JP3075997B2 - Falling bridge prevention device - Google Patents

Falling bridge prevention device

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Publication number
JP3075997B2
JP3075997B2 JP1745597A JP1745597A JP3075997B2 JP 3075997 B2 JP3075997 B2 JP 3075997B2 JP 1745597 A JP1745597 A JP 1745597A JP 1745597 A JP1745597 A JP 1745597A JP 3075997 B2 JP3075997 B2 JP 3075997B2
Authority
JP
Japan
Prior art keywords
diameter portion
connecting rod
bridge
cylindrical member
prevention 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.)
Expired - Lifetime
Application number
JP1745597A
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Japanese (ja)
Other versions
JPH10195821A (en
Inventor
康久 比志島
Original Assignee
川口金属工業株式会社
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Filing date
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Application filed by 川口金属工業株式会社 filed Critical 川口金属工業株式会社
Priority to JP1745597A priority Critical patent/JP3075997B2/en
Publication of JPH10195821A publication Critical patent/JPH10195821A/en
Application granted granted Critical
Publication of JP3075997B2 publication Critical patent/JP3075997B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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、地震等の災害時
に橋桁が橋脚や橋台等の下部構造物から落下するのを防
止するための落橋防止装置に関し、さらに詳細には、落
橋防止装置でありなながら、減衰機能を持ち、しかも温
度変化による桁の伸縮によっては水平力が作用しない特
徴を持った装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bridge prevention device for preventing a bridge girder from falling from a substructure such as a pier or an abutment in the event of a disaster such as an earthquake, and more particularly to a bridge prevention device. However, the present invention relates to a device having a damping function and a feature that horizontal force does not act due to expansion and contraction of a girder due to a temperature change.

【0002】[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ず、橋桁が橋脚から
ずり落ちる、すなわち落橋するという被害をもたらす。
従来、落橋防止装置として種々提案されているが、その
1つとして、この出願人により提案された実開平5−3
315号公報記載の装置が知られている。
2. Description of the Related Art When a horizontal force acts on a pier or an abutment due to an earthquake or the like, not only the pier or the abutment is damaged, but also the bridge girder slips off the pier, that is, the bridge falls.
Conventionally, various devices have been proposed as a bridge prevention device. One of the devices is an actual bridge device proposed by the present applicant.
An apparatus described in Japanese Patent Publication No. 315 is known.

【0003】これは、シリンダ内にシリコン・パテ(メ
チル系シリコンゴムに硼素を添加してなる変性体)のよ
うなダイラタント流体を封入し、ピストンロッドを橋桁
等の一方の構造物に連結し、シリンダを橋桁、橋脚、橋
台等の他方の構造物に連結したものである。ピストンと
シリンダ周壁との間には隙間が設けられ、ピストンの一
方側から他方側にシリコン・パテが流動可能となってい
る。
[0003] In this method, a dilatant fluid such as silicon putty (a modified product obtained by adding boron to methyl silicon rubber) is sealed in a cylinder, and a piston rod is connected to one of the structures such as a bridge girder. A cylinder is connected to another structure such as a bridge girder, a pier, or an abutment. A gap is provided between the piston and the peripheral wall of the cylinder so that the silicone putty can flow from one side of the piston to the other side.

【0004】この従来装置によれば、温度変化による橋
桁の伸縮に対しては、ピストンとシリンダ周壁との間の
隙間を介してシリコン・パテがゆっくり流動することに
より、ピストンが移動し、橋桁の伸縮に追従する。ま
た、地震等の衝撃力に対しては、シリコン・パテが流動
することなく剛体として作動し、構造物間で衝撃力を伝
達することにより、落橋防止装置として機能する。
According to this conventional apparatus, with respect to expansion and contraction of the bridge girder due to temperature change, the silicon putty slowly flows through the gap between the piston and the cylinder peripheral wall, so that the piston moves and the bridge girder moves. Follow the expansion and contraction. Also, with respect to an impact force such as an earthquake, the silicon putty operates as a rigid body without flowing, and functions as a fall prevention device by transmitting the impact force between structures.

【0005】[0005]

【発明が解決しようとする課題】この発明は上記のよう
な従来装置の利点を生かしつつ、その改良を図るために
なされたものであって、次の目的を達成するものであ
る。
SUMMARY OF THE INVENTION The present invention has been made to improve the above-mentioned conventional apparatus while making use of the advantages thereof, and has the following objects.

【0006】この発明の目的は、温度変化による橋桁の
伸縮に対しては自由に追従し、地震等の衝撃力に対して
は、弾性体により抵抗するとともに、減衰機能を発揮す
る落橋防止装置を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a fall prevention device which can freely follow the expansion and contraction of a bridge girder due to a temperature change, and can resist an impact force such as an earthquake by an elastic body and exhibit a damping function. To provide.

【0007】[0007]

【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。
The present invention employs the following means to achieve the above object.

【0008】すなわちこの発明は、橋梁において橋桁を
含む2つの構造物を連結し、前記橋桁の落下を防止する
ための落橋防止装置であって、前記2つの構造物の一方
に連結され、中間部にピストンが設けられた連結ロッド
と、前記2つの構造物の他方に連結され、前記連結ロッ
ドが移動可能に挿通される第1の筒状部材と、前記連結
ロッドの外周にあって、前記ピストンがその一方側から
他方側に流体の移動を許すように収容され、かつ前記流
体としてダイラタント流体が封入されたシリンダと、前
記連結ロッドの外周にあって、前記シリンダと一体に設
けられた第2の筒状部材と、前記第1の筒状部材と第2
の筒状部材との間に固着されたゴム状弾性体とを備えて
なることを特徴とする落橋防止装置にある。
[0008] That is, the present invention is a fall prevention device for connecting two structures including a bridge girder in a bridge to prevent the bridge girder from falling, wherein the device is connected to one of the two structures and has an intermediate portion. A connecting rod provided with a piston, a first tubular member connected to the other of the two structures, the connecting rod being movably inserted, and a piston on the outer periphery of the connecting rod; Is accommodated from one side to the other side to allow movement of fluid, and a cylinder in which dilatant fluid is sealed as the fluid, and a second cylinder provided on the outer periphery of the connecting rod and provided integrally with the cylinder. Cylindrical member, the first cylindrical member and the second cylindrical member.
And a rubber-like elastic body fixed between the cylindrical member and the bridge member.

【0009】またこの発明は、前記第1の筒状部材が前
記第2の筒状部材よりも小径な小径部と大径部とからな
り、前記小径部に前記連結ロッドが挿通され、前記小径
部と前記第2の筒状部材との間に前記ゴム状弾性体が固
着されていることを特徴とする落橋防止装置にある。
Further, according to the present invention, the first cylindrical member includes a small-diameter portion and a large-diameter portion smaller in diameter than the second cylindrical member, and the connecting rod is inserted through the small-diameter portion, and The rubber-like elastic body is fixed between a portion and the second tubular member.

【0010】さらにこの発明は、前記連結ロッドの端部
が前記小径部から前記大径部に突出し、この突出端部に
前記小径部に係合可能な係合部が設けられていることを
特徴とする落橋防止装置にある。
Further, the present invention is characterized in that an end of the connecting rod projects from the small-diameter portion to the large-diameter portion, and the protruding end is provided with an engaging portion capable of engaging with the small-diameter portion. In the fall prevention device.

【0011】この発明によれば、温度変化により橋桁が
伸縮する際は、ピストンの一方側から他方側にダイラン
ト流体がゆっくり流動することにより、ピストンが移動
し、これに伴い連結ロッドが第1の筒状部材に対し移動
し、橋桁の伸縮に抵抗なしに追従する。
According to the present invention, when the bridge girder expands and contracts due to a temperature change, the piston moves due to the slow flow of the dyrant fluid from one side of the piston to the other side, whereby the connecting rod is moved to the first position. It moves relative to the tubular member and follows the expansion and contraction of the bridge girder without resistance.

【0012】また、地震等の衝撃力に対しては、ダイラ
ント流体が流動することなく剛体として作動する。その
結果、連結ロッドあるいは第1の筒状部材に作用する衝
撃力は、シリンダと一体となった第2の筒状部材及びゴ
ム状弾性体を介して連結ロッド及び第1の筒状部材間で
互いに伝達され、すなわち2つの構造物間で衝撃力が伝
達される。その際、ゴム状弾性体は弾性せん断変形する
ことにより抵抗し、衝撃力の振動周期を長周期化して第
1の筒状部材及び第2の筒状部材間で伝達し、同時に衝
撃力のエネルギーを吸収し水平力を減衰させる。
[0012] Also, with respect to an impact force such as an earthquake, the dierant fluid operates as a rigid body without flowing. As a result, the impact force acting on the connecting rod or the first cylindrical member is transmitted between the connecting rod and the first cylindrical member via the second cylindrical member and the rubber elastic body integrated with the cylinder. It is transmitted to each other, that is, the impact force is transmitted between the two structures. At this time, the rubber-like elastic body resists due to elastic shear deformation, makes the vibration cycle of the impact force longer, and transmits it between the first tubular member and the second tubular member. Absorbs and attenuates horizontal forces.

【0013】ここに、ダイラント流体とは非ニュートン
流体の一種で、純粘性流体の中で見掛けの粘度がせん断
速度の増加とともに増加する流体をいう。したがって、
温度変化による橋桁の伸縮のように緩慢な運動の場合
は、せん断速度が小さく流動性を示し、衝撃力による運
動の場合は、せん断速度が大きく流動することなく剛体
として作動する。ダイラント流体としては、従来と同様
にメチル系シリコンゴムに硼素を添加してなる変性体で
あるシリコン・パテ等を用いることができる。
[0013] Here, the dirant fluid is a kind of non-Newtonian fluid, and is a pure viscous fluid in which the apparent viscosity increases as the shear rate increases. Therefore,
In the case of a slow motion such as expansion and contraction of a bridge girder due to a temperature change, the shear rate is small and the fluidity is exhibited. In the case of an impact force, the shear rate is large and the body operates as a rigid body without flowing. As the diluent fluid, silicon putty or the like, which is a modified body obtained by adding boron to methyl silicon rubber, can be used as in the conventional case.

【0014】[0014]

【発明の実施の形態】この発明の実施の形態を図面を用
いて以下に説明する。図1はこの発明の実施の形態を示
す全体正面図である。この実施の形態は、2径間以上の
単純桁橋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、下部構造物である橋脚1の上部に、橋桁
2、2の各端部が間隔を置いて対向して載置される。そ
して、一方の橋桁2は固定支承Fを介して、他方の橋桁
2は可動支承Mを介して橋脚1のそれぞれ支承される。
温度変化等による橋桁2の伸縮は、橋桁2、2間の間隔
によって吸収される。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an overall front view showing an embodiment of the present invention. This embodiment is an example in which the present invention is applied to a simple girder bridge having two or more spans. In this simple girder bridge, the respective ends of the bridge girders 2 and 2 are placed facing each other with an interval above the pier 1 as a lower structure. Then, one bridge girder 2 is supported on the fixed pier F and the other bridge girder 2 is supported on the pier 1 via the movable support M.
Expansion and contraction of the bridge girder 2 due to a temperature change or the like is absorbed by the gap between the bridge girder 2 and 2.

【0015】落橋防止装置3は橋桁2、2間に設けら
れ、これらを連結している。図2は落橋防止装置3の詳
細を示す水平断面図、図3は図2のA−A線断面図であ
る。落橋防止装置3は中間部にピストン4が設けられた
連結ロッド5と、第1の筒状部材6とを有している。連
結ロッド5の一端にはピン穴7を有する連結プレート8
が設けられている。この連結プレート8が一方の橋桁2
に固定されたブラケット9にピン10を介して枢支され
ることにより、連結ロッド5が一方の橋桁2に連結され
ている。
The bridge prevention device 3 is provided between the bridge girders 2 and 2 and connects them. FIG. 2 is a horizontal sectional view showing the details of the fall prevention device 3, and FIG. 3 is a sectional view taken along line AA of FIG. The falling bridge prevention device 3 includes a connecting rod 5 having a piston 4 provided at an intermediate portion, and a first cylindrical member 6. A connecting plate 8 having a pin hole 7 at one end of the connecting rod 5
Is provided. This connecting plate 8 is used as one bridge girder 2
The connecting rod 5 is connected to one bridge girder 2 by being pivotally supported via a pin 10 to a bracket 9 fixed to the bracket 9.

【0016】第1の筒状部材6は小径部6aと、この小
径部6aに螺着される大径部6bとからなり、連結ロッ
ド5は小径部6aに移動可能に挿通され、他端が大径部
6b内に突出している。連結ロッド5の突出端部には係
合部であるナット24が螺着され、このナット24は小
径部6aの端面に係合可能となっている。大径部6bに
はピン穴11を有する連結プレート12が設けられてい
る。この連結プレート12が他方の橋桁2に固定された
ブラケット13にピン14を介して枢支されることによ
り、第1の筒状部材6が他方の橋桁2に連結されてい
る。
The first cylindrical member 6 comprises a small diameter portion 6a and a large diameter portion 6b screwed to the small diameter portion 6a. The connecting rod 5 is movably inserted into the small diameter portion 6a, and the other end is connected to the small diameter portion 6a. It protrudes into the large diameter portion 6b. A nut 24, which is an engaging portion, is screwed to the projecting end of the connecting rod 5, and the nut 24 can be engaged with the end surface of the small diameter portion 6a. The large-diameter portion 6b is provided with a connection plate 12 having a pin hole 11. The first tubular member 6 is connected to the other bridge girder 2 by pivotally supporting the connection plate 12 via a pin 14 to a bracket 13 fixed to the other bridge girder 2.

【0017】連結ロッド5の外周にはピストン4が収容
されるようにシリンダ15が設けられている。また、連
結ロッド5の外周には第2の筒状部材17が設けられ、
この第2の筒状部材17とシリンダ15とはボルト18
を介して一体に固定され、シリンダ15の内部は第2の
筒状部材17の端壁19により密閉されている。これら
のシリンダ15及び第2の筒状部材17と連結ロッド5
との間には、ベアリング16がそれぞれ介在されてい
る。
A cylinder 15 is provided on the outer periphery of the connecting rod 5 so as to accommodate the piston 4. A second cylindrical member 17 is provided on the outer periphery of the connecting rod 5,
The second cylindrical member 17 and the cylinder 15 are connected to a bolt 18
, And the inside of the cylinder 15 is sealed by an end wall 19 of the second tubular member 17. These cylinder 15 and second cylindrical member 17 and connecting rod 5
And bearings 16 are interposed between them.

【0018】シリンダ15の内部にはダイラント流体2
0が封入されている。このダイラント流体としては、従
来と同様のメチル系シリコンゴムに硼素を添加してなる
変性体であるシリコン・パテが用いられている。シリン
ダ15の内壁とピストン4との間には間隙21が形成さ
れ、ダイラント流体20はピストン4の一方側から他方
側に流動可能である。間隙21に代えて、あるいは間隙
21に加えてピストン4にオリフィスを設けてもよい。
The inside of the cylinder 15 contains a dierant fluid 2
0 is enclosed. As the diluent fluid, a silicon putty, which is a modified product obtained by adding boron to a methyl silicone rubber as in the prior art, is used. A gap 21 is formed between the inner wall of the cylinder 15 and the piston 4, and the dierant fluid 20 can flow from one side of the piston 4 to the other side. An orifice may be provided in the piston 4 instead of or in addition to the gap 21.

【0019】第1の筒状部材6の小径部6aと第2の筒
状部材17との間には、高減衰ゴムからなる筒状のゴム
状弾性体22が固着されている。より具体的には、ゴム
状弾性体22は取付リング23と小径部6aとの間に加
硫接着され、第2の筒状部材17に螺着される取付リン
グ23を介して第2の筒状部材17に固着されている。
このゴム状弾性体22は小径部6aの外周に加硫成形さ
れた後、取付リング23を絞り加工することにより収縮
され、半径方向の残留応力が与えられている。
Between the small diameter portion 6a of the first cylindrical member 6 and the second cylindrical member 17, a cylindrical rubber-like elastic body 22 made of high-damping rubber is fixed. More specifically, the rubber-like elastic body 22 is vulcanized and bonded between the mounting ring 23 and the small-diameter portion 6a, and is mounted on the second cylindrical member 17 via the mounting ring 23 screwed to the second cylindrical member 17. It is fixed to the shape member 17.
The rubber-like elastic body 22 is vulcanized and formed on the outer periphery of the small diameter portion 6a, and then contracted by drawing the mounting ring 23 to give a residual stress in the radial direction.

【0020】上記落橋防止装置は次のように作用する。
橋脚1に地震力等の衝撃力が作用しない平常時には、温
度変化により橋桁2が伸縮するが、その際ピストン4の
一方側から他方側にダイラント流体20がゆっくり流動
することにより、ピストン4が移動する。これに伴い連
結ロッド5が第1の筒状部材6に対し移動し、橋桁2の
伸縮に追従する。すなわち、この場合、連結ロッド5及
び第1の筒状部材6間での荷重の伝達はほとんど生じな
い。
The above device for preventing a bridge from falling works as follows.
In normal times when an impact force such as seismic force does not act on the pier 1, the bridge girder 2 expands and contracts due to a temperature change. At this time, the piston 4 moves due to the slow flow of the dierant fluid 20 from one side of the piston 4 to the other side. I do. Accordingly, the connecting rod 5 moves with respect to the first tubular member 6 and follows the expansion and contraction of the bridge girder 2. That is, in this case, almost no load is transmitted between the connecting rod 5 and the first cylindrical member 6.

【0021】一方、橋脚1に地震等の衝撃力が作用する
と、橋脚1は図1に矢印で示すように振動し橋桁2、2
に衝撃力が加わる。この衝撃力に対しては、ダイラント
流体20が流動することなく剛体として作動する。その
結果、連結ロッド5あるいは第1の筒状部材6に作用す
る衝撃力は、シリンダ15と一体となった第2の筒状部
材17及びゴム状弾性体22を介して連結ロッド5及び
第1の筒状部材6間で互いに伝達され、すなわち橋桁
2、2間で衝撃力が伝達される。
On the other hand, when an impact force such as an earthquake acts on the pier 1, the pier 1 vibrates as shown by arrows in FIG.
The impact force is applied to. In response to this impact force, the dierant fluid 20 operates as a rigid body without flowing. As a result, the impact force acting on the connecting rod 5 or the first cylindrical member 6 is applied to the connecting rod 5 and the first cylindrical member 6 via the second cylindrical member 17 and the rubber elastic body 22 integrated with the cylinder 15. Are transmitted to each other between the tubular members 6, that is, the impact force is transmitted between the bridge girders 2.

【0022】その際、ゴム状弾性体22は弾性せん断変
形することにより抵抗し、衝撃力の振動周期を長周期化
して第1の筒状部材6及び第2の筒状部材17間で伝達
し、同時に衝撃力のエネルギーを吸収し、水平力を速や
かに減衰させる。振幅がナット24と第1の筒状部材6
の小径部6aとの間隔範囲以上のものであると、ナット
24が小径部6aの端面に係合し、究極的には橋桁2の
落下が防止される。
At this time, the rubber-like elastic body 22 resists due to the elastic shear deformation, and the vibration period of the impact force is lengthened and transmitted between the first tubular member 6 and the second tubular member 17. At the same time, it absorbs the energy of the impact force and rapidly attenuates the horizontal force. The amplitude is the nut 24 and the first cylindrical member 6
If the distance is greater than or equal to the distance between the small diameter portion 6a, the nut 24 is engaged with the end face of the small diameter portion 6a, and ultimately, the bridge girder 2 is prevented from falling.

【0023】上記実施の形態は例示にすぎず、この発明
は種々の改変が可能である。例えば、上記実施の形態で
は落橋防止装置を2つの橋桁間に設置したが、橋桁と橋
脚あるいは橋台との間に設置することもできる。
The above embodiment is merely an example, and the present invention can be variously modified. For example, in the above embodiment, the fall prevention device is installed between two bridge girders, but may be installed between a bridge girder and a pier or abutment.

【0024】[0024]

【発明の効果】以上のようにこの発明によれば、温度変
化による橋桁の伸縮に対しては自由に追従し、地震等の
衝撃力に対しては、弾性により抵抗するとともに、減衰
機能を発揮し、衝撃力を緩和することができる。
As described above, according to the present invention, the bridge girder can freely follow the expansion and contraction of the bridge girder due to the temperature change, and can resist the impact force of an earthquake or the like by elasticity and exhibit a damping function. Thus, the impact force can be reduced.

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

【図1】図1は、この発明の実施の形態を示す全体正面
図である。
FIG. 1 is an overall front view showing an embodiment of the present invention.

【図2】図2は、落橋防止装置を示す水平断面図であ
る。
FIG. 2 is a horizontal cross-sectional view showing a bridge fall prevention device.

【図3】図3は、図2のA−A線断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【符号の説明】[Explanation of symbols]

1…橋脚 2…橋桁 3…落橋防止装置 4…ピストン 5…連結ロッド 6…第1の筒状部材 6a…小径部 6b…大径部 15…シリンダ 17…第2の筒状部材 20…ダイラント流体 21…間隙 22…ゴム状弾性体 24…ナット DESCRIPTION OF SYMBOLS 1 ... Bridge pier 2 ... Bridge girder 3 ... Bridge prevention device 4 ... Piston 5 ... Connecting rod 6 ... First cylindrical member 6a ... Small diameter part 6b ... Large diameter part 15 ... Cylinder 17 ... Second cylindrical member 20 ... Dilant fluid 21: gap 22: rubber-like elastic body 24: nut

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】橋梁において橋桁を含む2つの構造物を連
結し、前記橋桁の落下を防止するための落橋防止装置で
あって、 前記2つの構造物の一方に連結され、中間部にピストン
が設けられた連結ロッドと、 前記2つの構造物の他方に連結され、前記連結ロッドが
移動可能に挿通される第1の筒状部材と、 前記連結ロッドの外周にあって、前記ピストンがその一
方側から他方側に流体の移動を許すように収容され、か
つ前記流体としてダイラタント流体が封入されたシリン
ダと、 前記連結ロッドの外周にあって、前記シリンダと一体に
設けられた第2の筒状部材と、 前記第1の筒状部材と第2の筒状部材との間に固着され
たゴム状弾性体とを備えてなることを特徴とする落橋防
止装置。
An apparatus for preventing two bridges including a bridge girder from being connected to each other in a bridge to prevent the bridge girder from falling, wherein a piston is connected to one of the two structures and an intermediate part has a piston. A connecting rod provided, a first cylindrical member connected to the other of the two structures and through which the connecting rod is movably inserted, and an outer periphery of the connecting rod, wherein the piston is one of A cylinder which is accommodated to allow movement of fluid from one side to the other side, and in which a dilatant fluid is sealed as the fluid; and a second cylindrical member provided on the outer periphery of the connecting rod and provided integrally with the cylinder. A fall prevention device, comprising: a member; and a rubber-like elastic body fixed between the first tubular member and the second tubular member.
【請求項2】前記第1の筒状部材が前記第2の筒状部材
よりも小径な小径部と大径部とからなり、前記小径部に
前記連結ロッドが挿通され、前記小径部と前記第2の筒
状部材との間に前記ゴム状弾性体が固着されていること
を特徴とする請求項1記載の落橋防止装置。
2. The first cylindrical member includes a small-diameter portion and a large-diameter portion smaller in diameter than the second cylindrical member, and the connecting rod is inserted through the small-diameter portion, and the small-diameter portion and the small-diameter portion are connected to each other. The fall prevention device according to claim 1, wherein the rubber-like elastic body is fixed between the second tubular member and the second tubular member.
【請求項3】前記連結ロッドの端部が前記小径部から前
記大径部に突出し、この突出端部に前記小径部に係合可
能な係合部が設けられていることを特徴とする請求項2
記載の落橋防止装置。
3. An end of the connecting rod protrudes from the small-diameter portion to the large-diameter portion, and the protruding end is provided with an engaging portion capable of engaging with the small-diameter portion. Item 2
The described bridge fall prevention device.
JP1745597A 1997-01-14 1997-01-14 Falling bridge prevention device Expired - Lifetime JP3075997B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1745597A JP3075997B2 (en) 1997-01-14 1997-01-14 Falling bridge prevention device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1745597A JP3075997B2 (en) 1997-01-14 1997-01-14 Falling bridge prevention device

Publications (2)

Publication Number Publication Date
JPH10195821A JPH10195821A (en) 1998-07-28
JP3075997B2 true JP3075997B2 (en) 2000-08-14

Family

ID=11944508

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1745597A Expired - Lifetime JP3075997B2 (en) 1997-01-14 1997-01-14 Falling bridge prevention device

Country Status (1)

Country Link
JP (1) JP3075997B2 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100430645B1 (en) * 2001-12-13 2004-05-10 유니슨 주식회사 Two Step Shock Absorber for Unseating Prevention
KR100476439B1 (en) * 2002-03-12 2005-03-16 박대원 Earth-quake-proof apparatus for a structure
JP2006226009A (en) * 2005-02-18 2006-08-31 Yokohama Rubber Co Ltd:The Bridge fall prevention device
JP4607785B2 (en) * 2006-02-13 2011-01-05 三井住友建設株式会社 Continuous viaduct
CN103255704B (en) * 2013-05-28 2015-06-03 招商局重庆交通科研设计院有限公司 Steel damper anti-collision and anti-girder-dropping device
CN104612042B (en) * 2013-12-05 2018-06-26 深圳市市政设计研究院有限公司 A kind of anticollision attachment device for bridge
CN104480853A (en) * 2015-01-09 2015-04-01 中铁二院工程集团有限责任公司 Piston type longitudinal force transmitting coupling beam device
CN107338721A (en) * 2017-06-26 2017-11-10 长沙市市政工程有限责任公司 Steel damps anti-fall girder apparatus

Also Published As

Publication number Publication date
JPH10195821A (en) 1998-07-28

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