing such a cylindrical member unit 28 is advantageous in enhancing the versatility of the interposing member 16 for road bridges having different widths.
When the width of the road bridge on which the road bridge telescopic device 10 is installed is determined, a plurality of cylinders are arranged so that the cylindrical member 24 is positioned over the entire length of the gap S instead of using the cylindrical member unit 28. A single filling member 16 in which the shaped member 24 is bent and connected at the connecting portion 25 or connected linearly may be used.

なお、複数の筒状部材24の一部の筒状部材24の側面2406と継手部材12の側板20とを取着するようにしてもよい。たとえば、隙間Sの最大幅時(図4(A)参照)において継手部材12の端面1804と接する筒状部材24の側面2406を、継手部材12の側板20と接着またはねじ等により接合する。
このように間詰め部材16の一部を継手部材12と固定すると、長期変形による間詰め部材16のクリープを防止する上で有利となる。
すなわち、環境温度が高くなり床版2が橋軸方向に伸長して隙間Sが短くなることによって、間詰め部材16が対向する2つの端面1804の間で長期間圧縮変形されているものとする。やがて、環境温度の低下に伴い床版2が橋軸方向に縮小して隙間Sが拡がると、間詰め部材16が側板20に追従して強制的に伸長されることによって長期変形による間詰め部材16のクリープが防止される。
In addition, you may make it attach the side surface 2406 of the one part cylindrical member 24 of the some cylindrical member 24, and the side plate 20 of the coupling member 12. FIG. For example, the side surface 2406 of the cylindrical member 24 that is in contact with the end surface 1804 of the joint member 12 at the maximum width of the gap S (see FIG. 4A) is joined to the side plate 20 of the joint member 12 by bonding or screws.
Thus, fixing a part of the filling member 16 to the joint member 12 is advantageous in preventing creep of the filling member 16 due to long-term deformation.
That is, it is assumed that the space member 2 is compressed and deformed for a long period of time between the two end faces 1804 facing each other because the floor temperature 2 is extended in the direction of the bridge axis and the gap S is shortened because the environmental temperature becomes high. . Eventually, when the floor slab 2 shrinks in the direction of the bridge axis and the gap S widens with a decrease in the environmental temperature, the filling member 16 is forcibly extended following the side plate 20 to cause the filling member due to long-term deformation. 16 creep is prevented.

次に道路橋用伸縮装置10の作用効果について説明する。
図2に示すように、筒状部材24が隙間Sに配置されることにより、隙間Sが補填されるため、自転車やオートバイなどの二輪車の車輪が隙間Sにはまり込むことが防止される。
その際、筒状部材24は断面が筒状であるため、道路橋上に露出する部分の断面積が従来のような細長の矩形板状の部材よりも大きい。したがって、隙間Sの補填面積が従来と比較して大きくなり、隙間Sへの脱輪をより確実に防止する上で有利となる。
また、間詰め部材16は係止部26を備えていることから、筒状部材24が隙間Sから抜落する不具合はなくなり、筒状部材24は隙間Sに常時配置されることになる。したがって、表面板18の端面1804の間(継手部材12の間)に形成される隙間Sの一部を補填する機能を長期間にわたって維持する上で有利となる。
Next, the effect of the road bridge telescopic device 10 will be described.
As shown in FIG. 2, since the cylindrical member 24 is disposed in the gap S, the gap S is compensated, so that a wheel of a motorcycle such as a bicycle or a motorcycle is prevented from getting stuck in the gap S.
At this time, since the cylindrical member 24 has a cylindrical cross section, the cross-sectional area of the portion exposed on the road bridge is larger than that of a conventional elongated rectangular plate member. Therefore, the filling area of the gap S is larger than that in the conventional case, which is advantageous in preventing the wheel S from being removed from the gap S more reliably.
Further, since the interposing member 16 includes the locking portion 26, there is no problem that the tubular member 24 is dropped from the gap S, and the tubular member 24 is always disposed in the gap S. Therefore, it is advantageous in maintaining the function of filling a part of the gap S formed between the end faces 1804 of the surface plate 18 (between the joint members 12) for a long period of time.

また、本実施の形態では、筒状部材24が弾性を有するため、道路橋に伸縮が生じることで、筒状部材24が2つの端面1804で挟圧されたとしても筒状部材24が弾性変形することで対応でき、筒状部材24の破損を抑制できるため、長期間にわたって道路橋用伸縮装置10の機能を維持する上で有利となる。
図4(A)、(B)は、橋軸方向における道路橋の伸縮時における間詰め部材16の挙動を示す説明図である。図4(A)は、道路橋の伸長時を示し、隙間Sの最大幅をS1としている。図4(B)は、橋軸方向における道路橋の縮小時を示し、隙間Sの最小幅をS2としている。
上述したように、筒状部材24の直径は、隙間Sの最大幅S1以下、かつ筒状部材24の側面2406と継手部材12の端面1804との隙間Sに二輪車の車輪がはまり込まない範囲の値に設定されており、図4(A)に示すように道路橋が伸長し隙間Sが大きくなった際にも、隙間Sに二輪車の車輪がはまり込むことがない。
また、図4(B)に示すように道路橋が縮小し隙間Sが小さくなった際には、筒状部材24が弾性変形することにより、その容積を隙間S内に収めつつ、間詰め部材16としての機能を維持することができる。
In the present embodiment, since the cylindrical member 24 has elasticity, the expansion and contraction of the road bridge causes the cylindrical member 24 to be elastically deformed even if the cylindrical member 24 is sandwiched between the two end surfaces 1804. Since it can respond by doing and can suppress the damage of the cylindrical member 24, it will become advantageous when maintaining the function of the expansion device 10 for road bridges over a long period of time.
FIGS. 4A and 4B are explanatory views showing the behavior of the padding member 16 when the road bridge extends and contracts in the bridge axis direction. FIG. 4A shows when the road bridge is extended, and the maximum width of the gap S is S1. FIG. 4B shows the time when the road bridge is reduced in the bridge axis direction, and the minimum width of the gap S is S2.
As described above, the diameter of the cylindrical member 24 is not more than the maximum width S1 of the gap S, and the range in which the wheels of the two-wheeled vehicle do not fit in the gap S between the side surface 2406 of the cylindrical member 24 and the end surface 1804 of the joint member 12. Even when the road bridge extends and the gap S increases as shown in FIG. 4A, the wheels of the motorcycle do not get stuck in the gap S.
As shown in FIG. 4B, when the road bridge is reduced and the gap S is reduced, the tubular member 24 is elastically deformed so that the volume of the tubular member 24 is accommodated in the gap S, and the gap member The function as 16 can be maintained.

また、本実施の形態では、筒状部材24が弾性材料で構成されているため、たとえばスポンジのような発泡体と比較して鉛直方向(重力方向)の剛性が高く、道路橋を通行する二輪車の車輪等をより確実に支持することができる。
また、弾性材料は発泡体よりも長期圧縮に対する復元力が高いので、長期的に圧縮状態となり得る間詰め部材16が塑性変形する可能性を低減することができる。
また、筒状部材24の内部に、スチール等の金属や布などの補強層を設けてもよい。より詳細には、たとえば図5に示すように、筒状部材24の内部で円周方向に沿って補強層32を設ける。これにより、道路橋の伸縮方向(水平方向)への変形に追従可能な剛性を維持しつつ、間詰め部材16の鉛直方向の支持力をより高めることができる。
In the present embodiment, since the cylindrical member 24 is made of an elastic material, for example, a two-wheeled vehicle that has higher rigidity in the vertical direction (gravity direction) than a foamed material such as a sponge and passes through a road bridge. It is possible to more reliably support the wheels and the like.
Further, since the elastic material has a higher restoring force with respect to the long-term compression than the foam, it is possible to reduce the possibility that the padding member 16 that can be in a compressed state for a long time is plastically deformed.
Further, a reinforcing layer such as a metal such as steel or cloth may be provided inside the cylindrical member 24. More specifically, for example, as shown in FIG. 5, a reinforcing layer 32 is provided along the circumferential direction inside the cylindrical member 24. Thereby, the support force of the vertical direction of the padding member 16 can be raised more, maintaining the rigidity which can follow the deformation | transformation to the expansion-contraction direction (horizontal direction) of a road bridge.

また、本実施の形態では、間詰め部材16を、複数の筒状部材ユニット28により構成することで、長期使用による摩耗などによる交換作業を容易におこなうことができる。すなわち、隙間Sを補填する筒状部材24の劣化や損傷が発生した場合に、大掛かりな作業を行うことなく、交換が必要な筒状部材24が含まれる筒状部材ユニット28のみを容易に交換することができる。したがって、保守費用の低減を図りつつ、道路橋用伸縮装置10の機能を維持する上で有利となる。   Further, in the present embodiment, the interstitial member 16 is constituted by a plurality of cylindrical member units 28, whereby replacement work due to wear due to long-term use or the like can be easily performed. That is, when the tubular member 24 that fills the gap S is deteriorated or damaged, only the tubular member unit 28 including the tubular member 24 that needs to be replaced is easily replaced without performing a large-scale operation. can do. Therefore, it is advantageous in maintaining the function of the road bridge telescopic device 10 while reducing the maintenance cost.

(第2の実施の形態)
次に図6(A)、(B)を参照して第2の実施の形態について説明する。
第2の実施の形態は、連結部25の構成が第1の実施の形態と異なっている。なお、第1の実施の形態と同一または同様の部分、部材には同一の符号を付して説明を省略し、異なった部分を重点的に説明する。
第2の実施の形態では、複数の筒状部材24を連結する連結部25が連結部材30で構成されている。
連結部材30は、筒状部材24の軸心方向と交差する方向に延在し隣り合う筒状部材24どうしを連結している。
連結部材30は長方形の板状を呈し、一対の長辺部分が隣り合う筒状部材24の側面2406に接合されている。
長辺部分の長さは筒状部材24の長さと同一であり、したがって、長方形を呈する連結部材30の上側の短辺部分は、筒状部材24の上端面2402と同一面上に位置し、下側の短辺部分は筒状部材の下端面2404と同一面上に位置し、連結部材30の下側の短辺部分は、筒状部材24を起立保持する載置面としても機能する。
(Second Embodiment)
Next, a second embodiment will be described with reference to FIGS.
The second embodiment is different from the first embodiment in the configuration of the connecting portion 25. In addition, the same code | symbol is attached | subjected to the part or member which is the same as that of 1st Embodiment, or a member, description is abbreviate | omitted, and a different part is demonstrated intensively.
In the second embodiment, a connecting portion 25 that connects a plurality of cylindrical members 24 is constituted by a connecting member 30.
The connecting member 30 extends in a direction intersecting with the axial direction of the cylindrical member 24 and connects adjacent cylindrical members 24 to each other.
The connecting member 30 has a rectangular plate shape, and a pair of long side portions are joined to the side surface 2406 of the adjacent cylindrical member 24.
The length of the long side portion is the same as the length of the cylindrical member 24, and therefore, the short side portion on the upper side of the connecting member 30 having a rectangular shape is located on the same plane as the upper end surface 2402 of the cylindrical member 24, The lower short side portion is located on the same plane as the lower end surface 2404 of the cylindrical member, and the lower short side portion of the connecting member 30 also functions as a mounting surface for holding the cylindrical member 24 upright.

なお、筒状部材24と連結部材30とを別個に形成し、筒状部材24の側面2406と連結部材30の長辺部分とを接着してもよいし、筒状部材24と連結部材30とを一体形成してもよい。
連結部材30は筒状部材24と比較して体積が少なく剛性が低いため、変形しやすい。このため、隙間Sの凹凸形状に合わせて連結部材30を変形させることにより、間詰め部材16を簡単に設置する上で有利となる。
すなわち、第2の実施の形態によれば、間詰め部材16の形状と隙間Sの凹凸形状とが厳密に一致しなくても間詰め部材16の設置が容易となることは無論のこと、筒状部材24を直線状に並べた間詰め部材16であっても、連結部材30を変形させることで間詰め部材16の設置が容易となる。
なお、第2の実施の形態では連結部材30を矩形板状としたが、これに限らず、たとえば、筒状部材24の側面2406から筒状部材24の半径方向外方に棒状に突出する構造としてもよい。
The cylindrical member 24 and the connecting member 30 may be formed separately, and the side surface 2406 of the cylindrical member 24 and the long side portion of the connecting member 30 may be bonded, or the cylindrical member 24 and the connecting member 30 may be bonded together. May be integrally formed.
Since the connecting member 30 has a smaller volume and lower rigidity than the cylindrical member 24, the connecting member 30 is easily deformed. For this reason, it becomes advantageous when installing the interposing member 16 simply by deform | transforming the connection member 30 according to the uneven | corrugated shape of the clearance gap S. FIG.
That is, according to the second embodiment, it is a matter of course that the interposing member 16 can be easily installed even if the shape of the interposing member 16 and the uneven shape of the gap S do not exactly match. Even if it is the filling member 16 which arranged the linear member 24 in linear form, installation of the filling member 16 becomes easy by deform | transforming the connection member 30. FIG.
In the second embodiment, the connecting member 30 has a rectangular plate shape. However, the present invention is not limited to this. For example, the connecting member 30 protrudes in a rod shape from the side surface 2406 of the cylindrical member 24 outward in the radial direction of the cylindrical member 24. It is good.

なお、実施の形態では、継手部材12が、互いに対向する床版2の端部に取着される場合について説明したが、継手部材12は、道路橋を構成する要素の互いに対向する端部と共に道路橋の継ぎ目部を構成するものであればよく、継手部材12が互いに対向する橋台の端部と床版2の端部とに取着されてもよい。   In addition, although embodiment demonstrated the case where the joint member 12 was attached to the edge part of the floor slab 2 which mutually opposes, the joint member 12 is with the edge part which mutually opposes the element which comprises a road bridge. The joint member 12 may be attached to the end portion of the abutment and the end portion of the floor slab 2 that constitute a joint portion of the road bridge.

S 隙間
4 継ぎ目部
10 道路橋用伸縮装置
12 継手部材
14 止水部材
16 間詰め部材
18 表面板
1802 上面
1804 端面
1806 下面
20 側板
24 筒状部材
2402 上端面
2404 下端面
2406 側面
25 連結部
26 係止部
28 筒状部材ユニット
30 連結部材
32 補強層
S Gap 4 Seam 10 Road bridge expansion and contraction device 12 Joint member 14 Water stop member 16 Filling member 18 Surface plate 1802 Upper surface 1804 End surface 1806 Lower surface 20 Side plate 24 Cylindrical member 2402 Upper surface 2404 Lower surface 2406 Side surface 25 Connecting portion 26 Stop part 28 Cylindrical member unit 30 Connecting member 32 Reinforcing layer

Claims (8)

一対の継手部材と止水部材と間詰め部材と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、
前記一対の継手部材は、前記互いに対向する端部にそれぞれ取着されて道路橋の上面と同一面をなす表面板を有し、
互いに向かい合う前記表面板の端面の間に道路橋の延在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、
前記止水部材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し、
前記間詰め部材は、前記隙間の一部を補填するように前記凹凸状の隙間に配置される道路橋用伸縮装置であって、
前記間詰め部材は、軸心方向を上下方向に向けて前記凹凸状の隙間に挿入され前記凹凸状の隙間の全長にわたって配置される弾性変形可能な複数の筒状部材と、前記複数の筒状部材を連結する連結部と、前記筒状部材または前記連結部に設けられ前記表面板の下面に係止可能で前記筒状部材が前記表面板の上面から上方に抜き出されることを阻止する係止部とで構成され、
前記複数の筒状部材は、それらの下端面が前記止水部材に載置され、それらの上端面が前記隙間から前記表面板の上面側に露出している、
ことを特徴とする道路橋用伸縮装置。
A seam portion of the road bridge is configured with a pair of joint members, a water stop member, and a padding member, together with opposite ends of elements constituting the road bridge,
The pair of joint members have surface plates that are respectively attached to the end portions facing each other and are flush with the upper surface of the road bridge;
An uneven gap extending in the direction intersecting with the extending direction of the road bridge is formed between the end faces of the face plates facing each other,
The water stop member is extendable in the direction of the bridge axis and connects between the opposite ends under the surface plate,
The interstitial member is a road bridge expansion and contraction device arranged in the uneven gap so as to compensate a part of the gap,
The interstitial members are inserted into the concavo-convex gap with the axial direction directed in the up-down direction, and are arranged over the entire length of the concavo-convex gap. A connecting portion that connects members, and a member that is provided on the cylindrical member or the connecting portion and that can be locked to the lower surface of the surface plate and prevents the cylindrical member from being pulled upward from the upper surface of the surface plate. It consists of a stop and
The plurality of cylindrical members have their lower end surfaces placed on the water stop member, and their upper end surfaces are exposed from the gap to the upper surface side of the surface plate,
A telescopic device for road bridges.
前記複数の筒状部材が道路橋の延在方向と交差する方向における前記凹凸状の隙間の長さよりも短い長さで前記連結部により連結され前記係止部を有する筒状部材ユニットが複数設けられ、
前記間詰め部材は、前記複数の筒状部材ユニットで構成されている、
ことを特徴とする請求項1記載の道路橋用伸縮装置。
A plurality of cylindrical member units that are connected by the connecting portion with a length shorter than the length of the uneven gap in the direction in which the plurality of cylindrical members intersect the extending direction of the road bridge are provided. And
The padding member is composed of the plurality of tubular member units.
The road bridge telescopic device according to claim 1.
前記複数の筒状部材は、それらの側面どうしが取着され、
前記連結部は、前記複数の筒状部材の側面どうしが取着された箇所で形成されている、
ことを特徴とする請求項1または2記載の道路橋用伸縮装置。
The side surfaces of the plurality of cylindrical members are attached,
The connecting portion is formed at a location where the side surfaces of the plurality of tubular members are attached.
A telescopic device for a road bridge according to claim 1 or 2.
前記筒状部材の軸心方向と交差する方向に延在し隣り合う前記筒状部材どうしを連結する弾性変形可能な連結部材が設けられ、
前記連結部は、前記連結部材で形成されている、
ことを特徴とする請求項1または2記載の道路橋用伸縮装置。
An elastically deformable connecting member that extends in a direction intersecting the axial direction of the cylindrical member and connects the adjacent cylindrical members is provided,
The connecting portion is formed of the connecting member.
A telescopic device for a road bridge according to claim 1 or 2.
前記複数の筒状部材は前記連結部により前記凹凸状の隙間に沿った形状で屈曲されて連結されている、
ことを特徴とする請求項1から4のいずれか一つに記載の道路橋用伸縮装置。
The plurality of cylindrical members are bent and connected by the connecting portion in a shape along the uneven gap,
The expansion / contraction apparatus for road bridges as described in any one of Claim 1 to 4 characterized by the above-mentioned.
前記筒状部材には、直径の異なる少なくとも2種類の筒状部材が用いられ、
直径の大きい筒状部材と直径の小さい筒状部材とが交互に位置するように前記連結部により連結されている、
ことを特徴とする請求項1から5のいずれか一つに記載の道路橋用伸縮装置。
For the cylindrical member, at least two types of cylindrical members having different diameters are used,
The cylindrical member having a large diameter and the cylindrical member having a small diameter are connected by the connecting portion so as to be alternately positioned.
The road bridge telescopic device according to any one of claims 1 to 5.
前記筒状部材の内部に、周方向に沿った布または金属製の補強層が設けられている、
ことを特徴とする請求項1から6のいずれか一つに記載の道路橋用伸縮装置。
Inside the cylindrical member, a cloth or metal reinforcement layer along the circumferential direction is provided,
The expansion / contraction device for a road bridge according to any one of claims 1 to 6.
前記一対の継手部材は、前記端部に取着される側板を有し、
前記表面板は、前記側板の上部から突設され、
前記複数の筒状部材の一部の筒状部材の側面と前記側板とが取着されている、
ことを特徴とする請求項1から7のいずれか一つに記載の道路橋用伸縮装置。
The pair of joint members have side plates attached to the end portions,
The surface plate protrudes from the top of the side plate,
Side surfaces of some of the cylindrical members and the side plates are attached,
The road bridge telescopic device according to any one of claims 1 to 7.
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