JP2000096503A - Expansion device for bridge - Google Patents

Expansion device for bridge

Info

Publication number
JP2000096503A
JP2000096503A JP10264322A JP26432298A JP2000096503A JP 2000096503 A JP2000096503 A JP 2000096503A JP 10264322 A JP10264322 A JP 10264322A JP 26432298 A JP26432298 A JP 26432298A JP 2000096503 A JP2000096503 A JP 2000096503A
Authority
JP
Japan
Prior art keywords
bridge
plate
intermediate member
fingers
plates
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP10264322A
Other languages
Japanese (ja)
Other versions
JP3677573B2 (en
Inventor
Toshinari Oda
俊成 小田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nitta Corp
Original Assignee
Nitta Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nitta Corp filed Critical Nitta Corp
Priority to JP26432298A priority Critical patent/JP3677573B2/en
Publication of JP2000096503A publication Critical patent/JP2000096503A/en
Application granted granted Critical
Publication of JP3677573B2 publication Critical patent/JP3677573B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide an expansion device for a bridge, which can absorb a large amount of movement in the direction of a bridge shaft or the direction orthogonal to the bridge shaft, and does not hinder traffic of vehicles through the bridge. SOLUTION: This expansion device for a bridge includes plates 1, 1 which are secured to an upper portion of an abutment or a bridge girder on one side and to an upper portion of a bridge girder on the other side, the upper portions facing to each other. One of the plates 1 has a plurality of fingers 2 arranged in a manner protruding toward the other plate 1 in the direction orthogonal to a bridge shaft, and the other plate 1 has a plurality of fingers 2 arranged on the upper surface thereof in the direction orthogonal to the bridge. Further, one plate 1 is disposed so as to cover a part of the other plate 1, and the fingers 2 of one plate 1 are each inserted into a space between the adjacent fingers 2 of the other plate 1 with a play. In this case, an intermediate member 3 for filling at least part of a gap between the fingers 2, 2 of the respective plates 1, 1 disposed on the other plate 1 is provided.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、ラップ式の橋梁
用伸縮装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a wrapping type telescopic device for a bridge.

【0002】[0002]

【従来の技術】ラップ式の橋梁用伸縮装置は、例えば図
12に示すように、遊間Uを有して隣り合う橋桁H,Hの
各対向面上部に固定配置されたフィンガー40を有するプ
レート4を、一方のプレート4が他方のプレート4の一
部に被さるように構成されており、橋桁H,Hの温度変
化等による伸縮を、両方のプレート4,4が相対移動
し、一方のプレート4のフィンガー40が他方のプレート
4の隣り合うフィンガー40,40相互間に挿脱される態様
で吸収されるようにしてある。
2. Description of the Related Art A lap-type telescopic device for a bridge, for example,
As shown in FIG. 12, one plate 4 covers a part of the other plate 4 with the plate 4 having the finger 40 fixedly arranged on the upper surface of each of the adjacent bridge girders H, H having the play U. When the bridge girders H and H expand and contract due to a temperature change or the like, the two plates 4 and 4 move relative to each other, and the fingers 40 of one plate 4 It is designed to be absorbed in a manner to be inserted and removed between.

【0003】しかしながら、上記橋梁用伸縮装置では、
車両通行の安全上、両プレート4,4のフィンガー40,
40間には大きな隙間を取ることができない。故に、地震
等により橋軸方向又は橋軸直角方向に橋桁H,Hが大き
く相対移動した場合、橋桁H,Hの相対移動を十分に吸
収することはできない。
[0003] However, in the above-mentioned telescopic device for bridges,
For safety of vehicle traffic, fingers 40 of both plates 4 and 4
There cannot be a large gap between them. Therefore, when the bridge girders H, H are relatively moved in the bridge axis direction or in the direction perpendicular to the bridge axis due to an earthquake or the like, the relative movements of the bridge girders H, H cannot be sufficiently absorbed.

【0004】また、橋桁H,Hが地震等により橋軸方向
又は橋軸直角方向に大きく相対移動した場合には、相対
向するプレート4,4相互が衝突し、フィンガー40等が
損傷するだけでなく他の橋梁部材までも損傷する恐れが
ある。特に、免震設計の橋梁では、橋梁の免震機能まで
も損なう恐れがある。また、フィンガー40に損傷が生じ
た場合、緊急車両の通過ができなくなったりして救助活
動に大きな問題となる。
If the bridge girders H and H move relatively in the direction of the bridge axis or in the direction perpendicular to the bridge axis due to an earthquake or the like, the opposing plates 4 and 4 collide with each other, and the fingers 40 and the like are only damaged. Other bridge members may be damaged. Particularly, in the case of a seismically isolated bridge, the seismic isolation function of the bridge may be impaired. Further, if the finger 40 is damaged, emergency vehicles cannot pass therethrough, which is a serious problem in rescue operations.

【0005】[0005]

【発明が解決しようとする課題】そこで、この発明は、
橋軸方向又は橋軸直角方向の大きな移動量を吸収でき、
しかも車両の通行にも支障が出ない橋梁用伸縮装置を提
供することを課題とする。
SUMMARY OF THE INVENTION Therefore, the present invention
It can absorb a large amount of movement in the bridge axis direction or the direction perpendicular to the bridge axis,
Moreover, it is an object of the present invention to provide a bridge telescopic device that does not interfere with vehicle traffic.

【0006】[0006]

【課題を解決するための手段】(請求項1記載の発明)
請求項1記載の発明は、一方側の橋台又は橋桁と他方側
の橋桁の対向する上域部分にそれぞれ固定されたプレー
トを具備し、いずれか一方のプレートは他方のプレート
側に突出するように橋軸直角方向に複数配列されたフィ
ンガーを有し、他方のプレートは上面に橋軸直角方向に
複数配列されたフィンガーを有し、一方のプレートが他
方のプレートの一部に被さるようにしていると共に、一
方のプレートのフィンガーが、他方のプレートの隣合う
フィンガー相互間に遊挿されている橋梁用伸縮装置に於
いて、他方のプレート上の両プレートのフィンガー間の
隙間に、少なくとも隙間の一部を填補する中間部材を設
けている。 (請求項2記載の発明)請求項2記載の発明は、上記請
求項1記載の発明の橋梁用伸縮装置に関して、一方のプ
レートのフィンガーが中間部材に衝突すると、中間部材
が変形するようにしている。 (請求項3記載の発明)請求項3記載の発明は、上記請
求項1記載の発明の橋梁用伸縮装置に関して、一方のプ
レートのフィンガーが中間部材に衝突すると、中間部材
が離脱するようにしている。 (請求項4記載の発明)請求項4記載の発明は、上記請
求項1記載の発明の橋梁用伸縮装置に関して、一方のプ
レートのフィンガーが中間部材に衝突すると、中間部材
が圧潰するようにしている。
Means for Solving the Problems (Invention of Claim 1)
The invention according to claim 1 is provided with plates fixed to the upper abutment or bridge girder on one side and the upper region opposite to the bridge girder on the other side, and one of the plates protrudes to the other plate side. It has a plurality of fingers arranged in the direction perpendicular to the bridge axis, and the other plate has a plurality of fingers arranged in the direction perpendicular to the bridge axis on the upper surface so that one plate covers a part of the other plate In addition, in a bridge telescopic device in which a finger of one plate is loosely inserted between adjacent fingers of the other plate, at least one gap is provided between the fingers of the two plates on the other plate. An intermediate member for supplementing the portion is provided. (Invention according to claim 2) The invention according to claim 2 relates to the bridge telescopic device according to the invention according to claim 1, wherein the intermediate member is deformed when a finger of one plate collides with the intermediate member. I have. According to a third aspect of the present invention, there is provided the bridge telescopic device according to the first aspect of the present invention, wherein the intermediate member is detached when a finger of one plate collides with the intermediate member. I have. According to a fourth aspect of the present invention, there is provided the bridge telescopic device according to the first aspect of the present invention, wherein the intermediate member is crushed when a finger of one plate collides with the intermediate member. I have.

【0007】上記発明の橋梁用伸縮装置の機能について
は、以下の発明の実施の形態の欄で詳述する。
[0007] The function of the telescopic device for a bridge according to the above invention will be described in detail in the following embodiments of the invention.

【0008】[0008]

【発明の実施の形態】以下、この発明の実施の形態を図
面に従って説明する。 (実施形態1)この実施形態1の橋梁用伸縮装置は、図
1に示すように、免震装置Mを介して橋脚H’により支
持された遊間Uを有する橋桁H,Hの間に配置されるも
ので、図1や図2に示す如く橋桁H,Hの対向する部分
にそれぞれプレート1を具備し、一方のプレート1は他
方のプレート1側に突出するように橋軸直角方向に複数
配列されたフィンガー2を有し、他方のプレート1は上
面に橋軸直角方向に複数配列されたフィンガー2を有
し、一方のプレート1が他方のプレート1の一部に被さ
るようにしていると共に、一方のプレート1のフィンガ
ー2の先端部が、他方のプレート1の隣合うフィンガー
2の先端部相互間に遊挿される態様としている。そし
て、他方のプレート1上の両プレート1,1のフィンガ
ー2,2間の隙間に、隙間の一部を填補し、一方のプレ
ート1のフィンガー2が衝突すると変形するようにした
中間部材3を設けているプレート1は、鋼材で形成され
た橋軸直角方向に長いもので、一方のプレート1は板状
で、下方に設けた縦板11と補強リブ12に固定され、他方
のプレート1は、板状の水平部分13と、前記一方のプレ
ート1側に設けられた垂直部分14からなり、補強リブ12
に固定され、一方のプレート1が他方のプレート1の水
平部分13に上から被さるようにすると共に、両プレート
1,1のフィンガー2,2間に隙間が生じるようにして
設置されている。図3は、中間部材3を他方のプレート
1に設置する前の状態を示す図である。図から明らかな
ように、この橋梁用伸縮装置では、フィンガー2,2間
に、従来のものより大きな隙間が生じるようにしてい
る。
Embodiments of the present invention will be described below with reference to the drawings. (Embodiment 1) As shown in FIG. 1, the bridge telescopic device of Embodiment 1 is disposed between bridge girders H, H having a play space U supported by a pier H 'via a seismic isolation device M. As shown in FIG. 1 and FIG. 2, plates 1 are provided at opposing portions of the bridge girders H, H, and one plate 1 is arranged in a plurality at right angles to the bridge axis so as to protrude toward the other plate 1 side. The other plate 1 has a plurality of fingers 2 arranged on the upper surface in the direction perpendicular to the bridge axis, so that one plate 1 covers a part of the other plate 1, The distal end of the finger 2 of one plate 1 is loosely inserted between the distal ends of the adjacent fingers 2 of the other plate 1. Then, a part of the gap is filled in the gap between the fingers 2 of the two plates 1 on the other plate 1 so that the intermediate member 3 which is deformed when the finger 2 of the one plate 1 collides with the gap. The provided plate 1 is long in the direction perpendicular to the bridge axis formed of a steel material. One plate 1 is plate-shaped and fixed to a vertical plate 11 and a reinforcing rib 12 provided below, and the other plate 1 is It is composed of a plate-shaped horizontal portion 13 and a vertical portion 14 provided on the one plate 1 side.
The first plate 1 is placed so as to cover the horizontal portion 13 of the other plate 1 from above, and a gap is formed between the fingers 2 of the two plates 1. FIG. 3 is a diagram illustrating a state before the intermediate member 3 is installed on the other plate 1. As is clear from the figure, in this bridge expansion and contraction device, a larger gap is formed between the fingers 2 and 2 than in the related art.

【0009】なお、一方のプレート1は、図示しないア
ンカーにより橋桁H,Hに強固に固定されており、この
固定状態においてプレート1の上面と橋桁H,Hの上面
が略面一となっている。
The one plate 1 is firmly fixed to the bridge girders H, H by an anchor (not shown). In this fixed state, the upper surface of the plate 1 and the upper surfaces of the bridge girders H, H are substantially flush. .

【0010】前記一方のプレート1のフィンガー2は、
プレート1の一部として形成されており、先端方向に幅
が小さくなる略台形状としている。他方のプレート1の
フィンガー2は、プレート1の上面に設けられており、
三角形状としている。なお、フィンガー2は、図4、図
5に示すように、フィンガー2の上面と前記一方のプレ
ート1の上面が略一致したものとなっている。
The finger 2 of the one plate 1 is
It is formed as a part of the plate 1 and has a substantially trapezoidal shape whose width decreases in the distal direction. The finger 2 of the other plate 1 is provided on the upper surface of the plate 1,
It has a triangular shape. 4 and 5, the upper surface of the finger 2 and the upper surface of the one plate 1 substantially coincide with each other.

【0011】中間部材3は、ゴム等の弾性材料からな
り、両プレート1,1のフィンガー2,2間の隙間に挿
入できるように、ジグザグ形状としたもので、縦断面を
M字状とし、上面を平坦にして、この上面と前記一方の
プレート1の上面が略一致するようにしている。この実
施形態1では、中間部材3が他方のプレート1のフィン
ガー2に当接するように設けられている。
The intermediate member 3 is made of an elastic material such as rubber and has a zigzag shape so that it can be inserted into the gap between the fingers 2 of the plates 1 and 1. The upper surface is flattened so that the upper surface substantially coincides with the upper surface of the one plate 1. In the first embodiment, the intermediate member 3 is provided so as to contact the finger 2 of the other plate 1.

【0012】この実施形態1の橋梁用伸縮装置は上記の
ような構成であるから、橋桁H,Hが橋軸方向又は橋軸
直角方向に相対移動するような事態(例えば地震等)が
生じて一方のプレート1のフィンガー2が中間部材3に
衝突した場合、中間部材3は縦断面のM字の幅が圧縮さ
れた状態になる。
Since the bridge telescopic device of the first embodiment has the above-described configuration, a situation (for example, an earthquake or the like) occurs in which the bridge girders H, H relatively move in the direction of the bridge axis or in the direction perpendicular to the bridge axis. When the finger 2 of one plate 1 collides with the intermediate member 3, the intermediate member 3 is in a state where the width of the M-shaped vertical section is compressed.

【0013】すなわち、橋桁H,Hが橋軸方向に相対移
動した場合は、ジグザグ状の中間部材3の橋軸直角方向
に対して平行な部分が圧縮され、橋桁H,Hが橋軸直角
方向に相対移動した場合は、中間部材3の橋軸直角方向
に対して斜めの部分が圧縮される。これにより、両プレ
ート1,1のフィンガー2,2は直接相互衝突すること
がなく、衝撃が和らげられると共に、前記相対移動が吸
収される。
That is, when the bridge girders H, H move relative to each other in the bridge axis direction, a portion of the zigzag intermediate member 3 parallel to the direction perpendicular to the bridge axis is compressed, and the bridge girders H, H move in the direction perpendicular to the bridge axis. , The portion of the intermediate member 3 oblique to the direction perpendicular to the bridge axis is compressed. As a result, the fingers 2 and 2 of the plates 1 and 1 do not directly collide with each other, so that the impact is reduced and the relative movement is absorbed.

【0014】しかも、中間部材3は両プレート1,1の
フィンガー2,2間の隙間に存在し、隙間の一部を填補
するので、車両の通行にも支障が出ない。なお、温度変
化に起因する橋桁H,Hの相対移動では、前記フィンガ
ー2と中間部材3との衝突は生じないようになってい
る。
In addition, since the intermediate member 3 is present in the gap between the fingers 2 of the plates 1 and 1 and fills a part of the gap, there is no hindrance to the traffic of the vehicle. In the relative movement of the bridge girders H, H caused by the temperature change, the collision between the finger 2 and the intermediate member 3 does not occur.

【0015】つまり、この橋梁用伸縮装置は、両プレー
ト1,1のフィンガー2,2間に大きな隙間を確保する
ことが可能となり、橋桁H,Hが橋軸方向及び橋軸直角
方向のいずれに大きく相対移動した場合でも、破損する
ことなく前記相対移動を十分に吸収でき、しかも、車両
は中間部材3により車輪が隙間に嵌まらず、安全に走行
することができる。
In other words, in this bridge telescopic device, it is possible to secure a large gap between the fingers 2 and 2 of the plates 1 and 1 so that the bridge girders H can be moved in either the bridge axis direction or the direction perpendicular to the bridge axis. Even in the case of a large relative movement, the relative movement can be sufficiently absorbed without being damaged, and the vehicle can travel safely without the wheels being fitted in the gaps by the intermediate member 3.

【0016】なお、中間部材3は、前記フィンガー2の
衝突により変形しても、破損することなく再び元の形状
に回復する。また、万が一中間部材3が破損した場合で
も、破損した中間部材3を新しい中間部材3に交換する
だけで容易に修復することができ、橋梁用伸縮装置の全
面的な修復作業を必要としない。 (実施形態2)この実施形態2の橋梁用伸縮装置は、図
6に示すように、前記中間部材3の縦断面をN字状とし
たものである。このように、中間部材3は縦断面をM字
状としたものに限られず、V字が複数連なった形状等、
フィンガー2が衝突したときに圧縮される等、変形可能
な形状であればよい。 (実施形態3)この実施形態3の橋梁用伸縮装置は、図
7、図8に示すように、中間部材3を前記他方のプレー
ト1上の両プレート1,1のフィンガー2,2間の隙間
に固定し、地震等により橋桁H,Hが橋軸方向又は橋軸
直角方向に相対移動するような事態が生じて一方のプレ
ート1のフィンガー2が中間部材3に衝突した場合、中
間部材3が離脱するようにしたものである。
Incidentally, even if the intermediate member 3 is deformed due to the collision of the finger 2, it returns to its original shape without being damaged. Further, even if the intermediate member 3 is damaged, it can be easily repaired simply by replacing the damaged intermediate member 3 with a new intermediate member 3, and there is no need for a complete repair work of the bridge expansion and contraction device. (Embodiment 2) As shown in FIG. 6, a bridge telescopic device according to Embodiment 2 has an intermediate member 3 having an N-shaped vertical section. As described above, the intermediate member 3 is not limited to the one in which the vertical cross section is M-shaped, and the intermediate member 3 has a shape in which a plurality of V-shaped parts are connected.
Any shape that can be deformed, such as being compressed when the finger 2 collides, may be used. (Embodiment 3) As shown in FIGS. 7 and 8, a bridge telescopic device according to Embodiment 3 is configured such that an intermediate member 3 is provided on the other plate 1 by a clearance between fingers 2 of two plates 1, 1. When the bridge girders H, H move relatively in the direction of the bridge axis or in the direction perpendicular to the bridge axis due to an earthquake or the like and the fingers 2 of one plate 1 collide with the intermediate member 3, the intermediate member 3 It is intended to be separated.

【0017】中間部材3は、鋼材やコンクリート、硬質
ゴム等により形成されたもので、ノックピン等で他方の
プレート1に固定され、車両の通行や温度変化に起因す
る橋桁H,Hの相対移動では離脱しないようにしてい
る。また、中間部材3が離脱した際、中間部材3が橋軸
方向及び橋軸直角方向に移動できるように、中間部材3
は、両プレート1,1のフィンガー2,2のそれぞれと
の間に間隔が生じるようにしている。
The intermediate member 3 is made of steel, concrete, hard rubber, or the like, and is fixed to the other plate 1 with a knock pin or the like. We do not leave. Also, when the intermediate member 3 is detached, the intermediate member 3 is moved so that the intermediate member 3 can move in the bridge axis direction and the direction perpendicular to the bridge axis.
Are designed so that there is a space between each of the fingers 2 and 2 of both plates 1 and 1.

【0018】このようにすることにより、地震等で橋桁
H,Hが橋軸方向又は橋軸直角方向に大きく相対移動
し、一方のフィンガー2が中間部材3に衝突すると、中
間部材3が他方のプレート1上に固定された状態から離
脱し、衝突の衝撃が吸収されると共に、両プレート1,
1が橋軸方向又は橋軸直角方向に大きく相対移動可能と
なり、前記橋桁H,Hの相対移動が吸収される。従っ
て、プレート1や他の橋梁部材の損傷が防止され、ま
た、離脱した中間部材3を再び固定することにより、容
易に修復することが可能である。
In this manner, when the bridge girders H, H move relatively in the direction of the bridge axis or in the direction perpendicular to the bridge axis due to an earthquake or the like, and one finger 2 collides with the intermediate member 3, the intermediate member 3 is moved to the other. It is released from the state of being fixed on the plate 1 and the impact of the collision is absorbed.
1 can be relatively moved relatively in the bridge axis direction or the direction perpendicular to the bridge axis, and the relative movement of the bridge girders H, H is absorbed. Therefore, damage to the plate 1 and other bridge members is prevented, and the detached intermediate member 3 can be easily repaired by fixing it again.

【0019】なお、中間部材3のフィンガー2が衝突す
る部分をゴムで被覆してもよい。このようにすると、フ
ィンガー相互の衝突音の発生を抑制できる。 (実施形態4)この実施形態4の橋梁用伸縮装置は、図
9に示すように、中間部材3を前記実施形態1と同様に
両プレート1,1のフィンガー2,2間の隙間に固定し
たもので、一方のプレート1のフィンガー2が衝突する
と、中間部材3が圧潰するようにしたものである。
The portion of the intermediate member 3 where the finger 2 collides may be covered with rubber. By doing so, it is possible to suppress the generation of the collision sound between the fingers. (Embodiment 4) In the bridge telescopic device of Embodiment 4, as shown in FIG. 9, the intermediate member 3 is fixed to the gap between the fingers 2, 2 of both plates 1, 1 as in Embodiment 1. When the finger 2 of one plate 1 collides, the intermediate member 3 is crushed.

【0020】この中間部材3は、鋼材でできた縦断面が
M字状の圧潰部30とその両側の壁31で構成されており、
地震等により橋桁H,Hが橋軸方向又は橋軸直角方向に
相対移動するような事態が生じて一方のプレート1のフ
ィンガー2が中間部材3に衝突した場合、中間部材3の
圧潰部30が縦断面のM字の幅が圧縮された状態になる。
The intermediate member 3 is composed of a crushed portion 30 made of steel and having an M-shaped vertical cross section and walls 31 on both sides thereof.
When the bridge girders H, H move relatively in the direction of the bridge axis or in the direction perpendicular to the bridge axis due to an earthquake or the like and the finger 2 of one of the plates 1 collides with the intermediate member 3, the crushed portion 30 of the intermediate member 3 The M-shaped width of the vertical section is in a compressed state.

【0021】なお、圧潰部30は前記の形状に限られず、
縦断面をN字状としたり、V字が複数連なった形状とし
たり等、フィンガー2が衝突すると圧潰する形状であれ
ばよい。
The crushing portion 30 is not limited to the above-mentioned shape,
Any shape may be used as long as it crushes when the finger 2 collides, such as an N-shaped vertical cross section or a shape formed by connecting a plurality of V-shaped characters.

【0022】このように、中間部材3をフィンガー2の
衝突により圧潰する構造とすると、フィンガー2の衝突
による衝撃を効果的に吸収することが可能である。従っ
て、プレート1や他の橋梁部材の損傷が防止され、ま
た、圧潰した中間部材3を交換することにより、容易に
修復することが可能である。 (その他の実施形態)上記実施形態1〜4では、橋桁と
橋桁との間にこの発明の橋梁用伸縮装置を設けてある
が、橋桁と橋台との間にこの発明の橋梁用伸縮装置を設
けることも可能である。
As described above, if the intermediate member 3 is structured to be crushed by the collision of the finger 2, it is possible to effectively absorb the impact of the collision of the finger 2. Therefore, damage to the plate 1 and other bridge members is prevented, and the crushed intermediate member 3 can be easily repaired by replacing it. (Other Embodiments) In the first to fourth embodiments, the bridge expansion / contraction device of the present invention is provided between the bridge girders. However, the bridge expansion / contraction device of the present invention is provided between the bridge girder and the abutment. It is also possible.

【0023】また、図10のように、中間部材3を複数列
設けてもよい。このようにすれば、両プレート1,1の
フィンガー2,2間の隙間をさらに大きくすることがで
きる。図11のように、両プレート1,1のフィンガー
2,2のそれぞれに当接するように、中間部材3,3を
設けてもよい。さらに、一方のプレート1のフィンガー
2が中間部材3に衝突すると、中間部材3が変形又は圧
潰すると共に、離脱するようにしてもよい。
As shown in FIG. 10, a plurality of intermediate members 3 may be provided. By doing so, the gap between the fingers 2 and 2 of the plates 1 and 1 can be further increased. As shown in FIG. 11, intermediate members 3 and 3 may be provided so as to abut against the fingers 2 and 2 of both plates 1 and 1, respectively. Furthermore, when the finger 2 of one plate 1 collides with the intermediate member 3, the intermediate member 3 may be deformed or crushed and may be separated.

【0024】[0024]

【発明の効果】この発明は上記構成を有するものである
から以下の効果を奏する。
Since the present invention has the above configuration, the following effects are obtained.

【0025】上記発明の実施の形態の記載内容から、橋
軸方向又は橋軸直角方向の大きな移動量を吸収できると
共に、車両の通行に支障の出ない橋梁用伸縮装置を提供
できた。
From the description of the embodiment of the present invention, it is possible to provide a telescopic device for a bridge which can absorb a large amount of movement in the direction of the bridge axis or in the direction perpendicular to the bridge axis and does not hinder the traffic of the vehicle.

【図面の簡単な説明】[Brief description of the drawings]

【図1】この発明の実施形態1の橋梁用伸縮装置が、免
震装置を介して橋脚に支持された橋桁相互間に設置され
ている状態を示す断面図。
FIG. 1 is a cross-sectional view showing a state in which a bridge telescopic device according to a first embodiment of the present invention is installed between bridge girders supported by a pier via a seismic isolation device.

【図2】前記橋梁用伸縮装置の斜視図。FIG. 2 is a perspective view of the telescopic device for a bridge.

【図3】前記橋梁用伸縮装置の中間部材を設置する前の
状態を示す断面図。
FIG. 3 is a cross-sectional view showing a state before an intermediate member of the bridge telescopic device is installed.

【図4】図2のX−X断面図。FIG. 4 is a sectional view taken along line XX of FIG. 2;

【図5】図2のY−Y断面図。FIG. 5 is a sectional view taken along line YY of FIG. 2;

【図6】この発明の実施形態2の橋梁用伸縮装置の断面
図。
FIG. 6 is a cross-sectional view of a bridge telescopic device according to a second embodiment of the present invention.

【図7】この発明の実施形態3の橋梁用伸縮装置が、免
震装置を介して橋脚に支持された橋桁相互間に設置され
ている状態を示す断面図。
FIG. 7 is a cross-sectional view showing a state in which a bridge telescopic device according to a third embodiment of the present invention is installed between bridge girders supported by a pier via a seismic isolation device.

【図8】この発明の実施形態4の橋梁用伸縮装置の斜視
図。
FIG. 8 is a perspective view of a bridge telescopic device according to a fourth embodiment of the present invention.

【図9】この発明の実施形態4の橋梁用伸縮装置の断面
図。
FIG. 9 is a cross-sectional view of a bridge telescopic device according to a fourth embodiment of the present invention.

【図10】中間部材を複数列設けた場合を示す平面図。FIG. 10 is a plan view showing a case where a plurality of rows of intermediate members are provided.

【図11】中間部材を両プレートのフィンガーそれぞれに
当接させて設けた場合を示す斜視図。
FIG. 11 is a perspective view showing a case where an intermediate member is provided in contact with fingers of both plates.

【図12】先行技術の橋梁用伸縮装置の斜視図。FIG. 12 is a perspective view of a prior art bridge telescopic device.

【符号の説明】[Explanation of symbols]

1 プレート 2 フィンガー 3 中間部材 1 plate 2 finger 3 intermediate member

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 一方側の橋台又は橋桁と他方側の橋桁の
対向する部分にそれぞれ固定されたプレートを具備し、
いずれか一方のプレートは他方のプレート側に突出する
ように橋軸直角方向に複数配列されたフィンガーを有
し、他方のプレートは上面に橋軸直角方向に複数配列さ
れたフィンガーを有し、一方のプレートが他方のプレー
トの一部に被さるようにしていると共に、一方のプレー
トのフィンガーが、他方のプレートの隣合うフィンガー
相互間に遊挿されている橋梁用伸縮装置に於いて、他方
のプレート上の両プレートのフィンガー間の隙間に、少
なくとも隙間の一部を填補する中間部材を設けているこ
とを特徴とする橋梁用伸縮装置。
Claims: 1. An abutment or bridge girder on one side and a plate fixed to opposing portions of the bridge girder on the other side, respectively.
One of the plates has a plurality of fingers arranged in the direction perpendicular to the bridge axis so as to protrude toward the other plate, and the other plate has a plurality of fingers arranged on the upper surface in the direction perpendicular to the bridge axis. In a bridge telescopic device in which the fingers of one plate cover a part of the other plate and the fingers of one plate are loosely inserted between adjacent fingers of the other plate. An expansion / contraction device for a bridge, wherein an intermediate member for filling at least a part of the gap is provided in the gap between the fingers of both upper plates.
【請求項2】 一方のプレートのフィンガーが中間部材
に衝突すると、中間部材が変形するようにした請求項1
記載の橋梁用伸縮装置。
2. The intermediate member is deformed when a finger of one plate collides with the intermediate member.
The telescopic device for a bridge according to the above.
【請求項3】 一方のプレートのフィンガーが中間部材
に衝突すると、中間部材が離脱するようにした請求項1
記載の橋梁用伸縮装置。
3. The intermediate member is detached when a finger of one of the plates collides with the intermediate member.
The telescopic device for a bridge according to the above.
【請求項4】 一方のプレートのフィンガーが中間部材
に衝突すると、中間部材が圧潰するようにした請求項1
記載の橋梁用伸縮装置。
4. The intermediate member is crushed when a finger of one plate collides with the intermediate member.
The telescopic device for a bridge according to the above.
JP26432298A 1998-09-18 1998-09-18 Telescopic device for bridge Expired - Fee Related JP3677573B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26432298A JP3677573B2 (en) 1998-09-18 1998-09-18 Telescopic device for bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26432298A JP3677573B2 (en) 1998-09-18 1998-09-18 Telescopic device for bridge

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2004220904A Division JP3806846B2 (en) 2004-07-28 2004-07-28 Telescopic device for bridge

Publications (2)

Publication Number Publication Date
JP2000096503A true JP2000096503A (en) 2000-04-04
JP3677573B2 JP3677573B2 (en) 2005-08-03

Family

ID=17401581

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26432298A Expired - Fee Related JP3677573B2 (en) 1998-09-18 1998-09-18 Telescopic device for bridge

Country Status (1)

Country Link
JP (1) JP3677573B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015071874A (en) * 2013-10-02 2015-04-16 横浜ゴム株式会社 Expansion device for road bridge
JP2016023408A (en) * 2014-07-16 2016-02-08 新井 良昌 Expansion joint for road bridge
JP2017110469A (en) * 2015-12-18 2017-06-22 株式会社橋梁メンテナンス Gap-filling material of expansion device for bridge
JP2019052505A (en) * 2017-09-19 2019-04-04 横浜ゴム株式会社 Filling structure for road bridge expansion device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015071874A (en) * 2013-10-02 2015-04-16 横浜ゴム株式会社 Expansion device for road bridge
JP2016023408A (en) * 2014-07-16 2016-02-08 新井 良昌 Expansion joint for road bridge
JP2017110469A (en) * 2015-12-18 2017-06-22 株式会社橋梁メンテナンス Gap-filling material of expansion device for bridge
JP2019052505A (en) * 2017-09-19 2019-04-04 横浜ゴム株式会社 Filling structure for road bridge expansion device
JP7013755B2 (en) 2017-09-19 2022-02-01 横浜ゴム株式会社 Stuffed structure for road bridge expansion and contraction device

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