JP3768144B2 - Fall bridge prevention device - Google Patents

Fall bridge prevention device Download PDF

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Publication number
JP3768144B2
JP3768144B2 JP2001333861A JP2001333861A JP3768144B2 JP 3768144 B2 JP3768144 B2 JP 3768144B2 JP 2001333861 A JP2001333861 A JP 2001333861A JP 2001333861 A JP2001333861 A JP 2001333861A JP 3768144 B2 JP3768144 B2 JP 3768144B2
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Prior art keywords
bridge
bearing plate
connecting member
rubber body
insertion hole
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JP2001333861A
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JP2003138519A (en
Inventor
康久 比志島
泰玄 森田
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川口金属工業株式会社
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Description

【0001】
【発明の属する技術分野】
この発明は、地震等の災害時に橋桁が橋脚や橋台等の下部構造から落下するのを防止する落橋防止装置に関する。
【0002】
【従来の技術】
地震等により橋脚や橋台に水平力が作用すると、橋脚や橋台の損壊のみなら、それらが振動して橋桁が落下すなわち落橋するという被害をもたらす。このような橋桁の落下を防止するための落橋防止として、橋脚上の桁間や橋台と桁とをPCケーブルにより連結するもの、あるいはリンクにより連結するものが知られている。しかし、これらの装置は特に巨大地震の場合、PCケーブルあるいはリンクと桁との連結部に大きな衝撃力が加わり、連結部で破壊してしまうという現象を生じている。
【0003】
このため、近年、PCケーブルを用いた落橋防止装置において、PCケーブルと橋桁とを連結するブラケットに、スプリングとゴムとを組合わせた緩衝機構を取付けたものが種々開発されている。しかし、これらの緩衝機構を有するものは、構造が複雑であって全体形状も大きく、高コストであるという問題がある。
【0004】
【発明が解決しようとする課題】
この発明は上記のような技術的背景に基づいてなされたものであって、次の目的を達成するものである。
この発明の目的は、構造が簡素化されて全体形状もコンパクト化し、製造コストの低減を図ることができる落橋防止装置を提供することにある。
【0005】
【課題を解決するための手段】
この発明は上記課題を達成するために、次のような手段を採用している。
すなわち、この発明は、橋桁の橋軸方向端部に、一方の端部が取り付けられ、かつ前記橋桁と対向する橋桁の橋軸方向端部又は橋台に、他方の端部が取り付けられた連結部材により前記橋桁が橋脚、橋台等の下部構造から落下するのを防止するための落橋防止装置であって、
前記橋桁の端部又は前記橋台に設けられ、前記連結部材が挿通される挿通孔を有するブラケットと、
このブラケットに橋軸方向に圧縮変形するように一方の面が固定され、前記連結部材が挿通される挿通孔を有する緩衝ゴム体と、
この緩衝ゴム体の他方の面に固定され、前記連結部材が挿通される挿通孔を有する支圧板と、
前記緩衝ゴム体及び前記支圧板の各挿通孔に挿通されて前記支圧板から突出する前記連結部材の端部に固定されたストッパと、
前記ブラケットから突出する連結部材の外周に配置され、かつ前記緩衝ゴム体及び前記支圧板の各挿通孔に挿入されて一端が前記ブラケットに係止し、他端が前記ストッパに係止するコイルスプリングと、
前記支圧板から突出する前記連結部材を覆うように、前記支圧板に固定される筒状のカバーと
を備えてなる落橋防止装置にある。
【0006】
【発明の実施の形態】
この発明の実施の形態を図面を参照しながら以下に説明する。図1及び図2はは、この発明の実施形態を示し、図1は橋軸直角方向に沿って見た全体正面図、図2は水平断面図である。この実施形態は、2径間以上の単純桁の桁間に、この発明を適用した例である。この単純桁橋においては、下部構造である橋脚2の上部に橋桁3,3の橋軸方向各端部が間隔を置いて対向して設置される。
【0007】
落橋防止装置1,1は橋桁3,3の各端部に取り付けられ、これらの桁端部を連結する部材である連結ケーブル4を有している。図2に示すように、落橋防止装置1はブラケット5を有し、このブラケット5は橋桁3のウェブ(鋼桁の場合)にライナープレート6を介して多数の取付ボルト7により固定される取付プレート8と、取付プレート8に設けられた上下一対の水平プレート9,9と、これらの水平プレート9,9の中間部を横切る橋軸方向に直角な鉛直プレート10と、水平プレート9,9間に設けられた一対の仕切プレート11,11とからなっている。
【0008】
鉛直プレート10には緩衝ゴム体12の一方の面が固定され、この緩衝ゴム体12の他方の面には支圧板13が固定されている。すなわち、緩衝ゴム体12は鉛直プレート10と支圧板13との間に挟まれるようにして、複数のボルト14により鉛直プレート10に固定されている。これら緩衝ゴム体12及び支圧板13は方形のものであり、大気に露出した状態で鉛直プレート10に取り付けられている。このため、緩衝ゴム体12としては耐候性の良いゴム、例えばクロロプレンゴム等が使用される。また、支圧板13の露出面は溶融亜鉛メッキ処理が施される。ボルト14の締め付け程度は、鉛直プレート10と緩衝ゴム体12との間、及び緩衝ゴム体12と支圧板13との間に雨水等が侵入しない程度であり、緩衝ゴム体12には圧縮力を加えない。
【0009】
水平プレート9及び仕切プレート11,11により区画された空間15の入口部には偏向ブロック16が固定されている。この偏向ブロック16はポリエチレン等の合成樹脂を成形した2つの分割ブロックからなり、入口側が漸次広がる連結ケーブル4の挿通孔17を有している。
【0010】
鉛直プレート10、緩衝ゴム体12及び支圧板13は、連結ケーブル4の挿通孔18,19,20を有している。連結ケーブル4は、偏向ブロック16、鉛直プレート10、緩衝ゴム体12及び支圧板13の各挿通孔に挿通され、端部21が支圧板13から突出している。なお、この連結ケーブル4はPC鋼より線22aと、PC鋼より線22aが挿入固定される鋼製のマンション22bと、PC鋼より線22aを被覆する合成樹脂製の被覆材22cとからなっている。
【0011】
連結ケーブル4の端部21すなわちマンション22bの端部21には、雄ねじ部23が形成されている。この雄ねじ部23には、それぞれストッパを構成するワッシャ24とナット25が装着されている。鉛直プレート10から突出する連結ケーブル4の外周には、これよりも僅かに径が大きい円筒形コイルスプリング26が配置されている。このコイルスプリング26は緩衝ゴム体12及び支圧板13の各挿通孔19,20に一部が挿入され、一端が鉛直プレート10に係止し、他端がワッシャ24に係止している。ナット25の装着位置を適宜変えることにより、コイルスプリング26のばね力を変化させることが可能である。
【0012】
支圧板13から突出する連結ケーブル4は、カバー27で被覆されている。カバー27は先端が開放して後端が閉鎖した円筒形のもので、その先端開放側がボルト28により水密的に支圧板13に固定されている。このカバー27は鋼製あるいはポリエチレン製のものであり、鋼製とする場合には表面に溶融亜鉛メッキ処理が施される。
【0013】
上記落橋防止装置において、大地震により橋桁3が慣性力を受けると、連結ケーブル4には水平方向の衝撃力Pが作用する。この衝撃力によりコイルスプリング26が圧縮変形して、緩衝ゴム体12及び支圧板13の各挿通孔19,20の内部に押し込められる。この結果、ワッシャ24が支圧板13に衝合し、緩衝ゴム体12が橋軸方向に圧縮変形する。この緩衝ゴム体12の圧縮変形により、衝撃が緩和される。
【0014】
支圧板13の挿通孔20の周縁には支圧パイプ30を設けるようにしてもよい。このような支圧パイプ30を設けることにより、コイルスプリング26はその圧縮変形時に挿通孔19,20及び支圧パイプ30の内部に確実に押し込まれることになる。したがって、支圧板13を厚くすることなく、緩衝ゴム体12に確実に水平力を作用させることができる。
【0015】
上記実施形態のものによれば、コイルスプリング26が緩衝ゴム体12及び支圧板13の各挿通孔19,20に挿入配置されるので、全体長さが短くなる。緩衝ゴム体12及び支圧板13を露出状態とし、カバー27は支圧板13から突出する連結ケーブル4のみを覆うものとしたので、カバーが小さくて済む。コイルスプリングは円筒形のものであるので、円錐形のものに比べてコストが安く、ばねの強度計算も容易である。以上により、構造が簡素化されて、全体形状もコンパクト化し、製造コストが低減する。
【0016】
上記実施形態は例示にすぎず、この発明は種々の形態を採ることができる。例えば、上記実施形態では橋脚上の桁間を連結する構造を示したが、橋台と橋桁とを連結する場合にも、この発明を適用できる。
【0017】
【発明の効果】
以上のように、この発明によれば、構造が簡素化されて全体形状もコンパクト化し、製造コストの低減を図ることができる。
【図面の簡単な説明】
【図1】この発明の実施形態を示し、橋軸直角方向に沿った方向視による正面図である。
【図2】同実施形態の水平断面図である。
【符号の説明】
1:落橋防止装置
2:橋脚
3:橋桁
4:連結ケーブル
5:ブラケット
10:鉛直プレート
12:緩衝ゴム体
13:支圧板
14:ボルト
17:挿通孔
18:挿通孔
19:挿通孔
20:挿通孔
21:端部
24:ワッシャ
25:ナット
26:コイルスプリング
27:カバー
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a falling bridge prevention device for preventing a bridge girder from falling from a lower structure such as a pier or an abutment at the time of a disaster such as an earthquake.
[0002]
[Prior art]
If a horizontal force acts on the pier or abutment due to an earthquake or the like, not only will the pier or abutment be damaged, but they will also vibrate, causing damage such as dropping or dropping the bridge girder. In order to prevent such a bridge girder from falling, there are known ones in which the girder on the pier and between the abutment and the girder are connected by a PC cable or by a link. However, especially in the case of a huge earthquake, these devices cause a phenomenon that a large impact force is applied to the connecting portion between the PC cable or the link and the girder, and the connecting portion is broken.
[0003]
For this reason, in recent years, various types of fallen bridge prevention devices using PC cables have been developed in which a buffer mechanism combining a spring and rubber is attached to a bracket for connecting a PC cable and a bridge girder. However, those having such a buffer mechanism have a problem that the structure is complicated, the overall shape is large, and the cost is high.
[0004]
[Problems to be solved by the invention]
The present invention has been made based on the technical background as described above, and achieves the following object.
An object of the present invention is to provide a fallen bridge prevention device that can be simplified in structure, compact in overall shape, and reduced in manufacturing cost.
[0005]
[Means for Solving the Problems]
The present invention employs the following means in order to achieve the above object.
That is, this invention is a connecting member in which one end is attached to the bridge axial direction end of the bridge girder and the other end is attached to the bridge axial direction end or abutment of the bridge girder facing the bridge girder. The bridge girder prevention device for preventing the bridge girder from falling from the lower structure of the pier, abutment, etc.
A bracket provided at an end of the bridge beam or the abutment and having an insertion hole through which the connecting member is inserted;
One surface is fixed to the bracket so as to compressively deform in the bridge axis direction, and a shock-absorbing rubber body having an insertion hole through which the connecting member is inserted,
A bearing plate fixed to the other surface of the buffer rubber body and having an insertion hole through which the connecting member is inserted;
A stopper fixed to an end of the connecting member that is inserted into each insertion hole of the buffer rubber body and the bearing plate and protrudes from the bearing plate;
A coil spring that is disposed on the outer periphery of a connecting member protruding from the bracket, and is inserted into each insertion hole of the buffer rubber body and the pressure bearing plate, with one end locked to the bracket and the other end locked to the stopper. When,
And a cylindrical cover fixed to the bearing plate so as to cover the connecting member protruding from the bearing plate.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings. 1 and 2 show an embodiment of the present invention. FIG. 1 is an overall front view taken along the direction perpendicular to the bridge axis, and FIG. 2 is a horizontal sectional view. This embodiment is an example in which the present invention is applied to a simple girder between two or more spans. In this simple girder bridge, the ends of the bridge girder 3 and 3 in the bridge axis direction are installed facing each other at an interval above the pier 2 which is a lower structure.
[0007]
The falling bridge prevention devices 1 and 1 are attached to the end portions of the bridge girders 3 and 3 and have a connecting cable 4 which is a member for connecting the end portions of the girders. As shown in FIG. 2, the falling bridge prevention device 1 has a bracket 5, and this bracket 5 is fixed to a web of a bridge girder 3 (in the case of a steel girder) by a plurality of mounting bolts 7 via a liner plate 6. 8, a pair of upper and lower horizontal plates 9, 9 provided on the mounting plate 8, a vertical plate 10 perpendicular to the bridge axis direction across the intermediate portion of these horizontal plates 9, 9, and the horizontal plates 9, 9 It consists of a pair of partition plates 11 and 11 provided.
[0008]
One surface of the buffer rubber body 12 is fixed to the vertical plate 10, and a pressure bearing plate 13 is fixed to the other surface of the buffer rubber body 12. That is, the buffer rubber body 12 is fixed to the vertical plate 10 by the plurality of bolts 14 so as to be sandwiched between the vertical plate 10 and the pressure bearing plate 13. The buffer rubber body 12 and the pressure bearing plate 13 are rectangular and are attached to the vertical plate 10 while being exposed to the atmosphere. For this reason, a rubber having good weather resistance, such as chloroprene rubber, is used as the buffer rubber body 12. Further, the exposed surface of the bearing plate 13 is subjected to a hot dip galvanizing process. The tightening degree of the bolt 14 is such that rainwater or the like does not enter between the vertical plate 10 and the buffer rubber body 12 and between the buffer rubber body 12 and the bearing plate 13. Do not add.
[0009]
A deflection block 16 is fixed to an entrance of a space 15 defined by the horizontal plate 9 and the partition plates 11 and 11. The deflection block 16 is composed of two divided blocks formed of a synthetic resin such as polyethylene, and has an insertion hole 17 for the connecting cable 4 that gradually expands on the inlet side.
[0010]
The vertical plate 10, the shock absorbing rubber body 12, and the bearing plate 13 have insertion holes 18, 19, 20 for the connection cable 4. The connection cable 4 is inserted through the insertion holes of the deflection block 16, the vertical plate 10, the shock absorbing rubber body 12, and the pressure bearing plate 13, and the end 21 protrudes from the pressure bearing plate 13. The connecting cable 4 includes a PC steel strand 22a, a steel apartment 22b into which the PC steel strand 22a is inserted and fixed, and a synthetic resin covering material 22c that covers the PC steel strand 22a. Yes.
[0011]
A male screw portion 23 is formed at the end portion 21 of the connecting cable 4, that is, the end portion 21 of the apartment 22b. The male screw portion 23 is provided with a washer 24 and a nut 25 constituting a stopper. A cylindrical coil spring 26 having a slightly larger diameter is disposed on the outer periphery of the connecting cable 4 protruding from the vertical plate 10. A part of the coil spring 26 is inserted into the insertion holes 19 and 20 of the buffer rubber body 12 and the bearing plate 13, one end is locked to the vertical plate 10, and the other end is locked to the washer 24. By appropriately changing the mounting position of the nut 25, the spring force of the coil spring 26 can be changed.
[0012]
The connecting cable 4 protruding from the bearing plate 13 is covered with a cover 27. The cover 27 has a cylindrical shape with the front end opened and the rear end closed, and the open end of the cover 27 is fixed to the bearing plate 13 with a bolt 28 in a watertight manner. The cover 27 is made of steel or polyethylene. When the cover 27 is made of steel, the surface is subjected to hot dip galvanization.
[0013]
When the bridge girder 3 receives an inertial force due to a large earthquake in the above-described fallen bridge prevention device, a horizontal impact force P acts on the connecting cable 4. Due to this impact force, the coil spring 26 is compressed and deformed, and is pushed into the insertion holes 19 and 20 of the buffer rubber body 12 and the bearing plate 13. As a result, the washer 24 abuts against the bearing plate 13 and the cushioning rubber body 12 is compressed and deformed in the bridge axis direction. The impact is alleviated by the compression deformation of the buffer rubber body 12.
[0014]
A support pipe 30 may be provided at the periphery of the insertion hole 20 of the support plate 13. By providing such a support pipe 30, the coil spring 26 is surely pushed into the insertion holes 19 and 20 and the support pipe 30 at the time of compression deformation. Therefore, a horizontal force can be reliably applied to the buffer rubber body 12 without increasing the thickness of the bearing plate 13.
[0015]
According to the above embodiment, the coil spring 26 is inserted and disposed in the respective insertion holes 19 and 20 of the buffer rubber body 12 and the bearing plate 13, so that the overall length is shortened. Since the buffer rubber body 12 and the support plate 13 are exposed, and the cover 27 covers only the connection cable 4 protruding from the support plate 13, the cover can be small. Since the coil spring has a cylindrical shape, the cost is lower than that of a conical shape, and the spring strength can be easily calculated. As described above, the structure is simplified, the overall shape is made compact, and the manufacturing cost is reduced.
[0016]
The above embodiment is merely an example, and the present invention can take various forms. For example, in the above-described embodiment, the structure for connecting the beams on the bridge piers is shown. However, the present invention can also be applied when connecting the abutment and the bridge beams.
[0017]
【The invention's effect】
As described above, according to the present invention, the structure is simplified, the overall shape is made compact, and the manufacturing cost can be reduced.
[Brief description of the drawings]
FIG. 1 is a front view showing an embodiment of the present invention, as viewed in a direction along a direction perpendicular to a bridge axis.
FIG. 2 is a horizontal sectional view of the same embodiment.
[Explanation of symbols]
1: Falling bridge prevention device 2: Bridge pier 3: Bridge girder 4: Connection cable 5: Bracket 10: Vertical plate 12: Buffer rubber body 13: Bearing plate 14: Bolt 17: Insertion hole 18: Insertion hole 19: Insertion hole 20: Insertion hole 21: End 24: Washer 25: Nut 26: Coil spring 27: Cover

Claims (1)

橋桁の橋軸方向端部に、一方の端部が取り付けられ、かつ前記橋桁と対向する橋桁の橋軸方向端部又は橋台に、他方の端部が取り付けられた連結部材により前記橋桁が橋脚、橋台等の下部構造から落下するのを防止するための落橋防止装置であって、
前記橋桁の端部又は前記橋台に設けられ、前記連結部材が挿通される挿通孔を有するブラケットと、
このブラケットに橋軸方向に圧縮変形するように一方の面が固定され、前記連結部材が挿通される挿通孔を有する緩衝ゴム体と、
この緩衝ゴム体の他方の面に固定され、前記連結部材が挿通される挿通孔を有する支圧板と、
前記緩衝ゴム体及び前記支圧板の各挿通孔に挿通されて前記支圧板から突出する前記連結部材の端部に固定されたストッパと、
前記ブラケットから突出する連結部材の外周に配置され、かつ前記緩衝ゴム体及び前記支圧板の各挿通孔に挿入されて一端が前記ブラケットに係止し、他端が前記ストッパに係止するコイルスプリングと、
前記支圧板から突出する前記連結部材を覆うように、前記支圧板に固定される筒状のカバーと
を備えてなる落橋防止装置。
One end is attached to the bridge axial direction end of the bridge girder, and the bridge girder is a pier by a connecting member to which the other end is attached to the bridge axial direction end or abutment of the bridge girder facing the bridge girder , A fallen bridge prevention device for preventing falling from a lower structure such as an abutment,
A bracket provided at an end of the bridge beam or the abutment and having an insertion hole through which the connecting member is inserted;
One surface is fixed to the bracket so as to compressively deform in the bridge axis direction, and a shock-absorbing rubber body having an insertion hole through which the connecting member is inserted,
A bearing plate fixed to the other surface of the buffer rubber body and having an insertion hole through which the connecting member is inserted;
A stopper fixed to an end of the connecting member that is inserted through each insertion hole of the buffer rubber body and the bearing plate and protrudes from the bearing plate;
A coil spring which is disposed on the outer periphery of a connecting member protruding from the bracket, and is inserted into each insertion hole of the buffer rubber body and the pressure bearing plate so that one end is locked to the bracket and the other end is locked to the stopper. When,
A falling bridge prevention device comprising: a cylindrical cover fixed to the bearing plate so as to cover the connecting member protruding from the bearing plate.
JP2001333861A 2001-10-31 2001-10-31 Fall bridge prevention device Expired - Lifetime JP3768144B2 (en)

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JP4449018B2 (en) * 2005-02-10 2010-04-14 株式会社川金コアテック Fall bridge prevention device
JP4719625B2 (en) * 2006-06-06 2011-07-06 ショーボンド建設株式会社 Installation method of bridge fall prevention device
JP6177589B2 (en) * 2013-05-30 2017-08-09 東京製綱株式会社 Fall bridge prevention device
CN108677758A (en) * 2018-05-10 2018-10-19 杭州市市政工程集团有限公司 The antidumping anti-fall girder apparatus and its construction method that existing bridge is added
CN108931609A (en) * 2018-05-17 2018-12-04 蔡宝凤 A kind of support check device based on bridge security performance
CN114232520A (en) * 2021-12-29 2022-03-25 浙江钜桥实业有限公司 Bridge steel structure reinforcing apparatus
CN115262425B (en) * 2022-09-15 2023-09-26 江苏省交通工程集团有限公司 Hogging moment stretching grouting construction process

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