JP4048647B2 - Telescopic device for bridge joint - Google Patents

Telescopic device for bridge joint Download PDF

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Publication number
JP4048647B2
JP4048647B2 JP10386199A JP10386199A JP4048647B2 JP 4048647 B2 JP4048647 B2 JP 4048647B2 JP 10386199 A JP10386199 A JP 10386199A JP 10386199 A JP10386199 A JP 10386199A JP 4048647 B2 JP4048647 B2 JP 4048647B2
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Japan
Prior art keywords
bridge
girder
fingers
end side
finger
Prior art date
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Expired - Fee Related
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JP10386199A
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Japanese (ja)
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JP2000290914A (en
Inventor
孝一 三浦
一夫 宮川
不二雄 鈴木
潔 中山
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Sumitomo Metal Industries Ltd
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Sumitomo Metal Industries Ltd
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Priority to JP10386199A priority Critical patent/JP4048647B2/en
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  • Bridges Or Land Bridges (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、橋梁継目の伸縮装置に関するものである。
【0002】
【従来の技術】
橋梁継目の大幅な伸縮量にも十分に追随でき、かつ、防水及び防塵が完全で、しかも、回転の際に路面に凹凸を生じない軽量な伸縮装置を、本出願人は特公昭52−32173号で提案した。
【0003】
この伸縮装置は、図5に示すように、下端を互いにピン1aaによって枢着し、上端を対向する橋端部材2a,2bの端部に端横梁6a,6bを介して夫々ピン1abによって枢着したV型リンク1aと、このV型リンク1aの各中央部に下端をそれぞれピン1baによって枢着し、かつ、前記したV型リンク1aの上端枢着部と同一高さにおいて上端を互いに軸1bbによって枢着した逆V型リンク1bとからなるリンク機構1を、対向する橋端部材2a,2b間において、幅方向に所定の間隔を存して設けると共に、前記逆V型リンク1bの軸1bb上に、前記橋端部材2a,2bに基端を枢着した夫々のフィンガー3a,3bの先端側を交互に載置し、かつ、これらのフィンガー3a,3b上に支持部材4を介して可撓板5を配置した構成である。
【0004】
【発明が解決しようとする課題】
しかしながら、上記した従来の構造の伸縮装置においては、フィンガーに作用する荷重をリンク機構によって支持する構成であるので、高さ方向に大きなスペースが必要であった。なお、高さ方向のスペースを抑えた伸縮装置として、フィンガー部のみを用いたものもあるが、このような伸縮装置では、橋梁に発生する橋軸以外の方向の変位に対して追従することができない。
【0005】
本発明は、上記した従来の問題点に鑑みてなされたものであり、高さ方向に大きなスペースを必要とせず、しかも、橋軸以外の方向の変位にも十分に追従することができる橋梁継目の伸縮装置を提供することを目的としている。
【0006】
【課題を解決するための手段】
上記した目的を達成するために、本発明に係る橋梁継目の伸縮装置は、
一定数を櫛状にした一方と他方をオーバーラップさせて一組に形成した対をなすフィンガーと渡り桁からなり、
前記フィンガーを形成する一方は、一方の橋桁端部に固定され、先端側に位置する他方、前記橋桁端部に橋軸方向に摺動が自在なように設けられ、
前記渡り桁は、前記フィンガーの先端側にユニバーサルジョイントを介して先端側が連結され、基端側は他方の橋桁端部にユニバーサルジョイントを介して連結することとしている。そして、このようにすることで、高さ方向に大きなスペースを必要とせず、かつ、橋軸以外の方向の変位にも十分に追従することができるようになる。
【0007】
【発明の実施の形態】
本発明に係る橋梁継目の伸縮装置は、
向かい合う橋桁端部間に介設される橋梁継目の伸縮装置であって、
一定数を櫛状にした一方と他方をオーバーラップさせて一組に形成した対をなすフィンガーと渡り桁からなり、
前記フィンガーを形成する一方は、一方の橋桁端部に固定され、先端側に位置する他方、前記橋桁端部に橋軸方向に摺動が自在なように設けられ、
前記渡り桁は、前記フィンガーの先端側にユニバーサルジョイントを介して先端側が連結され、基端側は他方の橋桁端部にユニバーサルジョイントを介して連結されているものである。
【0008】
本発明に係る橋梁継目の伸縮装置では、橋軸方向の変位に対してはフィンガー先端部が摺動することにより吸収し、橋軸以外の方向の変位は渡り桁の両端に設けたユニバーサルジョイントによって吸収する。
【0009】
【実施例】
以下、本発明に係る橋梁継目の伸縮装置を図1〜図4に示す一実施例に基づいて説明する。
図1は本発明に係る橋梁継目の伸縮装置を設置した時の側面図、図2(a)は図1を平面方向から見た図、(b)は(a)の部分拡大図、図3は橋軸方向に変位した場合の図1と同様の図、図4(a)は橋軸と直角方向に変位した場合の図1と同様の図、(b)は(a)を平面方向から見た図である。
【0010】
図1〜図4において、11は後述するフィンガー14部と同じ幅を有する横梁であり、例えば橋桁Aに固定配置した架台12上に、下沓13を介して固定されている。
14は一定数を櫛状にして一組に形成した対をなすフィンガーであり、基端側に配置される一方14aは、前記横梁11と、この横梁11と同様にフィンガー14部と同じ幅を有し、橋桁Aに固定配置した架台12上に下沓13を介して固定された脚部材22に固定されている。また、先端側に配置される他方14bは、両端に固定された脚部材22の裏面に取付けた上沓15を介して、前記架台12上の下沓13上に摺動が自在なように戴置されている。
【0011】
16は前記した横梁11や脚部材22と同様、フィンガー14部と同じ幅を有する架台であり、例えば橋台Bに固定されている。そして、この架台16の橋桁Aと対向する面にはユニバーサルジョイント17が取付けられている。
【0012】
18は前記したフィンガー14の他方14bと同様、両端に脚部材22を固定した渡り桁であり、基端側は橋台Bに固定された架台16上に球面支承部材20を介して取付けられ、先端側は橋桁Aに固定された架台12上面の下沓13上に、上沓15を介して摺動が自在なように戴置されている。加えて、この渡り桁18は、先端側をフィンガー14の他方14bの先端側とユニバーサルジョイント19を介して取り付けられ、また、基端側は前記ユニバーサルジョイント17に連結されている。
【0013】
なお、本発明に係る橋梁継目の伸縮装置における初期設定状態のフィンガー14の一方14aと他方14bのオーバーラップ量、及び、渡り桁18の架台12に対するオーバーラップ量は、吸収しようとする伸縮量に応じて設定してあることは言うまでもない。
【0014】
本発明に係る橋梁継目の伸縮装置は上記した構成であり、橋軸方向に変位が生じた場合、すなわち、横梁11と橋台B上の架台16間の距離が変動した場合には、図3に示したように、フィンガー14の作用によって、先端側に位置する他方14bが下沓13上を摺動して橋軸方向に移動する。この移動量はフィンガー14のオーバーラップ量で吸収される。
【0015】
一方、橋軸以外の方向の変位に対しては、渡り桁18の両端を連結するユニバーサルジョイント17,19の作用によって吸収する。例えば図4は橋軸と直角方向に250mm変位した場合を示した図であるが、このような橋軸以外の方向の変位に対しては、2個のユニバーサルジョイント17,19によって、図4(b)に示したように、渡り桁18が傾くことにより変位を吸収する。
【0016】
このように渡り桁18が傾いた際にも、渡り桁18における橋梁幅方向の離反する一方側と、フィンガー14の他方14a及び架台16との間隔が大きくならないようにするため、本実施例では、図2及び図4(b)に示したように、渡り桁18の両端を鋸刃状に形成すると共に、渡り桁18の基端に相対する架台16の端面を、渡り桁18の先端と相対するフィンガー14の他方14bと同様な形状となしている。これによって、渡り桁18が傾いた際には、渡り桁18における橋梁幅方向の接近する他方側の鋸刃状部がフィンガー14の他方14bや架台16の端面に噛み合うようになるので、渡り桁18における橋梁幅方向の離反する一方側と、フィンガー14の他方14a及び架台16との間隔を小さくすることができる。
【0017】
また、本発明に係る橋梁継目の伸縮装置では、例えば埋立地に連絡橋を設けた場合に、埋立地が沈下して遊間距離が拡大するような場合には、図4(a)に示すように、架台16と橋台B間にブロック21を挿入することで、対処できるため、伸縮装置全体の寸法を小さくすることができる。
【0018】
【発明の効果】
以上説明したように、本発明に係る橋梁継目の伸縮装置によれば、上記した構成を採用することで、伸縮装置全体の高さを大きくすることなく、橋軸方向の変位に対しては、対をなすフィンガーオーバーラップ量で、また、橋軸以外の方向の変位に対しては、2個のユニバーサルジョイントで追随できるようになる。従って、周辺の景観を損なうことがなく、道路周辺の景観保護にも最適である。
【図面の簡単な説明】
【図1】本発明に係る橋梁継目の伸縮装置を設置した時の側面図である。
【図2】(a)は図1を平面方向から見た図、(b)は(a)の部分拡大図である。
【図3】橋軸方向に変位した場合の図1と同様の図である。
【図4】(a)は橋軸と直角方向に変位した場合の図1と同様の図、(b)は(a)を平面方向から見た図である。
【図5】従来の橋梁継目の伸縮装置を一部断面して示す正面図である。
【符号の説明】
A 橋桁
B 橋台
14 フィンガー
17 ユニバーサルジョイント
18 渡り桁
19 ユニバーサルジョイント
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a telescopic device for a bridge joint.
[0002]
[Prior art]
Japanese Patent Publication No. Sho 52-32173 is a lightweight telescopic device that can sufficiently follow a large amount of expansion and contraction of a bridge joint, is completely waterproof and dustproof, and does not cause unevenness on the road surface during rotation. Proposed in the issue.
[0003]
As shown in FIG. 5, the telescopic device has a lower end pivotally connected to each other by a pin 1aa, and an upper end is pivotally attached to the ends of the bridge end members 2a and 2b opposite to each other by end pins 6a and 6b. The V-shaped link 1a and the lower ends of the V-shaped links 1a are pivotally connected to the respective central portions by pins 1ba, and the upper ends of the V-shaped links 1a are at the same height as the upper-end pivoting portions of the V-shaped links 1a. A link mechanism 1 composed of an inverted V-shaped link 1b pivotally attached by means of is provided with a predetermined interval in the width direction between the facing bridge end members 2a, 2b, and the shaft 1bb of the inverted V-shaped link 1b. Further, the distal ends of the fingers 3a and 3b pivotally attached to the bridge end members 2a and 2b are alternately placed on the bridge end members 2a and 2b, and the support members 4 are provided on the fingers 3a and 3b. Arranged the flexure plate 5 It is formed.
[0004]
[Problems to be solved by the invention]
However, since the expansion device having the conventional structure described above is configured to support the load acting on the fingers by the link mechanism, a large space is required in the height direction. In addition, some telescopic devices that suppress the space in the height direction use only the fingers, but such telescopic devices can follow displacements in directions other than the bridge axis generated in the bridge. Can not.
[0005]
The present invention has been made in view of the above-described conventional problems, does not require a large space in the height direction, and can sufficiently follow displacement in directions other than the bridge axis. It aims to provide a telescopic device.
[0006]
[Means for Solving the Problems]
In order to achieve the above object, the expansion device for the bridge joint according to the present invention is:
Composed of a pair of fingers and a crossing girder that form a set by overlapping one and the other in a comb-like shape,
While forming the fingers is fixed to one of the bridge girder ends, the other located at the top side, the sliding is found provided so as to freely bridge axis direction to the bridge girder ends,
The crossing girder is connected to the tip end side of the finger via a universal joint, and the base end side is connected to the other bridge girder end portion via the universal joint. By doing so, a large space is not required in the height direction, and the displacement in the direction other than the bridge axis can be sufficiently followed.
[0007]
DETAILED DESCRIPTION OF THE INVENTION
The expansion device of the bridge joint according to the present invention is
An expansion device for a bridge joint interposed between the ends of facing bridge girders,
Composed of a pair of fingers and a crossing girder that form a set by overlapping one and the other in a comb-like shape,
While forming the fingers is fixed to one of the bridge girder ends, the other located at the top side, the sliding is found provided so as to freely bridge axis direction to the bridge girder ends,
The crossover digits, the coupled tip side through a universal joint to the distal end side of the finger, the proximal is Tei shall be connected via a universal joint to the other bridge girder ends.
[0008]
In the expansion device of the bridge joint according to the present invention, the displacement in the direction of the bridge axis is absorbed by the sliding of the finger tip, and the displacement in the direction other than the bridge axis is caused by the universal joints provided at both ends of the bridge girder. Absorb.
[0009]
【Example】
Hereinafter, a telescopic device for a bridge joint according to the present invention will be described based on an embodiment shown in FIGS.
1 is a side view when the expansion device for a bridge joint according to the present invention is installed, FIG. 2A is a view of FIG. 1 viewed from the plane direction, FIG. 1B is a partially enlarged view of FIG. 1 is the same view as FIG. 1 when displaced in the direction of the bridge axis, FIG. 4A is the same view as FIG. 1 when displaced in the direction perpendicular to the bridge axis, and FIG. FIG.
[0010]
In FIG. 1 to FIG. 4, reference numeral 11 denotes a horizontal beam having the same width as a later-described finger 14, and is fixed on a gantry 12 fixedly disposed on a bridge girder A via a lower bar 13, for example.
Reference numeral 14 denotes a pair of fingers formed in a pair with a certain number of combs, and one side 14a arranged on the base end side has the same width as the lateral beam 11 and the finger 14 as in the case of the horizontal beam 11. And fixed to a leg member 22 fixed on a base 12 fixedly arranged on a bridge girder A via a lower rod 13. Further, the other 14b arranged on the front end side is slidable on the lower rod 13 on the gantry 12 via the upper rod 15 attached to the back surface of the leg member 22 fixed to both ends. Is placed.
[0011]
Reference numeral 16 denotes a gantry having the same width as that of the finger 14 as in the case of the cross beam 11 and the leg member 22 described above. A universal joint 17 is attached to the surface of the gantry 16 facing the bridge beam A.
[0012]
Reference numeral 18 denotes a crossing girder having leg members 22 fixed to both ends in the same manner as the other 14b of the finger 14 described above, and the base end side is mounted on a base 16 fixed to the abutment B via a spherical support member 20, The side is placed on the lower rod 13 on the upper surface of the gantry 12 fixed to the bridge girder A so as to be slidable through the upper rod 15. In addition, the crossing girder 18 is attached on the distal end side to the distal end side of the other 14 b of the finger 14 via the universal joint 19, and is connected to the universal joint 17 on the proximal end side.
[0013]
In addition, in the expansion device of the bridge joint according to the present invention, the overlap amount of one finger 14a and the other 14b of the finger 14 in the initial setting state and the overlap amount of the crossing girder 18 with respect to the gantry 12 are the expansion amount to be absorbed. Needless to say, it is set accordingly.
[0014]
The expansion device of the bridge joint according to the present invention has the above-described configuration. When displacement occurs in the direction of the bridge axis, that is, when the distance between the horizontal beam 11 and the gantry 16 on the abutment B varies, FIG. As shown, the other 14b located on the distal end side slides on the lower rod 13 and moves in the bridge axis direction by the action of the finger 14. This amount of movement is absorbed by the amount of overlap of the fingers 14.
[0015]
On the other hand, displacements in directions other than the bridge axis are absorbed by the action of the universal joints 17 and 19 that connect both ends of the crossing girder 18. For example, FIG. 4 is a view showing a case where the displacement is 250 mm in a direction perpendicular to the bridge axis. For such a displacement in a direction other than the bridge axis, the two universal joints 17 and 19 cause the displacement in FIG. As shown in b), the displacement girder 18 is inclined to absorb the displacement.
[0016]
In this embodiment, even when the crossing girder 18 is tilted in this way, the distance between the one side of the crossing girder 18 that is separated in the bridge width direction and the other 14a of the finger 14 and the mount 16 is not increased. 2 and 4 (b), both ends of the crossing girder 18 are formed in a saw blade shape, and the end surface of the gantry 16 facing the base end of the crossing girder 18 is defined as the tip of the crossing girder 18. The shape is the same as that of the other 14 b of the opposing fingers 14. Thus, when the crossing girder 18 is tilted, the other side saw blade-like portion of the crossing girder 18 approaching in the bridge width direction comes to mesh with the other 14b of the finger 14 and the end face of the gantry 16. The space | interval with the other side 14a of the finger | toe 14 and the mount frame 16 can be made small.
[0017]
Moreover, in the expansion device of the bridge joint according to the present invention, for example, when a connecting bridge is provided in the landfill, when the landfill sinks and the play distance increases, as shown in FIG. Moreover, since it can cope by inserting the block 21 between the mount frame 16 and the abutment B, the dimension of the whole expansion-contraction apparatus can be made small.
[0018]
【The invention's effect】
As described above, according to the expansion device of the bridge joint according to the present invention, by adopting the above configuration, without increasing the height of the entire expansion device, for displacement in the direction of the bridge axis, With the amount of finger overlap that forms a pair, and displacement in directions other than the bridge axis, two universal joints can follow. Therefore, the surrounding scenery is not impaired, and it is optimal for protecting the scenery around the road.
[Brief description of the drawings]
FIG. 1 is a side view when an expansion device for a bridge joint according to the present invention is installed.
2A is a diagram of FIG. 1 viewed from a plane direction, and FIG. 2B is a partially enlarged view of FIG.
FIG. 3 is a view similar to FIG. 1 when displaced in the direction of the bridge axis.
4A is a view similar to FIG. 1 when displaced in a direction perpendicular to the bridge axis, and FIG. 4B is a view of FIG.
FIG. 5 is a front view showing a partial cross-sectional view of a conventional expansion device for a bridge joint.
[Explanation of symbols]
A Bridge girder B Abutment 14 Finger 17 Universal joint 18 Transition girder 19 Universal joint

Claims (1)

向かい合う橋桁端部間に介設される橋梁継目の伸縮装置であって、
一定数を櫛状にした一方と他方をオーバーラップさせて一組に形成した対をなすフィンガーと渡り桁からなり、
前記フィンガーを形成する一方は、一方の橋桁端部に固定され、先端側に位置する他方、前記橋桁端部に橋軸方向に摺動が自在なように設けられ、
前記渡り桁は、前記フィンガーの先端側にユニバーサルジョイントを介して先端側が連結され、基端側は他方の橋桁端部にユニバーサルジョイントを介して連結されていることを特徴とする橋梁継目の伸縮装置。
An expansion device for a bridge joint interposed between the ends of facing bridge girders,
Composed of a pair of fingers and a crossing girder that form a set by overlapping one and the other in a comb-like shape,
While forming the fingers is fixed to one of the bridge girder ends, the other located at the top side, the sliding is found provided so as to freely bridge axis direction to the bridge girder ends,
The crossover digits, the fingers are connected the front end side through a universal joint to the distal end side of the base end side extension device bridge joint, characterized in Tei Rukoto linked via a universal joint to the other bridge girder ends .
JP10386199A 1999-04-12 1999-04-12 Telescopic device for bridge joint Expired - Fee Related JP4048647B2 (en)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10386199A JP4048647B2 (en) 1999-04-12 1999-04-12 Telescopic device for bridge joint

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Publication Number Publication Date
JP2000290914A JP2000290914A (en) 2000-10-17
JP4048647B2 true JP4048647B2 (en) 2008-02-20

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CN109736190B (en) * 2019-02-13 2024-03-15 安徽尚德科技有限公司 Large-expansion single-slit expansion device for railway bridge

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