JPH11315506A - Crossover beam expansion device of bridge joint - Google Patents

Crossover beam expansion device of bridge joint

Info

Publication number
JPH11315506A
JPH11315506A JP12211398A JP12211398A JPH11315506A JP H11315506 A JPH11315506 A JP H11315506A JP 12211398 A JP12211398 A JP 12211398A JP 12211398 A JP12211398 A JP 12211398A JP H11315506 A JPH11315506 A JP H11315506A
Authority
JP
Japan
Prior art keywords
bridge
cross beam
crossover
fingers
expansion device
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
JP12211398A
Other languages
Japanese (ja)
Other versions
JP3353700B2 (en
Inventor
Koichi Miura
孝一 三浦
Kazuo Miyagawa
一夫 宮川
Fujio Suzuki
不二雄 鈴木
Kiyoshi Nakayama
潔 中山
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.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries Ltd
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 Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP12211398A priority Critical patent/JP3353700B2/en
Publication of JPH11315506A publication Critical patent/JPH11315506A/en
Application granted granted Critical
Publication of JP3353700B2 publication Critical patent/JP3353700B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a crossover beam expansion device of a bridge joint with out requiring any large space in the direction of the height. SOLUTION: A crossover beam expansion device is equipped with fingers 14a and 14b fixing the basic end sides to end horizontal beams 11a and 11b pivoted on bridge girders 12a and 12b opposed to each other and positioned in a state of engagement by overlapping their front end sides, an intermediate horizontal beam 16 for bearing the front end sides of the fingers 14a and 14b from below, a crossover beam 18 fixing the intermediate horizontal beam 16 to the central part and constructed between the bridge girders 12a and 12b in a slidingly movable manner and a four joint link mechanism 19 having both ends mounted to the end horizontal beams 11a and 11b as well as the center mounted to the intermediate horizontal beam 16 in order that the intermediate horizontal beam 16 is always positioned at the center between the bridge girders 12a and 12b. By the constitution, even in the case it is made to follow a large amount of expansion, the overall height of the expansion device becomes short.

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】本発明は、長大橋梁用の道路
伸縮装置として採用する橋梁継目の渡り梁式伸縮装置に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bridge-type expansion / contraction device for a bridge joint used as a road expansion / contraction device for a long bridge.

【0002】[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。
2. Description of the Related Art The applicant of the present invention has developed a lightweight telescopic device which 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 a road surface when rotating. It was proposed in Japanese Patent Publication No. 52-32173.

【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、上端を対向する接
続部材2a,2bの端部に夫々ピン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1
bとからなるリンク機構1を、対向する接続部材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、前記接続
部材2a,2bに基端を枢着した夫々のフィンガー3
a,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。
As shown in FIG. 5, this telescopic device has a V-shaped link 1a pivotally connected at its lower ends to each other by pins 1aa, and at its upper ends to opposing ends of connecting members 2a and 2b by pins 1ab, respectively. An inverted V-shape in which the lower end is pivotally connected to each central portion of the V-shaped link 1a by a pin 1ba, and the upper end is pivotally connected to each other by an axis 1bb at the same height as the upper end pivoted portion of the V-shaped link 1a. Mold link 1
b is connected to the connecting members 2a,
Each finger 3 having a base end pivotally connected to the connection member 2a, 2b on the shaft 1bb of the inverted V-shaped link 1b, while providing a predetermined interval in the width direction between the two members 2b.
The configuration is such that the distal ends of a and 3b are alternately placed, and a flexible plate 5 is arranged on these fingers 3a and 3b via a support member 4.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記し
た構造の伸縮装置においては、最大伸長時から最小収縮
時までを、一組のV型リンク1aにより吸収する構成で
あるので、高さ方向に大きなスペースが必要であった。
However, in the telescopic device having the above-mentioned structure, since the structure from the time of maximum expansion to the time of minimum contraction is absorbed by a set of V-shaped links 1a, it is large in the height direction. Space was needed.

【0005】加えて、近年の橋梁技術の発展により、伸
縮装置に求められる伸縮量が大きくなってきているが、
上記した構造では伸縮量の増加に比例してリンク機構が
大きくなる為、益々高さ方向に大きなスペースが必要と
なり、連続桁橋等の桁の高さの小さな橋梁には、適用が
難しくなってきた。
In addition, with the recent development of bridge technology, the amount of expansion and contraction required for expansion and contraction devices is increasing.
In the above structure, the link mechanism becomes larger in proportion to the increase or decrease in the amount of expansion and contraction, so a larger space is required in the height direction, and it becomes difficult to apply it to bridges with small girder heights such as continuous girder bridges. Was.

【0006】本発明は、上記した従来のリンク式伸縮装
置が内在していた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することのない橋梁
継目の渡り梁式伸縮装置を提供することを目的としてい
る。
[0006] The present invention has been made in view of the problems inherent in the above-described conventional link-type telescopic device,
It is an object of the present invention to provide a crossover type telescopic device for a bridge joint that does not require a large space in the height direction.

【0007】[0007]

【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、本発明の橋梁継目の渡り梁式伸縮装置は、端横
梁に基端側を固定し、夫々の先端側をオーバーラップし
て噛合状に位置させたフィンガーの先端側を、下方から
中間横梁で支承すると共に、この中間横梁を橋桁間に滑
り移動自在に掛渡された渡り梁の中央部に固定し、か
つ、中間横梁を中央保持機構で常時橋桁間の中央に位置
させることとしている。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することなく、
大きな伸縮量にも追随することができる。
In order to achieve the above-mentioned object, a bridging type telescopic device for a bridge joint according to the present invention has a base end side fixed to an end cross beam, and each end side is overlapped. The distal end side of the finger positioned in a meshing manner is supported from below by an intermediate cross beam, and this intermediate cross beam is fixed to a central portion of a cross beam slidably suspended between bridge girders, and the intermediate cross beam is fixed. The center holding mechanism always positions it at the center between the bridge girders. And in this way, without requiring a large space in the height direction,
It can follow large expansion and contraction.

【0008】[0008]

【発明の実施の形態】本発明の橋梁継目の渡り梁式伸縮
装置は、対向配置した橋桁に枢着される端横梁に基端側
を固定され、夫々の先端側はオーバーラップして噛合状
に位置すべくなされたフィンガーと、これらフィンガー
の先端側を下方から支承する中間横梁と、この中間横梁
を中央部に固定し、前記橋桁間に滑り移動自在に掛渡さ
れた渡り梁と、前記中間横梁を常時橋桁間の中央に位置
させるべく、端横梁と中間横梁間に取付けた中央保持機
構を備えたものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A crossover type telescopic device according to the present invention has a base end fixed to an end cross beam pivotally connected to an opposed bridge girder, and each of the front ends overlaps and meshes. , A cross beam that supports the distal ends of the fingers from below, a cross beam that is fixed to the center portion of the middle cross beam, and that is slidably and slidably bridged between the bridge girders, In order to always position the intermediate cross beam at the center between the bridge girders, a center holding mechanism attached between the end cross beam and the intermediate cross beam is provided.

【0009】本発明の橋梁継目の渡り梁式伸縮装置によ
れば、フィンガーの先端側に作用する荷重を、中間横梁
を介して、従来のリンク機構ではなく渡り梁で支持させ
るので、大きな伸縮量に追随させる場合でも、高さ方向
に大きなスペースを必要とすることがない。
[0009] According to the crossover type telescopic device of the present invention, the load acting on the distal end side of the finger is supported by the crossover beam, not the conventional link mechanism, via the intermediate cross beam. Does not require a large space in the height direction.

【0010】[0010]

【実施例】以下、本発明の橋梁継目の渡り梁式伸縮装置
を図1〜図4に示す一実施例に基づいて説明する。図1
は本発明の橋梁継目の渡り梁式伸縮装置の正面図、図2
は図1のフィンガーを除いた平面図、図3は図1の側面
図、図4は本発明の橋梁継目の渡り梁式伸縮装置を構成
するフィンガーの1ブロックを示す平面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a bridge type telescopic device according to the present invention will be described with reference to an embodiment shown in FIGS. FIG.
FIG. 2 is a front view of a bridge type telescopic device of the present invention, FIG.
1 is a plan view excluding the fingers of FIG. 1, FIG. 3 is a side view of FIG. 1, and FIG. 4 is a plan view showing one block of the fingers constituting the bridging beam type telescopic device of the present invention.

【0011】図1〜図4において、11a,11bは例
えば橋梁幅に適合する長さを有する端横梁であり、橋梁
継目に対向して設けられた橋桁12a,12bに、例え
ばユニバーサルジョイント13を介して枢着されてい
る。そして、これら端横梁11a,11bの底面所定位
置には後述する渡り梁18を案内する挿入部11aa,
11baが設けられている。
In FIG. 1 to FIG. 4, reference numerals 11a and 11b denote end cross beams having a length adapted to the width of the bridge, for example, via bridge joints 12a and 12b provided opposite to the joint of the bridge via a universal joint 13, for example. Is pivoted. Insertion portions 11aa, which guide a cross beam 18 described later, are provided at predetermined positions on the bottom surfaces of these end cross beams 11a, 11b.
11ba is provided.

【0012】14a,14bは、例えば図4に示すよう
に、一定数を櫛状にして一組として形成した対をなすフ
ィンガーであり、基端側は前記した端横梁11a,11
bに例えばボルト15で固定され、先端側はオーバーラ
ップして噛合状に位置すべく成されている。そして、こ
れらの対をなす櫛状のフィンガー14a,14bを橋梁
幅に適合する長さとなるように適数個、並列状に配置す
る。
As shown in FIG. 4, for example, a pair of fingers 14a and 14b are formed as a set of a fixed number of combs.
b, for example, with a bolt 15, and the distal end side is formed so as to overlap and mesh with each other. Then, an appropriate number of comb-shaped fingers 14a and 14b forming the pair are arranged in parallel so as to have a length suitable for the bridge width.

【0013】16は適数個、並列状に配置した対をなす
前記フィンガー14a,14bの夫々の先端側を下方か
ら支承する中間横梁であり、前記した端横梁11a,1
1bと同様に橋梁幅に適合する長さを有している。
Numeral 16 denotes an intermediate cross beam for supporting an appropriate number of the pair of fingers 14a, 14b, which are arranged in parallel, from the lower end thereof, and the above-mentioned end cross beams 11a, 1a.
It has a length that matches the bridge width as in 1b.

【0014】18は前記中間横梁16をその中央部で固
定した渡り梁であり、フィンガー14a,14bを介し
て中間横梁16に作用する荷重を支持するものである。
この渡り梁18は、前記した挿入部11aa,11ba
に案内されて、橋桁12a,12bに対向して形成され
た突出部12aa,12baに設けられた沓17上を、
端横梁11a,11bや中間横梁16に対して直角方向
への滑り移動が自在なように掛渡されている。
Reference numeral 18 denotes a cross beam to which the intermediate cross beam 16 is fixed at the center thereof, which supports a load acting on the intermediate cross beam 16 via the fingers 14a and 14b.
The transition beam 18 is connected to the above-described insertion portions 11aa and 11ba.
On the shoe 17 provided on the projecting portions 12aa, 12ba formed opposite to the bridge girders 12a, 12b.
It is suspended over the end cross beams 11a and 11b and the intermediate cross beam 16 so as to be freely slidable in the right angle direction.

【0015】19は各辺の長さを等しくした四辺形の一
つの頂点を、隣合う四辺形で共通させたものを、例えば
4つ直列状に配置した四節リンク機構であり、例えば両
端の枢支点19aを端横梁11a,11bに枢着すると
共に、中央の隣合う四辺形が共通する真ん中の枢支点1
9bを中間横梁16に枢着し、中間横梁16が常時橋桁
12a,12b間の中央に位置するようにしている。
Reference numeral 19 denotes a four-node link mechanism in which one vertex of a quadrilateral having the same length on each side is shared by adjacent quadrilaterals, for example, four in a row are arranged in series. The pivot point 19a is pivotally attached to the end cross beams 11a and 11b, and the central pivot point 1 in which a center adjacent quadrilateral is common.
9b is pivotally attached to the intermediate cross beam 16 so that the intermediate cross beam 16 is always located in the center between the bridge girders 12a and 12b.

【0016】なお、本発明に係る橋梁継目の渡り梁式伸
縮装置の初期設定状態におけるフィンガー13a,13
b先端側のオーバーラップ量、及び、沓17上への渡り
梁18の橋桁12a,12b側の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。
The fingers 13a, 13 in the initial setting state of the crossover type telescopic device of the bridge joint according to the present invention.
b The amount of overlap on the tip side and the amount of overlap on the bridge girder 12a, 12b side of the cross beam 18 on the shoe 17 are:
Needless to say, the setting is made according to the amount of expansion and contraction to be absorbed.

【0017】本発明に係る橋梁継目の渡り梁式伸縮装置
は上記した構成であり、橋桁12a,12b間の距離の
変動に基づく伸縮量を吸収するフィンガー14a,14
bの先端側に作用する荷重は、中間横梁15を介して渡
り梁18で支持される。この時、渡り梁18に作用する
荷重は、端横梁11a,11bに伝達されるので、フィ
ンガー14a,14bの基端側に発生する負方向の反力
は効果的に抑制される。従って、車両走行時にも、フィ
ンガー14a,14bはばたつくことがない。なお、こ
の伸縮量の吸収時、中間横梁15は四節リンク機構19
によって常に橋桁間の中央に位置している。
The bridge-type expansion / contraction device according to the present invention has the above-described structure, and has fingers 14a and 14 that absorb the expansion and contraction amount based on the change in the distance between the bridge girders 12a and 12b.
The load acting on the tip side of b is supported by the cross beam 18 via the intermediate cross beam 15. At this time, the load acting on the cross beam 18 is transmitted to the end cross beams 11a and 11b, so that the negative reaction force generated on the base end side of the fingers 14a and 14b is effectively suppressed. Therefore, even when the vehicle is running, the fingers 14a and 14b do not flutter. At the time of absorbing the amount of expansion and contraction, the intermediate cross beam 15 is connected to the four-bar linkage 19.
Is always located in the middle between the bridge girders.

【0018】本実施例では中央保持機構として、動力を
必要としない四節リンク機構19を採用したものについ
て説明したが、同様の作用を行うものであれば、ばね等
の弾性部材を採用したり、油圧シリンダを採用したり、
他の周知の機構を採用するなどの設計変更も可能である
ことは言うまでもない。
In this embodiment, the four-link mechanism 19 which does not require power is used as the center holding mechanism. However, if the same action is performed, an elastic member such as a spring may be used. , Adopt a hydraulic cylinder,
It goes without saying that design changes such as adoption of other well-known mechanisms are also possible.

【0019】また、本実施例では、組立作業を容易とす
るために、一定数を櫛状にして一組として形成したフィ
ンガー14a,14bを使用したものを開示したが、フ
ィンガーを一本ずつ櫛状に配置したものであっても良
い。
Further, in this embodiment, in order to facilitate the assembling operation, a case where a fixed number of fingers 14a and 14b formed as a set are used is disclosed. They may be arranged in a shape.

【0020】[0020]

【発明の効果】以上説明したように、本発明の橋梁継目
の渡り梁式伸縮装置では、フィンガーの先端側に作用す
る荷重を、中間横梁を介して渡り梁の中立位置で支持さ
せ、従来のリンク機構のようにリンク機構では支持させ
ないので、大きな伸縮量に追随させる場合でも、伸縮装
置全体の高さが小さくなる。
As described above, in the crossover type telescopic device according to the present invention, the load acting on the tip side of the finger is supported at the neutral position of the crossover beam via the intermediate cross beam, and Since the link mechanism is not supported by the link mechanism as in the case of the link mechanism, the height of the entire telescopic device is reduced even when following a large amount of expansion and contraction.

【0021】従って、桁高さの低い橋梁で大きな伸縮量
が要求される橋梁に対しても十分に採用が可能であり、
周辺の景観を損なうことがなく、道路沿線の景観保護に
も有益である。
Therefore, the present invention can be sufficiently applied to a bridge having a low girder height and requiring a large amount of expansion and contraction.
It does not impair the surrounding landscape and is also useful for protecting the landscape along the road.

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

【図1】本発明の橋梁継目の渡り梁式伸縮装置の正面図
である。
FIG. 1 is a front view of a bridge type telescopic device of a bridge joint according to the present invention.

【図2】図1のフィンガーを除いた平面図である。FIG. 2 is a plan view of FIG. 1 excluding fingers.

【図3】図1の側面図である。FIG. 3 is a side view of FIG. 1;

【図4】本発明の橋梁継目の渡り梁式伸縮装置を構成す
るフィンガーの1ブロックを示す平面図である。
FIG. 4 is a plan view showing one block of a finger that constitutes a crossover type telescopic device of a bridge joint according to the present invention.

【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。
FIG. 5 is a front view showing a cross section of a conventional expansion / contraction device for a bridge joint.

【符号の説明】[Explanation of symbols]

11a 端横梁 11b 端横梁 12a 橋桁 12b 橋桁 14a フィンガー 14b フィンガー 16 中間横梁 18 渡り梁 19 四節リンク機構 11a End cross beam 11b End cross beam 12a Bridge girder 12b Bridge girder 14a Finger 14b Finger 16 Intermediate cross beam 18 Cross beam 19 Four-joint link mechanism

───────────────────────────────────────────────────── フロントページの続き (72)発明者 鈴木 不二雄 大阪府大阪市中央区北浜4丁目5番33号 住友金属工業株式会社内 (72)発明者 中山 潔 大阪府大阪市此花区島屋5丁目1番109号 住金関西工業株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Fujio Suzuki 4-33, Kitahama, Chuo-ku, Osaka-shi, Osaka Sumitomo Metal Industries, Ltd. (72) Inventor Kiyoshi Nakayama 5-1-1 Shimaya, Konohana-ku, Osaka-shi, Osaka No. 109 Sumikin Kansai Industry Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 対向配置した橋桁に枢着される端横梁に
基端側を固定され、夫々の先端側はオーバーラップして
噛合状に位置すべくなされたフィンガーと、これらフィ
ンガーの先端側を下方から支承する中間横梁と、この中
間横梁を中央部に固定し、前記橋桁間に滑り移動自在に
掛渡された渡り梁と、前記中間横梁を常時橋桁間の中央
に位置させるべく、端横梁と中間横梁間に取付けた中央
保持機構を備えたことを特徴とする橋梁継目の渡り梁式
伸縮装置。
A finger fixed at its base end to an end cross beam pivotally connected to an opposed bridge girder, each of which has a distal end that is overlapped and meshes with each other; An intermediate cross beam supported from below, a cross beam fixed to the center of the intermediate cross beam, and slidably suspended between the bridge girders; and an end cross beam so that the intermediate cross beam is always positioned at the center between the bridge girders. A crossover type telescopic device for a bridge seam, comprising a center holding mechanism mounted between the bridge and the intermediate cross beam.
JP12211398A 1998-05-01 1998-05-01 Bridge-type telescopic device for bridge joints Expired - Fee Related JP3353700B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12211398A JP3353700B2 (en) 1998-05-01 1998-05-01 Bridge-type telescopic device for bridge joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12211398A JP3353700B2 (en) 1998-05-01 1998-05-01 Bridge-type telescopic device for bridge joints

Publications (2)

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JPH11315506A true JPH11315506A (en) 1999-11-16
JP3353700B2 JP3353700B2 (en) 2002-12-03

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Family Applications (1)

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JP12211398A Expired - Fee Related JP3353700B2 (en) 1998-05-01 1998-05-01 Bridge-type telescopic device for bridge joints

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JP3353700B2 (en) 2002-12-03

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