JPH10168823A - Bridge fail preventing device - Google Patents

Bridge fail preventing device

Info

Publication number
JPH10168823A
JPH10168823A JP35255296A JP35255296A JPH10168823A JP H10168823 A JPH10168823 A JP H10168823A JP 35255296 A JP35255296 A JP 35255296A JP 35255296 A JP35255296 A JP 35255296A JP H10168823 A JPH10168823 A JP H10168823A
Authority
JP
Japan
Prior art keywords
moving
superstructure
guide member
connecting member
bridge
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
JP35255296A
Other languages
Japanese (ja)
Other versions
JP3069303B2 (en
Inventor
Hiroshi Yokoyama
広 横山
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.)
Sho Bond Corp
Original Assignee
Sho Bond 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 Sho Bond Corp filed Critical Sho Bond Corp
Priority to JP8352552A priority Critical patent/JP3069303B2/en
Publication of JPH10168823A publication Critical patent/JPH10168823A/en
Application granted granted Critical
Publication of JP3069303B2 publication Critical patent/JP3069303B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To remove the limitation of mounting space and set a moving quantity from the viewpoint of moving portion of a superstructure by inserting a moving member to a guide member mounted under a connecting member, and mounting the upper part of the moving member on the lower part of the connecting member mounted on the lower surface of the superstructure and lower part to a stop member, respectively. SOLUTION: An upper part of a connecting member 2 formed of a pair of plate bodies is connected to the lower surface of a superstructure 6, and a cylindrical guide member 3 is mounted on the wall surface of a substructure 7 in the lower port thereof. The upward protruding part of a box-like moving member 4 inserted to the cavity part of the guide member 3 is rotatably connected between the lower parts of the connecting member 2, and a stop member 5 having a diameter larger than the guide member 3 is mounted on the lower protruding part. When the superstructure 6 beings to move in bridge falling direction, the moving member 4 is displaced so as to allow the movement to the moving quantity, and the movement is continued until the stop member 6 fixes the movement. Each member 2-5 is vertically situated, the limitation of mounting space of a bridge fall preventing device can be removed, and the moving quantity of the superstructure can be set.

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、橋梁の落下防止装
置に、特に、上部工である主桁が、下部工である橋台か
ら落下するのを防止する装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for preventing a bridge from falling, and more particularly to a device for preventing a main girder as a superstructure from falling from an abutment as a substructure.

【0002】[0002]

【従来の技術】兵庫県南部地震では、道路橋に大きな被
害が発生し、橋梁にとっては絶対に避けなければならな
い落橋に至ったものもみられた。それに対し、復旧仕様
では、その中で反力が作用しても壊れない落橋防止装置
の複数の設置を義務づけた。具体的には、上部工相互の
連結や、上部工と下部工の連結、下部工への突起の設置
である。その他には、設置する装置には、上部工がある
程度移動してから効き始めるための移動量を設定するこ
とや衝撃的な荷重を吸収できるような構造にすることが
示されている。
2. Description of the Related Art The Hyogoken-Nanbu Earthquake caused severe damage to road bridges, and some bridges had to be dropped. On the other hand, the restoration specification required the installation of multiple anti-bridging devices that would not break even if a reaction force was applied. Specifically, it is the connection between superstructures, the connection between superstructures and substructures, and the installation of projections on substructures. In addition, it is disclosed that the device to be installed is configured to set a moving amount for the superstructure to start working after being moved to some extent and to have a structure capable of absorbing a shocking load.

【0003】落橋防止装置の構造は、上部工相互の連結
や下部工への突起の設置は比較的容易であるが、上部工
と下部工との連結は、後述するような取り付け空間の制
約等があって、困難な場合が多い。
[0003] The structure of the bridge-preventing device is relatively easy to connect to the superstructure and to install the projections on the substructure, but the connection between the superstructure and the substructure is limited by the mounting space as described later. Is often difficult.

【0004】これまでに試みられている上部工と下部工
とを連結する落橋防止装置の構造は、上部工と下部工と
をチェーンやPCケーブルで連結し、上部工が下部工か
ら落下しないような仕組みのものが普通である。たとえ
ば、沓を介して下部工Bに載置された上部工Aとを図8
に示すような上部工Aの下面と下部工Bの壁面に取り付
けた取り付け部材C、Cを介してチェーンDにより連結
したり、図9に示すように同じく上部工Aの下面と下部
工Bの壁面に取り付けた取り付け部材C、Cを介してP
Cケーブルで連結する構造のものである。なお、図は向
い合う一方の上部工と下部工側については省略してあ
る。
[0004] The structure of the bridge-preventing device for connecting a superstructure and a substructure, which has been tried so far, is to connect the superstructure and the substructure with a chain or a PC cable so that the superstructure does not fall from the substructure. Those with a simple mechanism are common. For example, FIG. 8 shows a superstructure A placed on a substructure B via a shoe.
As shown in FIG. 9, the lower surface of the superstructure A and the lower surface of the substructure B are connected by a chain D via mounting members C and C attached to the wall surface of the substructure B. P via mounting members C, C mounted on the wall
It is a structure that is connected by a C cable. It should be noted that in the drawing, one of the facing superstructure and substructure is omitted.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、これら
の構造は、上部工がある程度移動してから効き始めるた
めの移動量の設定の必要上、取り付け空間の制約があ
る。たとえば、取り付け空間を橋軸方向に長く必要とす
るため、跨線橋や跨道橋等の設置は、その下方の通過車
輌等の障害となる。
However, these structures have limitations on the mounting space due to the necessity of setting a movement amount for the superstructure to start working after being moved to some extent. For example, since an installation space is required to be long in the bridge axis direction, the installation of an overpass, an overpass, or the like becomes an obstacle to vehicles passing thereunder.

【0006】[0006]

【課題を解決するための手段】本発明は、かかる課題を
解決するとともに上部工がある程度移動してから効き始
めるため移動量を設置することのできる、また、衝撃的
な荷重を吸収できるようにした落橋防止装置を以下述べ
るところにより提供する。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems, and enables the installation of a moving amount for the superstructure to start working after being moved to some extent, and to absorb a shocking load. The proposed bridge prevention device is provided below.

【0007】第1に、上下に長さを有する連結部材の上
方を上部工の下面に取り付け部材を介してヒンジ結合
し、下部工の壁面に筒状のガイド部材を連結部材の下方
に位置するように取り付け、ガイド部材に上下にガイド
部材の長さよりも大の長さを有する移動部材を挿通し、
移動部材の上方突出部を連結部材にヒンジ結合し、下方
突出部にガイド部材の径よりも大の径を有するストップ
部材を取り付けてなる落橋防止装置を提供する。
First, the upper part of the connecting member having a vertical length is hinged to the lower surface of the superstructure via a mounting member, and a cylindrical guide member is positioned below the connecting member on the wall surface of the lower structure. So that a moving member having a length greater than the length of the guide member is inserted vertically into the guide member,
Provided is an apparatus for preventing a bridge from falling, wherein an upper protrusion of a moving member is hinged to a connecting member, and a stop member having a diameter larger than the diameter of the guide member is attached to the lower protrusion.

【0008】第2に、上下に長さを有する連結部材の上
方を上部工の下面に取り付け部材を介してヒンジ結合
し、下部工の壁面に筒状のガイド部材を連結部材の下方
に位置するように取り付け、ガイド部材に上下にガイド
部材の長さよりも大の長さを有する移動部材を挿通し、
移動部材の上方突出部を連結部材にヒンジ結合し、下方
突出部にガイド部材の径よりも大の径を有するストップ
部材を取り付けるとともにガイド部材と移動部材との間
の空隙に弾性材料を充填してなる落橋防止装置を提供す
る。
Second, the upper part of the connecting member having a vertical length is hinged to the lower surface of the superstructure via a mounting member, and a cylindrical guide member is positioned below the connecting member on the wall surface of the lower structure. So that a moving member having a length greater than the length of the guide member is inserted vertically into the guide member,
The upper protrusion of the moving member is hinged to the connecting member, a stop member having a diameter larger than the diameter of the guide member is attached to the lower protrusion, and a gap between the guide member and the moving member is filled with an elastic material. To provide a fall prevention device.

【0009】[0009]

【発明の実施の形態】つぎに、本発明の実施の形態を図
1乃至図3に基いて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of the present invention will be described with reference to FIGS.

【0010】落第防止装置1は、連結部材2、ガイド部
材3、移動部材4、ストップ部材5とからなり、上部工
6と下部工7とを連結する。8は沓である。
The fall prevention device 1 comprises a connecting member 2, a guide member 3, a moving member 4, and a stop member 5, and connects an upper part 6 and a lower part 7. 8 is Kutsuto.

【0011】連結部材2は、上下に長さを有する一対の
板状体2a、2bとからなり、その上方を上部工6の下
面に取り付け部材9を介してヒンジ結合される。具体的
には、ボルト10を用いて取り付けられた取り付け部材
9のそれぞれ側方から軸11、ナット15を用いて回動
可能にヒンジ結合されている。
The connecting member 2 is composed of a pair of plate-like members 2a and 2b having a length in the vertical direction, and the upper part thereof is hinged to the lower surface of the superstructure 6 via a mounting member 9. Specifically, each of the mounting members 9 mounted by using the bolts 10 is hinged so as to be rotatable from the side using a shaft 11 and a nut 15.

【0012】ガイド部材3は、断面コ字状板状体3aと
取り付け板12とにより後述する移動部材が移動可能な
空隙3bを有する筒状にしてなり、連結部材2の真下に
位置するようにして、下部工7の壁面に取り付け板12
を重ね、ボルト13により取り付けられている。
The guide member 3 is formed into a cylindrical shape having a space 3b in which a moving member described later can move by a U-shaped cross-section plate-like body 3a and a mounting plate 12, so that the guide member 3 is located directly below the connecting member 2. The mounting plate 12 on the wall of the substructure 7
And are attached by bolts 13.

【0013】移動部材4は、箱状にしてガイド部材の長
さより大の長さを有し、ガイド部材3の空隙3bに挿通
され、上方突出部を連結部材2を形成する一対の板状体
2a、2bの下方間に軸14、ナット16を用いて回動
可能にヒンジ結合され、下方突出部にガイド部材の径よ
りも大の径を有するストップ部材5が取り付けられてい
る。
The moving member 4 is formed in a box shape and has a length greater than the length of the guide member. The moving member 4 is inserted into the gap 3 b of the guide member 3, and the upper projecting portion forms a pair of plate-like members forming the connecting member 2. A stop member 5 having a diameter larger than the diameter of the guide member is attached to the lower protruding portion, and is rotatably hinged between the lower portion of 2a and 2b using a shaft 14 and a nut 16.

【0014】なお、これらの各部材は、上述の側に限定
されるものでなく、たとえば連結部材2は対をなさなく
てもよく、移動部材4は円柱状、板状のものであっても
よい。
These members are not limited to the above-described members. For example, the connecting members 2 do not need to form a pair, and the moving member 4 may have a columnar or plate shape. Good.

【0015】ここで、連結部材、ガイド部材、移動部材
の寸法は、上部工がある程度移動してから効き始めるた
めの移動量を考慮して定める。
Here, the dimensions of the connecting member, the guide member, and the moving member are determined in consideration of the amount of movement for the superstructure to start working after being moved to some extent.

【0016】ガイド部材3と移動部材4との間の空隙に
は、合成樹脂、ゴム等の弾性材料が充填される。本発明
の実施の形態では、2液型ポリブタジエン系シーリング
材を充填した。
The space between the guide member 3 and the moving member 4 is filled with an elastic material such as synthetic resin or rubber. In the embodiment of the present invention, a two-pack type polybutadiene-based sealing material is filled.

【0017】このようにして、全体として落橋防止装置
が形成される。なお、図示していないが、上部工他端側
と向い合う下部工側にも本発明に係る落橋防止装置その
他の落橋防止装置が設置されるのが普通である。
In this way, a bridge prevention device is formed as a whole. Although not shown, a bridge prevention device and other bridge prevention devices according to the present invention are usually installed also on the lower construction side facing the other end side of the upper construction.

【0018】つぎに、本発明に係る落橋防止装置におけ
る落橋防止過程を図4に、作動後の状態を図5に示す。
Next, FIG. 4 shows a bridge prevention process in the bridge prevention device according to the present invention, and FIG. 5 shows a state after operation.

【0019】図4において、(a)は平常時の上部工と
落橋防止装置の状態を示す。この状態において、上部工
6が落橋方向に移動を始めると上部工6と連結部材2、
連結部材2と移動部材4のヒンジ結合の作用が、(b)
に示すように連結部材2とガイド部材3に挿通されてい
る移動部材4をその移動量に対して移動を許容するよう
に変位させる。そして、さらに上部工6の移動が続くと
(c)及び図5に示すように連結部材2と移動部材4は
さらに変位し、ストップ部材5により移動が固定される
まで、その移動を許容する。これらの変位が移動可能量
である。
In FIG. 4, (a) shows the state of the superstructure and the fall prevention device during normal times. In this state, when the superstructure 6 starts moving in the direction of the falling bridge, the superstructure 6 and the connecting member 2,
The action of the hinge connection between the connecting member 2 and the moving member 4 is as shown in FIG.
As shown in (2), the moving member 4 inserted through the connecting member 2 and the guide member 3 is displaced so as to allow the moving with respect to the moving amount. Then, when the movement of the superstructure 6 continues (c) and as shown in FIG. 5, the connecting member 2 and the moving member 4 are further displaced, and the movement is allowed until the movement is fixed by the stop member 5. These displacements are the movable amount.

【0020】この一連の作業中、ガイド部材3と移動部
材4との間の空隙に充填された弾性材料が移動を抑制
し、エネルギーを吸収する。
During this series of operations, the elastic material filled in the gap between the guide member 3 and the moving member 4 suppresses the movement and absorbs energy.

【0021】つぎに、ガイド部材と移動部材との間の空
隙に弾性材料を充填した場合と充填しなかった場合の荷
重と移動量の関係を図6に、同一荷重レベルにおけるひ
ずみ度の変化を図7に示す。ひずみ度の測定位置は、ガ
イド部材上端から10mm下の位置である。
FIG. 6 shows the relationship between the load and the amount of movement when the gap between the guide member and the moving member is filled with the elastic material and when the space is not filled with the elastic material. As shown in FIG. The measurement position of the degree of strain is a position 10 mm below the upper end of the guide member.

【0022】これらの図より、弾性材料を充填すること
で初期の段階から上部工の移動に抵抗していることと、
ガイド部材のひずみ度は充填によって同一荷重レベルで
も低下していることが分かる。これによって衝撃荷重を
緩和し、応力集中をなくす効果がある。
From these figures, it can be seen that the filling of the elastic material resists the movement of the superstructure from the initial stage.
It can be seen that the degree of strain of the guide member is reduced by filling even at the same load level. This has the effect of reducing the impact load and eliminating stress concentration.

【0023】[0023]

【発明の効果】請求項1及び2において、連結部材の上
方を上部工の下面に結合し、下部工の壁面に筒状のガイ
ド部材を連結部材の下方に位置するように取り付け、ガ
イド部材に移動部材を挿通し、移動部材の上方を連結部
材に結合したことにより、各部材は縦方向に位置するの
で、落橋防止装置を設置する際の取り付け空間の制約を
除去できる。
According to the first and second aspects, the upper part of the connecting member is connected to the lower surface of the superstructure, and a cylindrical guide member is mounted on the wall surface of the lower structure so as to be positioned below the connecting member. Since the moving member is inserted and the upper part of the moving member is connected to the connecting member, each member is located in the vertical direction, so that it is possible to eliminate the restriction on the mounting space when installing the fallen bridge prevention device.

【0024】また、連結部材と上部工下面、連結部材と
移動部材をそれぞれヒンジ結合し、移動部材を移動部材
が移動可能な空隙を有するガイド部材に挿通したことに
より、連結部材と移動部材の変位が、上部工の移動可能
量となる。
Further, the connecting member and the upper surface are hingedly connected to each other, and the connecting member and the moving member are hinged to each other, and the moving member is inserted through a guide member having a gap in which the moving member can move, thereby displacing the connecting member and the moving member. Is the movable amount of the superstructure.

【0025】さらに、移動部材の下方にストップ部材を
取り付けたことにより橋軸直角方向、上方向の移動制限
にも効果がある。
Further, the mounting of the stop member below the moving member is also effective in restricting the movement in the direction perpendicular to the bridge axis and in the upward direction.

【0026】請求項2において、ガイド部材の空隙に弾
性材料を充填したことにより、落橋防止装置にかかる衝
撃的な荷重を緩和する。
According to the second aspect of the present invention, since the elastic material is filled in the gap of the guide member, an impact load applied to the bridge falling prevention device is reduced.

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

【図1】本発明に係る落橋防止装置の説明図である。FIG. 1 is an explanatory diagram of a bridge prevention device according to the present invention.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図2のB−B断面図である。FIG. 3 is a sectional view taken along line BB of FIG. 2;

【図4】本発明に係る落橋防止装置の落橋防止過程概念
図である。
FIG. 4 is a conceptual diagram of a bridge prevention process of the bridge prevention device according to the present invention.

【図5】本発明に係る落橋防止装置の作動後の状態を示
す説明図である。
FIG. 5 is an explanatory view showing a state after the fall prevention device according to the present invention is operated.

【図6】本発明に係る落橋防止装置において、ガイド部
材と移動部材との間の空隙に弾性材料を充填した場合と
充填しなかった場合の移動量と荷重の関係を示す線図で
ある。
FIG. 6 is a diagram showing a relationship between a moving amount and a load when a gap between a guide member and a moving member is filled with an elastic material and when the space is not filled, in the bridge falling prevention device according to the present invention.

【図7】本発明に係る落橋防止装置において、ガイド部
材と移動部材との間の空隙に弾性材料を充填した場合と
充填しなかった場合の同一荷重レベルにおけるひずみ度
の変化を示す線図である。
FIG. 7 is a diagram showing a change in the degree of strain at the same load level when the gap between the guide member and the moving member is filled with the elastic material and when the gap is not filled in the bridge fall prevention device according to the present invention. is there.

【図8】上部工と下部工を連結した従来の落橋防止装置
を示す説明図である。
FIG. 8 is an explanatory view showing a conventional bridge prevention device in which a superstructure and a substructure are connected.

【図9】上部工と下部工を連結した従来の落橋防止装置
を示す別の説明図である。
FIG. 9 is another explanatory view showing a conventional bridge-fall prevention device in which a superstructure and a substructure are connected.

【符号の説明】[Explanation of symbols]

1 落橋防止装置 2 連結部材 3 ガイド部材 3b 空隙 4 移動部材 5 ストップ部材 6 上部工 7 下部工 8 沓 9 取り付け部材 10 ボルト 11 軸 12 取り付け板 13 ボルト 14 軸 15 ナット 16 ナット DESCRIPTION OF SYMBOLS 1 Bridge fall prevention device 2 Connecting member 3 Guide member 3b Air gap 4 Moving member 5 Stop member 6 Superstructure 7 Lower construction 8 Shoes 9 Mounting member 10 Bolt 11 Shaft 12 Mounting plate 13 Bolt 14 Shaft 15 Nut 16 Nut

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 上下に長さを有する連結部材の上方を上
部工の下面に取り付け部材を介してヒンジ結合し、下部
工の壁面に筒状のガイド部材を連結部材の下方に位置す
るように取り付け、ガイド部材に上下にガイド部材の長
さよりも大の長さを有する移動部材を挿通し、移動部材
の上方突出部を連結部材にヒンジ結合し、下方突出部に
ガイド部材の径よりも大の径を有するストップ部材を取
り付けてなることを特徴とする落橋防止装置。
An upper part of a connecting member having a length in the vertical direction is hinged to a lower surface of a superstructure through a mounting member so that a cylindrical guide member is positioned below the connecting member on a wall surface of the lower structure. A movable member having a length larger than the length of the guide member is inserted vertically into the mounting and guiding member, the upper projecting portion of the moving member is hinged to the connecting member, and the lower projecting portion is larger than the diameter of the guide member. A fall prevention device comprising a stop member having a diameter of at least one.
【請求項2】 上下に長さを有する連結部材の上方を上
部工の下面に取り付け部材を介してヒンジ結合し、下部
工の壁面に筒状のガイド部材を連結部材の下方に位置す
るように取り付け、ガイド部材に上下にガイド部材の長
さよりも大の長さを有する移動部材を挿通し、移動部材
の上方突出部を連結部材にヒンジ結合し、下方突出部に
ガイド部材の径よりも大の径を有するストップ部材を取
り付けるとともにガイド部材と移動部材との間の空隙に
弾性材料を充填してなることを特徴とする落橋防止装
置。
2. An upper part of a connecting member having a vertical length is hingedly connected to a lower surface of an upper part via a mounting member, and a cylindrical guide member is positioned below the connecting member on a wall surface of the lower part. A moving member having a length greater than the length of the guide member is inserted vertically into the mounting and guiding member, the upper projecting portion of the moving member is hinged to the connecting member, and the lower projecting portion is larger than the diameter of the guiding member. A fall member attached to the guide member and the moving member, wherein a gap between the guide member and the moving member is filled with an elastic material.
JP8352552A 1996-12-16 1996-12-16 Falling bridge prevention device Expired - Fee Related JP3069303B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8352552A JP3069303B2 (en) 1996-12-16 1996-12-16 Falling bridge prevention device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8352552A JP3069303B2 (en) 1996-12-16 1996-12-16 Falling bridge prevention device

Publications (2)

Publication Number Publication Date
JPH10168823A true JPH10168823A (en) 1998-06-23
JP3069303B2 JP3069303B2 (en) 2000-07-24

Family

ID=18424848

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8352552A Expired - Fee Related JP3069303B2 (en) 1996-12-16 1996-12-16 Falling bridge prevention device

Country Status (1)

Country Link
JP (1) JP3069303B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008106451A (en) * 2006-10-23 2008-05-08 Komai Tekko Kk Bridge fall preventing device
JP2011256712A (en) * 2011-09-29 2011-12-22 Masatoshi Okura Pier part auxiliary support mechanism and construction method for the same
JP2017166267A (en) * 2016-03-17 2017-09-21 公益財団法人鉄道総合技術研究所 Bridge falling prevention structure
CN111827149A (en) * 2020-09-01 2020-10-27 浙江世润建创科技发展有限公司 Bridge widening hinge structure and construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008106451A (en) * 2006-10-23 2008-05-08 Komai Tekko Kk Bridge fall preventing device
JP2011256712A (en) * 2011-09-29 2011-12-22 Masatoshi Okura Pier part auxiliary support mechanism and construction method for the same
JP2017166267A (en) * 2016-03-17 2017-09-21 公益財団法人鉄道総合技術研究所 Bridge falling prevention structure
CN111827149A (en) * 2020-09-01 2020-10-27 浙江世润建创科技发展有限公司 Bridge widening hinge structure and construction method

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