JP3122612B2 - Falling bridge prevention device - Google Patents
Falling bridge prevention deviceInfo
- Publication number
- JP3122612B2 JP3122612B2 JP08109105A JP10910596A JP3122612B2 JP 3122612 B2 JP3122612 B2 JP 3122612B2 JP 08109105 A JP08109105 A JP 08109105A JP 10910596 A JP10910596 A JP 10910596A JP 3122612 B2 JP3122612 B2 JP 3122612B2
- Authority
- JP
- Japan
- Prior art keywords
- cable
- fixing
- prevention device
- bridge
- fastening member
- 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
Links
- 230000002265 prevention Effects 0.000 title claims description 36
- 239000000463 material Substances 0.000 claims description 19
- 238000005452 bending Methods 0.000 claims description 17
- 230000001681 protective effect Effects 0.000 claims description 9
- 230000008602 contraction Effects 0.000 claims description 5
- 230000000903 blocking effect Effects 0.000 claims description 2
- 238000012856 packing Methods 0.000 description 13
- 230000000694 effects Effects 0.000 description 12
- 238000013459 approach Methods 0.000 description 7
- 239000002184 metal Substances 0.000 description 7
- 229910052751 metal Inorganic materials 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000002829 reductive effect Effects 0.000 description 5
- 238000010008 shearing Methods 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 229920003002 synthetic resin Polymers 0.000 description 4
- 239000000057 synthetic resin Substances 0.000 description 4
- 230000002093 peripheral effect Effects 0.000 description 3
- 229920001875 Ebonite Polymers 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000013013 elastic material Substances 0.000 description 2
- 230000002401 inhibitory effect Effects 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000006748 scratching Methods 0.000 description 2
- 230000002393 scratching effect Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000036961 partial effect Effects 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002040 relaxant effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、例えば、橋に地震
等の外力が加わったときに、当該橋の橋脚から橋桁が落
下するのを防止する落橋防止装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for preventing a bridge from falling from a pier of the bridge when an external force such as an earthquake is applied to the bridge.
【0002】[0002]
【従来の技術】従来、橋脚に隣接した鉄製,鉄筋コンク
リート製又はプレストレストコンクリート製の橋桁を乗
せ連設してなる、例えば、河川用の橋や高速道路用の橋
は、主に地震時の対策として、図19に示すように、橋
脚1の上で隣接する橋桁2,3の側壁の間に、鋼板製の
落橋防止装置4がボルト・ナット等で固着されていた。2. Description of the Related Art Conventionally, bridges made of iron, reinforced concrete, or prestressed concrete adjacent to a pier are mounted and connected. For example, bridges for rivers and highways are mainly used as measures against earthquakes. As shown in FIG. 19, a steel plate fall prevention device 4 is fixed between the side walls of the adjacent bridge girders 2 and 3 on the pier 1 with bolts and nuts.
【0003】前記落橋防止装置4によって、地震時に橋
桁の長手方向の揺れ等による橋桁の橋脚からの落下を防
止するものである。[0003] The fall prevention device 4 prevents the bridge girder from falling off the pier due to shaking in the longitudinal direction of the bridge girder during an earthquake.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、地震力
の大きさによっては前記落橋防止装置4が破断されて、
橋桁が橋脚1から落下して、地上の人,自動車,物等に
致命的な被害を与えることがあった。そこで、最近で
は、図20乃至図21に示すように、橋桁2,3間にP
C鋼より線を束ねたケーブルを架設した落橋防止装置5
が取り付けられている。However, depending on the magnitude of the seismic force, the fall prevention device 4 is broken,
A bridge girder may fall from the pier 1 and cause fatal damage to people, cars, objects, etc. on the ground. Therefore, recently, as shown in FIGS.
Bridge prevention device 5 with a cable bundled with C steel strands
Is attached.
【0005】前記落橋防止装置5の構成は、図21に示
すように、橋桁2,3の側壁面に、適宜間隔をおいて定
着具6,7が回動自在にしてボルト6a,7aで装着さ
れている。As shown in FIG. 21, the structure of the bridge prevention device 5 is such that the fixing members 6, 7 are rotatably mounted on the side wall surfaces of the bridge girders 2, 3 at appropriate intervals by bolts 6a, 7a. Have been.
【0006】そして、前記定着具6,7の橋桁の側壁面
に直交して立設したブラケット8,9間に、ケーブル1
0が架設され、その両端部に緩衝材11が介在され、定
着ナット12で定着されている。A cable 1 is provided between brackets 8 and 9 erected perpendicularly to the side walls of the bridge girders of the fixing devices 6 and 7.
0 is provided, and cushioning materials 11 are interposed at both ends thereof, and are fixed by fixing nuts 12.
【0007】前記ケーブル10の端部は、図22に示す
ように、外周にネジ溝が刻設されたスリーブ(以下、マ
ンションと言う)で、例えば、鋼製等の金属製マンショ
ン13が固着され、その接続部にソケットカバー14が
被覆されている。At the end of the cable 10, as shown in FIG. 22, a sleeve (hereinafter referred to as an apartment) having a thread groove formed on the outer periphery is fixed to a metal apartment 13 made of, for example, steel. The connection portion is covered with a socket cover 14.
【0008】このような、落橋防止装置5により、地震
時に図23に示すように、橋脚1から橋桁2,3がズレ
てその一方が落下しても、前記落橋防止装置5のケーブ
ル10よって橋桁を落下途中で保持し、橋桁が地上にま
で到達することがないように保護するものである。As shown in FIG. 23, even if one of the bridge girders 2 and 3 is displaced from the pier 1 and one of the bridge girders falls as shown in FIG. To protect the bridge girder from reaching the ground.
【0009】このようにして、橋桁の落下による被害を
防止するものであるが、前記落橋防止装置5においても
次のような問題点があった。即ち、地震時の揺れによっ
ては単に橋桁の長手方向に沿ってズレて落下する場合ば
かりではなく、橋桁の長手方向に直交する方向の揺れも
加わって複雑になり、前記定着具6,7が回動自在であ
っても実際には自由に回転することが少なく、定着具
6,7及びケーブル10に曲げや剪断力が生じて不都合
であった。In this way, the damage caused by the drop of the bridge girder is prevented. However, the above-mentioned bridge fall prevention device 5 has the following problems. That is, not only the case of falling due to the displacement along the longitudinal direction of the bridge girder but also the vibration in the direction perpendicular to the longitudinal direction of the bridge girder becomes complicated due to the shaking at the time of the earthquake, and the fixing devices 6 and 7 rotate. Even if it is movable, it hardly rotates freely in practice, and bending and shearing forces are generated in the fixing tools 6, 7 and the cable 10, which is inconvenient.
【0010】また、橋桁の落橋防止装置5をセットした
ときの気温に比べて、例えば、より暑くなって気温が上
昇し橋桁2,3が伸びてこれらの隙間が縮まると、それ
と同時に前記定着具6,7のブラケット8,9も互いに
接近してケーブル10に緊張力がなくなって弛んでしま
う。よって、ケーブル10がガタついて好ましくないも
のであった。For example, when the temperature becomes higher and the temperature rises and the bridge girders 2 and 3 are extended and the gaps between them are reduced as compared with the air temperature when the bridge girder fall prevention device 5 is set, at the same time, the fixing device The brackets 8 and 9 of 6, 7 also approach each other, and the cable 10 loses tension and loosens. Therefore, the cable 10 was not preferable because of looseness.
【0011】このように、従来の落橋防止装置は、定着
具とケーブルとの局部的曲げ破壊と、剪断破壊とにおい
て解決すべき課題を有していた。As described above, the conventional bridge prevention device has problems to be solved in local bending failure and shearing failure of the fixing device and the cable.
【0012】[0012]
【課題を解決するための手段】本発明に係る落橋防止装
置の上記課題を解決するための要旨は、少なくとも一方
が移動可能建造物であって、対向している建造物の各対
向端部側に設けたケーブル用の止着部材を有する定着手
段と、該両定着手段の間に架設したケーブルと、 該ケー
ブルが挿通される貫通孔を備え且つケーブルの定着端寄
りに設けられた偏向具とからなり、該偏向具は、常時は
架設したケーブルの影響を受けないで非常時にのみケー
ブルの影響を受ける状態に配設され、非常時にケーブル
の影響を受ける偏向具は、その貫通孔が、ケーブルの定
着端部側においては、ケーブルを前記止着部材に対し略
直交する方向に維持する形状に形成され、対向する建造
物側においては、ケーブルに対して急激に付加される曲
げ応力と剪断力が局部的に集中しないように、ケーブル
の最小曲げ半径以上の曲率半径をもった曲面に形成され
ていることである。The gist of the present invention for solving the above-mentioned problems of the bridge fall prevention device according to the present invention is that at least one of the structures is a movable structure, and each pair of opposing structures is provided .
A fixing unit having a fastening member for the cable provided in Kotan side, and the cable was installed between the both said fixing means, said cable
Cable with a through hole and near the fixing end of the cable.
And a deflecting device provided on the
Only in emergencies without being affected by the installed cables.
Cable in an emergency situation
Deflectors that are affected by
On the attachment end side, the cable is
Constructed in a shape that is maintained in an orthogonal direction, facing
On the object side, songs that are suddenly added to the cable
Cables to prevent localized stresses and shear forces
Formed on a curved surface with a radius of curvature greater than the minimum bending radius of
That is.
【0013】また、架設されたケーブルには、非常時
に、急激に付加される緊張衝撃に対してケーブルを伸縮
させる緩和手段が定着端部側に設けられていること、;
前記ケーブルを伸縮させる緩和手段は、止着部材とケー
ブルの定着端部との間に設けた弾性手段であること、;
更に、前記弾性手段は、伸縮量を大きく確保する円錐コ
イルバネと、該円錐コイルバネ用の支圧板に取り付けら
れた板状緩衝材とで構成されていること、;前記偏向具
は、長さ方向に沿って二つ割に形成されていること、;
止着部材の外側若しくは内側に、ケーブルの定着部分が
離脱するのを防止する阻止手段を設けたこと、;止着部
材のケーブル用貫通孔に、ケーブル端部に固着されたス
リーブのネジ部を保護する防護筒を設けたこと、;前記
偏向具の貫通孔は、ケーブルの定着端部側における開口
部には、ケーブルのキズ付きを防止する逃げ部が設けら
れていることを含むものである。 [0013] Also, the installed cable has an emergency
Cable expands and contracts in response to sudden shocks
Relief means are provided on the fixing end side;
The relaxing means for expanding and contracting the cable includes a fastening member and a cable.
Elastic means provided between the fixing end of the cable and the fixing end;
Further, the elastic means has a conical hole for securing a large amount of expansion and contraction.
Attached to an il spring and a support plate for the conical coil spring.
And said plate-shaped cushioning material;
Is formed in half along the length direction;
The fixing part of the cable is on the outside or inside of the fastening member.
Providing blocking means for preventing detachment; fastening parts
In the through hole for the cable of the material,
Providing a protective cylinder for protecting the thread of the leave;
The through hole of the deflector is an opening at the fixing end of the cable.
There is a relief part to prevent the cable from being scratched.
It includes that it is.
【0014】本発明に係る落橋防止装置は、少なくとも
一方が移動可能建造物であって、対向している建造物の
各端部に設けたケーブル用の止着部材を有する定着手段
と、該両定着手段の間に架設したケーブルとからなり、
前記ケーブルの端部と少なくとも一方の前記定着手段の
止着部材との間に、ケーブルを緊張するための変形量の
大きな弾性手段が設けられていることである。また、前
記ケーブルを緊張するための変形量の大きな弾性手段
が、スプリングまたはゴムパッキンのいづれか一方、又
は、双方の併用であること、;前記弾性手段としてのス
プリングが、その両端部に当接する支圧板で挟装され、
該支圧板の少なくとも一方に、前記コイルスプリング用
の座繰りが設けられていることである。According to the present invention, there is provided an apparatus for preventing a bridge from falling, wherein at least one of the movable structures is a movable structure, and a fixing means having a cable fastening member provided at each end of the opposed structure; It consists of a cable installed between the fixing means,
An elastic means having a large deformation amount for tensioning the cable is provided between an end of the cable and a fixing member of at least one of the fixing means. In addition, the elastic means having a large deformation amount for tensioning the cable is one of a spring and a rubber packing or a combination of both; a spring as the elastic means is a support for contacting both ends thereof. Sandwiched between pressure plates,
A counterbore for the coil spring is provided on at least one of the support plates.
【0015】本発明に係る落橋防止装置によれば、地震
等による橋桁に加わる外力によって、例えば、隣接する
橋桁同士若しくは桁と橋台とにおけるような少なくとも
一方が移動可能建造物である場合に、その一方がその長
手方向へ移動したり該長手方向に直交する方向に移動し
たり、若しくは一方の橋桁が橋脚から落下したりした場
合でも、定着手段たる定着具の止着部材に対してケーブ
ルの端部が偏向具によって、常に、ほぼ直交するように
維持されるので、当該止着部材に対して曲げ変形力若し
くは剪断力が生じることなく、引張方向の軸力だけが作
用するようになる。According to the bridge fall prevention device of the present invention, when an external force applied to a bridge girder due to an earthquake or the like, for example, when at least one of the adjacent bridge girder or the girder and the abutment is a movable structure, the bridge girder is prevented from moving. Even when one of the cables moves in the longitudinal direction, the direction perpendicular to the longitudinal direction, or one of the bridge girders falls from the pier, the end of the cable with respect to the fixing member of the fixing device as the fixing means. Since the parts are always maintained substantially orthogonal by the deflecting device, only the axial force in the tensile direction acts without generating bending deformation force or shearing force on the fastening member.
【0016】前記偏向具が二つ割りとなっていて、定着
具にケーブルを装着作業する際に作業が容易になり、ま
た、該偏向具の一端側開口部に逃げ部があることで、エ
ッジとの摺接によるケーブルのキズ付が防止されるよう
になり、更に、定着具の止着部材に設けた防護筒によっ
て、ケーブル端部におけるスリーブのネジ部が、ネジ山
を潰されることなく保護され、温度変化や外力による橋
桁の伸縮に伴うスリーブの移動に対しても、貫通孔の中
をスムーズに滑動できる。The deflecting device is divided into two parts, which facilitates the work of attaching the cable to the fixing device. In addition, since the deflecting device has a relief portion at one end side opening, the deflecting device can be connected to the edge. Scratching of the cable due to sliding contact is prevented, and furthermore, the threaded portion of the sleeve at the end of the cable is protected by the protective cylinder provided on the fixing member of the fixing device without crushing the thread, Even when the sleeve moves due to expansion and contraction of the bridge girder due to temperature change and external force, it can smoothly slide in the through hole.
【0017】ケーブルの端部と、定着手段の止着部材と
の間に、スプリング若しくはゴムパッキン等の弾性手段
を設けることで、隣接する橋桁が異常に接近した場合で
もケーブルの緊張を維持して弛みを防止し、更に、橋桁
の落橋時までの大きな移動量にも対応した構造となり、
落橋時の衝撃力も緩和される。By providing an elastic means such as a spring or rubber packing between the end of the cable and the fixing member of the fixing means, the tension of the cable is maintained even when an adjacent bridge girder abnormally approaches. The structure prevents slacking and also supports a large amount of movement until the bridge girder falls.
The impact force when the bridge is dropped is also reduced.
【0018】[0018]
【発明の実施の形態】次に、本発明に係る実施例につい
て図面を参照して詳細に説明する。なお、理解容易のた
めに、従来例に対応する部分には従来例と同一の符号を
付けて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, embodiments of the present invention will be described in detail with reference to the drawings. Note that, for easy understanding, portions corresponding to the conventional example are denoted by the same reference numerals as the conventional example.
【0019】本発明の第1実施例は、図1乃至図5に示
すように、橋脚1の上で互いに隣接して載置された移動
可能建造物としての橋桁2,3の側壁面に、定着手段と
して各々金属製(例えば、鋼製)の定着具15,16を
ボルト6a,7aで対向させて固定する。但し、ボルト
6a,7aの軸回りに大きな回転力が加わったときには
定着具15,16は回動自在となる。The first embodiment of the present invention, as shown in FIGS. 1 to 5, is provided on the side walls of bridge girders 2 and 3 as movable buildings placed adjacent to each other on a pier 1. Fixing means 15 and 16 made of metal (for example, steel) are fixed to each other by bolts 6a and 7a as fixing means. However, when a large rotational force is applied around the axes of the bolts 6a, 7a, the fixing devices 15, 16 become rotatable.
【0020】そして、前記定着具15,16の対向した
平板体の止着部材15a,16aの略中央部にはケーブ
ル10を挿通させる貫通孔が設けられている。A through hole through which the cable 10 is inserted is provided at substantially the center of the fixing members 15a and 16a of the flat plate members opposed to the fixing members 15 and 16.
【0021】更に、該貫通孔に、円筒状で金属製若しく
は合成樹脂製の防護筒22がその両端部を突出させて嵌
挿されている。なお、該防護筒22と前記止着部材15
a,16aの貫通孔とは、遊嵌状態となっている。Further, a cylindrical protective cylinder 22 made of metal or synthetic resin is fitted into the through-hole with both ends protruding. The protective cylinder 22 and the fastening member 15
The through holes a and 16a are in a loosely fitted state.
【0022】PC鋼より線の束(例えば、φ12.7m
mのPCストランドを7本より合わせたもの)をポリエ
チレン被覆してなるケーブル10の両端部には、図4に
示すように、かしめて固着した金属製のスリーブである
マンション13があり、該マンション13の外周にはネ
ジ溝が刻設されている。A bundle of PC steel strands (for example, φ12.7 m
As shown in FIG. 4, there is an apartment 13 which is a metal sleeve fixed by caulking, as shown in FIG. A thread groove is engraved on the outer periphery of 13.
【0023】前記マンション13には、予め、ケーブル
の定着部分が離脱するのを防止する阻止手段である移動
阻止手段19としてのハーフナット20と弾性材21と
がソケットカバー14の端部にまで寄せて各々螺合又は
嵌挿されている。The apartment 13 has a cable
The half nut 20 and the elastic member 21 as the movement preventing means 19, which are the means for preventing the fixing portion from being detached, are screwed or fitted to the end of the socket cover 14 respectively.
【0024】前記弾性材21の材質としてはゴム製の弾
性パッキン、若しくは、図5(イ)、(ロ)に示すよう
に、コイルスプリング21aとしたり、弾性パッキンの
弾性材21とコイルスプリング21aとを併用したりす
るものである。The material of the elastic member 21 is rubber elastic packing, or a coil spring 21a as shown in FIGS. 5A and 5B, or an elastic packing of the elastic member 21 and the coil spring 21a. Is also used.
【0025】そして、対向配置された定着具15,16
の止着部材15a,16aの防護筒22に、ケーブル1
0の端部のマンション13を各々挿通させる。Then, the fixing devices 15 and 16 disposed opposite to each other.
The cable 1 is attached to the protection cylinder 22 of the fastening members 15a and 16a.
The condominiums 13 at the end of 0 are inserted.
【0026】更に、止着部材15a,16aから突出し
ている前記マンション13の外周部にその端部から、図
2に示すように、緩衝材11として、合成樹脂製の伸縮
スポンジ11cとゴム製の硬質パッキン11b及び金属
製の支圧板11aとを順に嵌合させる。Further, as shown in FIG. 2, an elastic sponge 11c made of a synthetic resin and a rubber sponge 11c are used as a cushioning material 11 at the outer periphery of the apartment 13 projecting from the fastening members 15a and 16a. The hard packing 11b and the metal supporting plate 11a are sequentially fitted.
【0027】その後、定着ナット12を前記マンション
13の外周部の端部からネジ部に螺合させ、前記伸縮ス
ポンジ11cが、その無負荷時の厚さの3/4から2/
3に縮まる程度に押し込まれた状態になるまで、前記定
着ナット12を締め込んで締結する。Thereafter, the fixing nut 12 is screwed into the threaded portion from the end of the outer peripheral portion of the apartment 13 so that the elastic sponge 11c is 3/4 to 2/2 of its unloaded thickness.
Then, the fixing nut 12 is tightened and fastened until the fixing nut 12 is pressed into a state where the fixing nut 12 is compressed to a degree of 3.
【0028】これによって、前記伸縮スポンジ11cの
弾発力でケーブル10が弛まずに架設される。なお、こ
の伸縮スポンジ11cに代わって、落橋時に大きな移動
量(変形量)を必要とする場合は、弾発力を得る弾性手
段として、図5(イ),(ロ)に示すように、支圧板1
1a,11aの間にコイルスプリング11dを介装した
り、定着ナット12側の支圧板11aと緩衝材11との
間に、コイルスプリング11dを介装して併用するよう
にしたり、また、スプリングとゴムパッキン若しくはス
ポンジとを併用し並列に介装させることでも良い。Thus, the cable 10 is installed without being loosened by the elastic force of the telescopic sponge 11c. When a large moving amount (deformation amount) is required in place of the telescopic sponge 11c when the bridge is dropped, as shown in FIGS. Press plate 1
A coil spring 11d is interposed between 1a and 11a, a coil spring 11d is interposed between the support plate 11a on the fixing nut 12 side and the cushioning material 11, and a coil spring 11d is used. A rubber packing or a sponge may be used together and interposed in parallel.
【0029】このように、定着具15,16にケーブル
10を架設した後に、前記定着具15,16の、ケーブ
ル10に沿って対向配置にされたブラケット15b,1
5c,16b,16cの間に、ケーブル10の外周を囲
繞するようにして、一種のガイドブロクである偏向具
(デェビエーター)17,17を挿入しボルト18で固
定して設ける。After the cable 10 is laid over the fixing devices 15 and 16 as described above, the brackets 15b and 1 of the fixing devices 15 and 16 which are opposed to each other along the cable 10 are provided.
Deflectors 17, 17, which are a kind of guide blocks, are inserted between 5 c, 16 b, 16 c so as to surround the outer periphery of the cable 10, and fixed by bolts 18.
【0030】前記偏向具17は、二つ割りに形成されて
おり、図2乃至図3に示すように、両端開口した貫通孔
を形成し、その一端側開口部は、ケーブル10の外周に
沿って若干の隙間を有して囲繞する寸法になされ、該一
端側開口部に比し他端側開口部が拡径されている。The deflecting device 17 is formed in two parts, as shown in FIGS. 2 and 3, forming a through-hole opened at both ends, and an opening at one end thereof is slightly formed along the outer periphery of the cable 10. The opening at the other end is larger in diameter than the opening at the one end.
【0031】そして、他端側開口部に到る拡径される部
分が、その開口端部に向かって拡径するラッパ状の曲面
17aとなっている。なお、前記貫通孔の一端側開口部
には、開口端のエッジとの摺接によるキズ付を防止する
ため、ケーブル10と接触し難い逃げ部17bが設けら
れている(図14参照)。該逃げ部17bの形状は、断
面視においてテーパ状若しくは曲線状である。The portion whose diameter is increased to the opening on the other end side is a trumpet-shaped curved surface 17a whose diameter increases toward the opening end. In order to prevent scratches due to sliding contact with the edge of the opening end, a relief portion 17b that is difficult to contact with the cable 10 is provided at the opening on one end side of the through hole (see FIG. 14). The shape of the escape portion 17b is tapered or curved in cross section.
【0032】なお、偏向具17,17を二つ割りにして
あるので、ケーブル10の架設作業においては、一方の
偏向具17を予め定着具15,16に取り付けておいて
も良い。Since the deflecting members 17 and 17 are divided into two parts, one of the deflecting members 17 may be attached to the fixing members 15 and 16 in advance when the cable 10 is laid.
【0033】前記曲面17aは、少なくともケーブル1
0の無理なく曲げることの出来る最小曲率半径Rで形成
され、若しくは最小曲率半径R以上の寸法の半径で形成
される曲面である。また、前記曲面17aは前記一端側
開口部へ接線で連続的に繋がっている。The curved surface 17a is connected to at least the cable 1
The curved surface is formed with a minimum radius of curvature R that can be bent without difficulty, or with a radius having a dimension equal to or larger than the minimum radius of curvature R. Further, the curved surface 17a is continuously connected to the one end side opening portion by a tangent line.
【0034】更に、前記曲面17aによる拡径の始まり
は、当該偏向具17の貫通孔における一端側開口部と他
端側開口部との途中から始まるようにするものである
(図2参照)。もっとも、前記一端側開口部から直ちに
曲面17aによる拡径が始まるようにするのを妨げるも
のではない。Further, the expansion of the diameter by the curved surface 17a is started in the middle of the one end opening and the other end opening in the through hole of the deflector 17 (see FIG. 2). However, this does not prevent the diameter expansion by the curved surface 17a from immediately starting from the one end side opening.
【0035】更に、偏向具17は、合成樹脂製(例え
ば、ポリエチレン製,ポリスチレン製、又は、硬質ゴム
製)や金属製(例えば、鉄製や鋼製)などの比較的硬質
の材料で形成され、合成樹脂や硬質ゴム製の場合には、
必ずしもラッパ状の曲面17a及び逃げ部17bの形成
を必要としない。The deflecting device 17 is made of a relatively hard material such as a synthetic resin (for example, polyethylene, polystyrene, or hard rubber) or a metal (for example, iron or steel). In the case of synthetic resin or hard rubber,
It is not always necessary to form the trumpet-shaped curved surface 17a and the relief portion 17b.
【0036】そして、前記曲面17aの表面に均一な厚
さのゴム製のカバーを被覆しても良く、そのようにすれ
ばケーブル10の当接による、該ケーブル10自体のキ
ズなどの損傷を防止することができて好ましいものであ
る。The surface of the curved surface 17a may be covered with a rubber cover having a uniform thickness, so that damage to the cable 10 itself such as scratches due to contact of the cable 10 is prevented. It is preferable.
【0037】次に、前記移動阻止手段19は、図2又は
図6に示すように、建造物の温度変化による移動に対し
て常温状態(例えば、気温が25℃)において、止着部
材15aの端面と弾性材21の端面との間に所要の間隙
αを確保するように設定する。Next, the movement preventing means 19, as shown in FIG. 2 or FIG. 6, to the mobile due to temperature changes of the building
In a normal temperature state (for example, when the temperature is 25 ° C.), a setting is made such that a required gap α is secured between the end face of the fastening member 15 a and the end face of the elastic member 21.
【0038】これにより、橋桁2,3にケーブル10を
架設した状態で、該橋桁の周囲外気温度による各部材の
伸びを考慮すると、図6に示すように、前記常温状態で
は、移動阻止手段19の弾性材21と定着具15との間
に隙間αが確保され、伸縮スポンジ11cは止着部材1
5aで押圧されて全体長さの1/4から1/3程度縮ん
でδ1の長さになっている。Thus, in a state where the cable 10 is laid on the bridge girders 2 and 3, considering the elongation of each member due to the outside air temperature around the bridge girders, as shown in FIG. A gap α is secured between the elastic member 21 of the fixing member 15 and the elastic sponge 11c.
It is pressed at 5a and contracted by about 1/4 to 1/3 of the entire length to have a length of δ1.
【0039】そして、周囲外気温度の低い、例えば冬季
では、図7に示すように、橋桁2,3が互いに縮まって
間隔が開き、前記伸縮スポンジ11cが硬質パッキン1
1b側に移動する止着部材15aで押圧されて、全体長
さの1/2程度に縮んでδ2の長さになっている。ま
た、移動阻止手段19の弾性材21との間隙は前記αよ
りも広くなる。When the ambient outside air temperature is low, for example, in winter, as shown in FIG. 7, the bridge girders 2 and 3 shrink to each other to increase the interval, and the elastic sponge 11c is
It is pressed by the fastening member 15a that moves to the side 1b, and contracts to about の of the entire length to have a length of δ2. Further, the gap between the movement preventing means 19 and the elastic member 21 is wider than α.
【0040】更に、周囲外気温度が高い、例えば夏季で
は、図8に示すように、橋桁2,3が互いに伸びてその
間隔が狭まり、止着部材15aが移動阻止手段19の方
へと移動し、前記伸縮スポンジ11cが伸びきって全体
長さがδ3となっている。Further, in the case where the ambient outside air temperature is high, for example, in the summer season, as shown in FIG. 8, the bridge girders 2 and 3 extend from each other to reduce the interval therebetween, and the fastening member 15a moves toward the movement inhibiting means 19. The telescopic sponge 11c is fully extended to have an overall length of δ3.
【0041】そして、前記止着部材15aの端面と移動
阻止手段19の弾性材21の端面とが当接状態となって
その間隙αがほぼ0となっている。Then, the end surface of the fastening member 15a and the end surface of the elastic member 21 of the movement preventing means 19 are in contact with each other, and the gap α is substantially zero.
【0042】このように、橋桁2,3は季節等の周囲温
度変化により伸縮を繰り返すが、前記緩衝材11の伸縮
スポンジ11cの弾発力によって、ケーブル10が定着
具15,16の間で弛むことがないものである。As described above, the bridge girders 2 and 3 repeat expansion and contraction due to changes in the ambient temperature such as seasons, but the cable 10 is loosened between the fixing members 15 and 16 by the elastic force of the expansion and contraction sponge 11c of the cushioning material 11. There is no thing.
【0043】このような第1実施例に係る落橋防止装置
により、大きな地震が発生して橋桁2,3のいずれかが
橋脚1からズリ落ちることがあっても、図9に示すよう
に、一方の橋桁3が地上にまで落下することなくケーブ
ル10で保持されると共に、ケーブル10の端部が偏向
具17,17によって、止着部材15a,16aに対す
る直交状態が維持されて、当該定着具15,16及び止
着部材15a,16aには軸力のみが作用する。Even if one of the bridge girders 2 and 3 slips off the pier 1 due to the occurrence of a large earthquake by the bridge fall prevention device according to the first embodiment, as shown in FIG. The bridge girder 3 is held by the cable 10 without falling to the ground, and the end of the cable 10 is maintained in an orthogonal state with respect to the fastening members 15a, 16a by the deflecting members 17, 17, so that the fixing device 15 , 16 and the fastening members 15a, 16a only act on the axial force.
【0044】よって、定着具15,16及び止着部材1
5a,16aに曲げ力が発生せず、軸力だけが作用し、
前記ケーブル10にも無理な曲げ力や剪断力が発生せず
に、軸方向の引張力が作用することになり、ケーブル1
0の端部のマンション13の外周部にキズが付いたりネ
ジ部が潰れたりするような障害が発生することが無く好
ましい状態になる。Therefore, the fixing members 15 and 16 and the fastening member 1
No bending force is generated at 5a and 16a, only axial force acts,
The cable 10 is not subjected to an excessive bending force or shearing force, but is subjected to an axial tensile force.
This is a preferable state without any obstacle such as scratching or crushing of the screw portion on the outer peripheral portion of the apartment 13 at the end of 0.
【0045】更に、前記止着部材15a,16aの貫通
孔に防護筒22があるので、周囲温度変化による止着部
材15a,16aの移動によっては、前記マンション1
3の外周部におけるネジ部のネジ山の潰れが防止され
る。Further, since the protective cylinder 22 is provided in the through holes of the fastening members 15a and 16a, the movement of the fastening members 15a and 16a due to a change in ambient temperature may cause the apartment 1 to move.
The crush of the screw thread of the screw portion at the outer peripheral portion of 3 is prevented.
【0046】そして、偏向具17においても、貫通孔の
一端開口部の逃げ部が設けられていることで、摺接作用
によるケーブル10のキズ付きが防止される。Also, in the deflecting device 17, the relief of the opening at one end of the through hole is provided, so that the cable 10 is prevented from being scratched due to the sliding contact.
【0047】また、地震時に橋桁2,3が不規則な揺れ
で異常に接近したとき、若しくは夏季における気温の高
いいわゆる酷暑のときでも、ケーブル10のマンション
13及びソケットカバー14が、全部、止着部材15
a,16aの貫通孔から外側へと抜け出てしまい、該マ
ンション13及びソケットカバー14が前記止着部材1
5a,16aの貫通孔のエッジに引っかかって元の位置
に戻らないようなことが、前記移動阻止手段19によっ
て防止される。Even when the bridge girders 2 and 3 approach abnormally due to irregular shaking during an earthquake, or when the temperature is high in summer, the so-called severe heat, the apartment 13 and the socket cover 14 of the cable 10 are all fixed. Member 15
The apartment 13 and the socket cover 14 come out of the through holes of the a and 16a, and the fastening member 1
The movement preventing means 19 prevents the through holes 5a and 16a from being returned to the original position by being caught by the edges of the through holes.
【0048】更に、図5(イ)、(ロ)に示すように、
コイルスプリング11dを使用すれば、橋桁の大きな移
動量にも対応する構造となりケーブル10の弛みが防止
され、落橋時の衝撃力も緩和されるものである。なお、
コイルスプリング11dを図14乃至図15に示すよう
に、円錐コイルバネとすれば、該コイルスプリング11
dが圧縮された際にコイルが互いに重畳しないので、大
きな移動量が確保されて好ましいものとなる。Further, as shown in FIGS. 5A and 5B,
If the coil spring 11d is used, the structure corresponding to the large moving amount of the bridge girder is prevented, the slack of the cable 10 is prevented, and the impact force at the time of dropping the bridge is reduced. In addition,
If the coil spring 11d is a conical coil spring as shown in FIGS.
Since the coils do not overlap each other when d is compressed, a large moving amount is secured, which is preferable.
【0049】本発明の第2実施例として、図10に示す
ように、例えば自動車専用道路の一部に駐車帯があるよ
うな場合に、橋桁2,3が相対的にずらして架橋される
ことがある。As a second embodiment of the present invention, as shown in FIG. 10, for example, when there is a parking zone on a part of a motorway, the bridge girders 2 and 3 are bridged by being relatively shifted. There is.
【0050】この場合でも、前記定着具15,16の偏
向具17によってケーブル10が止着部材15a,16
aに対して直交した状態が維持されて、当該止着部材1
5a,16a及びケーブル10の軸力のみが作用するよ
うに設定することができる。そして、前述の第1実施例
と同様な作用・効果が得られるものである。Also in this case, the cable 10 is fixed to the fixing members 15a, 16 by the deflection members 17 of the fixing members 15, 16.
a is maintained perpendicular to the fixing member 1.
It can be set so that only the axial force of 5a, 16a and the cable 10 acts. The same operation and effect as those of the first embodiment can be obtained.
【0051】次に、本発明の第3実施例は、図11に示
すように、主にPC製の主桁23,24の横桁25,2
5がある場合に、該横桁に貫通孔を設けるのは手間が掛
かり困難なので、主桁23,24の側壁に定着具15,
16を取り付けると共に、横桁25,25の下面にガイ
ド部材26,26を取り付け、ケーブル10を前記ガイ
ド部材26に挿通させて定着具15,16間に架設する
ものである。Next, according to a third embodiment of the present invention, as shown in FIG.
In the case where there is a hole 5, since it is troublesome and difficult to provide a through hole in the cross beam, fixing devices 15 and 24 are provided on the side walls of the main beams 23 and 24.
At the same time, the guide members 26 are attached to the lower surfaces of the cross beams 25, 25, and the cable 10 is inserted through the guide members 26 so as to bridge between the fixing members 15, 16.
【0052】前記ガイド部材26の構成は、図12に示
すように、架設するケーブル10及びマンション13の
直径よりも大きな内径のガイド管27を支柱材28に溶
接して支持させ、該支持材28をベース29に溶接して
立設させる。As shown in FIG. 12, the structure of the guide member 26 is such that a guide tube 27 having an inner diameter larger than the diameter of the cable 10 to be erected and the condominium 13 is welded to the column 28 and supported. To the base 29 by welding.
【0053】そして、前記ガイド部材26を横桁25,
25の下面にボルト30で固着する。また、前記ガイド
管27の一端側を横桁の側面から突出させ、かつ、その
突出部分をケーブル10の最小曲げ半径に沿って曲げ
る。Then, the guide member 26 is connected to the horizontal beam 25,
It is fixed to the lower surface of the bolt 25 with bolts 30. Further, one end of the guide tube 27 is projected from the side surface of the cross beam, and the projected portion is bent along the minimum bending radius of the cable 10.
【0054】更に、図13(イ)に示すように、ガイド
管27の横桁の側面から突出した部分の開口端部にスリ
ット27aを設けるようにして、当該開口端部がケーブ
ル10によって自由に曲がるようにしても良い。Further, as shown in FIG. 13A, a slit 27a is provided at the opening end of the portion of the guide tube 27 protruding from the side surface of the cross beam, so that the opening end can be freely formed by the cable 10. You may bend.
【0055】この第3実施例の他の例として、図13
(ロ)に示すように、前記ガイド管27に代わって、二
つ割りのガイド管31,32として、ガイド部材26に
はガイド管31が予め固着されていて、ケーブル10を
配設した後にこれに被せるようにガイド管32を取り付
けて、フランジ部分にボルト・ナットを締結してガイド
管31,32を固定するようにしたものである。As another example of the third embodiment, FIG.
As shown in (b), instead of the guide tube 27, a guide tube 31 is fixed to the guide member 26 in advance as a split guide tube 31 and 32, and is placed on the cable 10 after disposing the cable 10. The guide tube 32 is mounted as described above, and bolts and nuts are fastened to the flange portion to fix the guide tubes 31, 32.
【0056】この他の例によれば、ケーブル10のマン
ション13をガイド管に挿通させないでケーブル架設工
事ができるので、作業能率が向上すると共に、ガイド管
31,32の内径をケーブル10の外径程度にすること
ができ、ケーブル10の外径よりも大きなマンション1
3に合わせて大きな内径とする必要がなくコンパクトに
なる。According to this other example, since the cable erection work can be performed without inserting the apartment 13 of the cable 10 into the guide tube, work efficiency is improved, and the inner diameter of the guide tubes 31 and 32 is adjusted to the outer diameter of the cable 10. Apartment 1 larger than the outer diameter of the cable 10
It is not necessary to make the inside diameter large according to 3, and it becomes compact.
【0057】本発明の第4実施例は、図14乃至図15
に示すように、隣接する橋桁の対向した端部に各々設け
た両定着具15における止着部材15aの外側で、定着
ナット12と止着部材15aとの間において、支圧板1
1a,11aで挟装したコイルスプリング11d(この
例では円錐コイルバネ)の取付作業の改善のため、前記
支圧板11a,11aに、コイルスプリング用の座繰り
11e,11fを設けたものである。A fourth embodiment of the present invention will be described with reference to FIGS.
As shown in the figure, between the fixing nut 12 and the fixing member 15a, between the fixing nut 12 and the fixing member 15a, outside the fixing member 15a of each of the fixing devices 15 provided at the opposite ends of the adjacent bridge girders,
In order to improve the work of mounting the coil spring 11d (in this example, a conical coil spring) sandwiched between 1a, 11a, counterbore plates 11e, 11f for the coil spring are provided on the support plates 11a, 11a.
【0058】この座繰り11e,11fによって、ケー
ブル10のマンション13を止着部材15aの貫通孔に
挿通させた後に、緩衝材11たる硬質パッキン11bと
支圧板11aとを止着部材15aに向かって前記マンシ
ョン13に嵌挿させて、次に、コイルスプリング11d
を装着するときに、コイルスプリング11dの端部が座
繰り11f内に収まって、マンション13の軸芯に対し
てずれたりせずに容易に位置決めされて装着できるもの
である。After the condominium 13 of the cable 10 is inserted into the through hole of the fastening member 15a by the counterbore 11e, 11f, the hard packing 11b as the cushioning material 11 and the supporting plate 11a are moved toward the fastening member 15a. Then, the coil spring 11 d is inserted into the apartment 13.
At the time of mounting, the end of the coil spring 11d fits in the counterbore 11f, and can be easily positioned and mounted without being shifted with respect to the axis of the apartment 13.
【0059】そして、次の支圧板11a(小径の方)を
マンション13に嵌挿させて、これもその座繰り11e
をコイルスプリング11dの端部に位置合わせして収
め、定着ナット12を所要位置に締め込むものである。
該定着ナット12の側面から六角ネジ12aを螺着させ
て、このナットの回り止めとする。この実施例に限ら
ず、タブルナットにして回り止めとする(図示せず)こ
ともできる。Then, the next support plate 11a (smaller one) is fitted into the apartment 13 and this also has a counterbore 11e.
Is fixed to the end of the coil spring 11d, and the fixing nut 12 is tightened to a required position.
A hexagonal screw 12a is screwed from the side of the fixing nut 12 to prevent the nut from rotating. The present invention is not limited to this embodiment, and a double nut may be used as a detent (not shown).
【0060】なお、この実施例では、座繰りを支圧板の
両方に設けたが、これに限らず、例えば、緩衝材11に
おける支圧板11aにだけ座繰り11fを設ける、のよ
うに少なくとも支圧板11a,11aの一方に座繰りを
設けることでもよい。In this embodiment, the counterbore is provided on both the support plates. However, the present invention is not limited to this. For example, at least the support plate 11f is provided only on the support plate 11a of the cushioning material 11. A counterbore may be provided on one of 11a and 11a.
【0061】また、硬質パッキン11bと支圧板11a
とを、焼き付け若しくは接着剤等により予め一体化して
おいてから組み立てるようにし、組立作業工数の低減及
び部品管理の容易化を図るようにしてもよいものであ
る。The hard packing 11b and the supporting plate 11a
May be integrated beforehand by baking or using an adhesive or the like to reduce the number of assembly work steps and facilitate component management.
【0062】次に、本発明の第5実施例は、ケーブル1
0のマンション13を、例えば、一方の定着具15の止
着部材15aに挿通させる際の作業性改善に関するもの
である。Next, a fifth embodiment of the present invention will be described with reference to FIG.
The present invention relates to improvement in workability when the apartment 13 of No. 0 is inserted into, for example, the fastening member 15a of one fixing tool 15.
【0063】例えば、図15乃至図16に示すように、
定着具15の対向配置にされたブラケット15b,15
cと、これらの間に架橋されるとともに、溶接等の手段
で固着されたブラケット15h,15f,15gとで、
四角形状の空間部を形成し、該空間部に偏向具17,1
7を嵌挿させて、該偏向具17,17とブラケット15
b,15cとの間でボルトにより固定する。For example, as shown in FIGS.
Brackets 15b and 15 arranged opposite to fixing device 15
c and the brackets 15h, 15f, 15g, which are bridged between them and fixed by means such as welding,
A rectangular space is formed, and the deflectors 17 and 1 are formed in the space.
7 and the deflectors 17, 17 and the bracket 15
b and 15c are fixed with bolts.
【0064】かかる前記ブラケット15f,15gは、
一体物でなく別体にして各々ブラケット15b,15c
に固着せしめ、切欠き15jが設けられて対向配置にさ
れているものである。The brackets 15f and 15g are:
Brackets 15b and 15c are not integrated but separate.
And a notch 15j is provided so as to be opposed to each other.
【0065】前記切欠き15jは、ケーブル10(マン
ション13も含めて)を内外に出し入れできる幅に形成
してある。The notch 15j is formed to have a width that allows the cable 10 (including the apartment 13) to be moved in and out.
【0066】この切欠き15jによって、図17(イ)
に示すように、隣接した橋桁の端部に固着された定着具
15,16間に、ケーブル10を架設する時に、例え
ば、まず定着具16側にケーブル10の一端側(マンシ
ョン13)を止着部材16aを挿通させる。FIG. 17 (a) is formed by the notch 15j.
When the cable 10 is installed between the fixing devices 15 and 16 fixed to the ends of the adjacent bridge girders, for example, first, one end of the cable 10 (a condominium 13) is first fixed to the fixing device 16 side as shown in FIG. The member 16a is inserted.
【0067】次に、ケーブル10の他端側を定着部材1
5aに挿通させようとした際に、図17(ロ)に示すよ
うに、前記切欠き15jがあるのでマンション13の端
部を止着部材15aに可能な限り接近させる。Next, the other end of the cable 10 is connected to the fixing member 1.
As shown in FIG. 17 (b), when the user intends to insert the apartment 5a, the end of the apartment 13 is brought as close as possible to the fastening member 15a because of the notch 15j.
【0068】そして、ケーブル10を緩やかに曲げて図
中の矢印に示すように降ろすことができ、該マンション
13を止着部材15aの貫通孔に容易に挿通させること
ができる。Then, the cable 10 can be bent gently and lowered as shown by the arrow in the figure, and the apartment 13 can be easily inserted into the through hole of the fastening member 15a.
【0069】よって、作業者はケーブル10を大きく曲
げることなく挿通作業をすることができるので、負担が
軽くなり作業性の改善となる。Therefore, the worker can perform the insertion work without bending the cable 10 greatly, so that the burden is reduced and the workability is improved.
【0070】これに対して、例えば、図17(ハ)に示
すように、ブラケット15mをブラケット15b,15
c間に一体物(ブラケット15f,15gを一体にして
切欠き15jを設けない場合)で架橋させると、ケーブ
ル10の他端側のマンション13の先端部をブラケット
15mとブラケット15hの間の空間部から挿通させな
ければならないので、図中の長さLの分だけ、他端側の
マンション13を定着具16側に引き寄せる必要があ
る。On the other hand, for example, as shown in FIG.
When the bridge is bridged by an integral object (when the brackets 15f and 15g are integrated and the notch 15j is not provided), the tip of the apartment 13 at the other end of the cable 10 is a space between the bracket 15m and the bracket 15h. Therefore, it is necessary to draw the condominium 13 on the other end side toward the fixing device 16 by the length L in the drawing.
【0071】よって、ケーブル10を大きく曲げて挿通
作業するので、作業者にとっては力のいる作業となっ
て、作業能率が低下するのである。このように、第5実
施例における切欠き15jを設けることで、ケーブル架
設作業の作業性が改善されるものである。Therefore, since the cable 10 is bent and inserted so that the cable 10 is inserted, the operation is intensive for the operator, and the work efficiency is reduced. Thus, by providing the notch 15j in the fifth embodiment, the workability of the cable erection work is improved.
【0072】本発明の第6実施例は、図18に示すよう
に、対向配置の定着具15,16の各止着部材15a,
16aの外側に、ケーブルの移動阻止手段19aとし
て、マンション13の先端面から所要の間隙を有して定
着ナットと緩衝材11及びコイルスプリング11d等を
囲繞する金属製の調整キャップ20aを設けたものであ
る。In the sixth embodiment of the present invention, as shown in FIG. 18, the fastening members 15a,
A metal adjusting cap 20a is provided outside the cable 16a as a cable movement preventing means 19a, surrounding the fixing nut, the cushioning material 11, the coil spring 11d, etc., with a required gap from the front end surface of the apartment 13. It is.
【0073】前記調整キャップ20aは、その端部に設
けたフランジ部分で止着部材15aにボルトなどにより
固着されるものであり、円形状若しくは矩形状の筒体で
あり、場合によっては帯状体でもよい。The adjustment cap 20a is fixed to the fastening member 15a by a bolt or the like at a flange portion provided at an end thereof, and is a circular or rectangular cylindrical body. Good.
【0074】そして、前記調整キャップ20aの内側で
マンション13の端部が当接する位置に、ゴム製等のパ
ッキン21bが貼着されている。なお、定着部16側に
おいても同様に前記調整キャップ20a及びパッキン2
1bが装着されている。A packing 21b made of rubber or the like is attached to the inside of the adjustment cap 20a at a position where the end of the condominium 13 abuts. Note that the fixing cap 20a and the packing 2 are similarly provided on the fixing unit 16 side.
1b is mounted.
【0075】この移動阻止手段19aによって、例え
ば、隣接する橋桁が夏季の酷暑により異常接近した場
合、若しくは地震等により異常に接近した場合において
も、マンション13部分とソケットカバー14とが、止
着部材15a又は止着部材16aの貫通孔から外側へ向
け出るのが防止されるものである。The movement preventing means 19a allows the part of the apartment 13 and the socket cover 14 to be fixed to each other even if the adjacent bridge girder approaches abnormally due to the extreme heat in summer or abnormally approaches due to an earthquake or the like. It is prevented from going outward from the through hole of the fixing member 15a or the fastening member 16a.
【0076】このように、第6実施例による移動阻止手
段19aを、第1実施例における移動阻止手段19に対
して、止着部材15a,16aの外側に設けたのは、定
着具15,16を取り付ける橋桁の間に横桁があって、
その横桁に穴を開けてケーブル10を挿通させる際に、
マンション13部分に前記第1実施例の移動阻止手段1
9があると横桁の穴に挿通させ難く、該穴を大きくしな
ければならないという不都合があるからである。As described above, the movement preventing means 19a according to the sixth embodiment is provided outside the fastening members 15a, 16a with respect to the movement preventing means 19 in the first embodiment. There is a cross girder between the bridge girder where
When making a hole in the cross beam and inserting the cable 10,
The movement preventing means 1 of the first embodiment is provided in the apartment 13 part.
This is because if there is a 9, there is a disadvantage that it is difficult to insert the hole into the cross beam and the hole must be enlarged.
【0077】この第6実施例における移動阻止手段19
aにすれば、ケーブル10を定着具15,16間に架設
した後で取り付けることができる。これによって、ケー
ブルの架設作業性の改善となるものである。The movement preventing means 19 in the sixth embodiment.
In the case of a, the cable 10 can be attached after being laid between the fixing tools 15 and 16. As a result, the workability of erection of the cable is improved.
【0078】以上のように、第1実施例乃至第6実施例
を説明したが、前記定着具15,16は、橋桁に取り付
ける際に、従来と同様にピンで回動自在に取り付けても
良いし、複数のボルト・ナットで回動しないように固着
しても良いものである。As described above, the first to sixth embodiments have been described. However, when the fixing members 15 and 16 are mounted on the bridge girder, they may be rotatably mounted with pins as in the conventional case. Alternatively, it may be fixed by a plurality of bolts and nuts so as not to rotate.
【0079】[0079]
【発明の効果】以上説明したように、本発明に係る落橋
防止装置は、少なくとも一方が移動可能建造物であっ
て、対向している建造物の各対向端部側に設けたケーブ
ル用の止着部材を有する定着手段と、該両定着手段の間
に架設したケーブルと、該ケーブルが挿通される貫通孔
を備え且つケーブルの定着端寄りに設けられた偏向具と
からなり、該偏向具は、常時は架設したケーブルの影響
を受けないで非常時にのみケーブルの影響を受ける状態
に配設され、非常時にケーブルの影響を受ける偏向具
は、その貫通孔が、ケーブルの定着端部側においては、
ケーブルを前記止着部材に対し略直交する方向に維持す
る形状に形成され、対向する建造物側においては、ケー
ブルに対して急激に付加される曲げ応力と剪断力が局部
的に集中しないように、ケーブルの最小曲げ半径以上の
曲率半径をもった曲面に形成されているので、落橋防止
装置のケーブルに地震等の外力で曲げ力が加わっても、
ケーブルが偏向具の曲面に沿って曲がって該ケーブルに
無理な曲げ応力や剪断力が発生せず、橋桁の地上への落
下を防止すると共に、ケーブルの端部にキズや破断が生
じないと言う優れた効果を奏する。As described above, in the bridge fall prevention device according to the present invention, at least one of the movable structures is a movable structure, and the cable stopper provided on each of the opposed ends of the opposed structure is provided. Fixing means having a fixing member, a cable provided between the fixing means , and a through-hole through which the cable is inserted.
And a deflector provided near the fixing end of the cable.
The deflection device is always affected by the cable
Affected by cables only in emergency without being affected
Deflector installed in the emergency room and affected by the cable in an emergency
The through hole is on the fixing end side of the cable,
Maintain the cable in a direction substantially perpendicular to the fastening member
On the opposite side of the building
Bending stress and shear force that are suddenly applied to
To avoid over-concentration.
Since it is formed on a curved surface with a radius of curvature, even if an external force such as an earthquake applies bending force to the cable of the bridge prevention device,
The cable bends along the curved surface of the deflector, so that no excessive bending stress or shearing force is generated on the cable, preventing the bridge girder from falling to the ground and preventing the cable end from being scratched or broken. It has excellent effects.
【0080】また、ケーブルがいかなる方向に曲げられ
ても、常に、前記偏向具でケーブルが定着具の止着部材
に直交するように維持され、前記外力による曲げ力が定
着具の止着部材に伝達されず軸力のみが伝達されると言
う優れた効果を奏する。Even if the cable is bent in any direction, the cable is always maintained perpendicular to the fixing member of the fixing device by the deflecting device, and the bending force due to the external force is applied to the fixing member of the fixing device. It has an excellent effect that only the axial force is transmitted without being transmitted.
【0081】前記偏向具が、該偏向具の長さ方向に沿っ
て二つ割りにされていることにより、落橋防止装置の施
工が容易となると言う優れた効果を奏する。The deflecting device extends along the length direction of the deflecting device.
By splitting into two parts, an excellent effect that the construction of the bridge prevention device becomes easy can be achieved.
【0082】前記偏向具の曲面の曲率半径が、ケーブル
の最小曲げ半径以上であるので、ケーブルに曲げ力が加
わっても、大きな曲げ応力を生じることがなく、又、局
部的な剪断応力が作用しないので、破壊時の耐力向上に
優れた効果を奏する。Since the radius of curvature of the curved surface of the deflecting device is equal to or larger than the minimum bending radius of the cable, even if a bending force is applied to the cable, no large bending stress is generated, and a local shear stress acts. Since it does not, it has an excellent effect of improving the proof stress at the time of breaking.
【0083】前記偏向具の貫通孔における一端側開口部
には、逃げ部が設けられていることで、橋桁の移動等に
よる摺接によってケーブルにキズ等の損傷を与えること
が無くなって、品質の向上となると言う優れた効果を奏
する。A relief portion is provided at one end of the through hole of the deflector so that the cable is not damaged by scratches or the like due to sliding contact due to movement of the bridge girder. It has an excellent effect of improving.
【0084】また、前記定着手段の止着部材の対向面側
におけるケーブルの端部に、ケーブルの抜出しを防止す
る移動阻止手段を設けたことで、隣接した橋桁が地震時
に異常に接近したときでも、ケーブル端部のマンション
及びソケットカバーが止着部材の貫通孔から外側に抜け
出て元に復帰しないような弊害が防止されると言う優れ
た効果を奏する。In addition, since the movement preventing means for preventing the cable from being pulled out is provided at the end of the cable on the side opposite to the fixing member of the fixing means, even if the adjacent bridge girder abnormally approaches during an earthquake. In addition, there is provided an excellent effect that an adverse effect such that the apartment and the socket cover at the end of the cable do not come out of the through hole of the fastening member and do not return to the original state is prevented.
【0085】更に、対向した止着部材の外側に移動阻止
手段を設ければ、定着具間に横桁があってもケーブルを
架設した後に、容易に移動阻止手段を取り付けることが
できて作業性が向上すると言う優れた効果を奏する。Further, if the movement preventing means is provided on the outside of the facing fixing member, even if there is a cross beam between the fixing tools, the movement preventing means can be easily attached after the cable is laid, and the workability is improved. The effect is improved.
【0086】前記定着手段の止着部材に、ケーブル端部
に固着されたスリーブ(マンション)のネジ部を保護す
る保護筒を設けたので、温度変化による橋桁の伸縮時、
あるいは外力によって橋桁が複雑に揺れたときでも、止
着部材とネジが接触することなく、マンションは保護筒
を介して貫通孔の中をスムーズに移動できると共に、当
該ネジ部と止着部材の貫通孔の壁面との衝突によるネジ
山の潰れを防止することができると言う優れた効果を奏
する。Since the fixing member of the fixing means is provided with a protective cylinder for protecting the thread portion of the sleeve (mansion) fixed to the end of the cable, when the bridge girder expands and contracts due to a temperature change,
Alternatively, even when the bridge girder is complicatedly shaken by an external force, the condominium can smoothly move through the through-hole through the protective cylinder without the screw coming into contact with the fastening member, and the screw portion and the fastening member can pass through. This provides an excellent effect that the collapse of the screw thread due to the collision with the wall surface of the hole can be prevented.
【0087】本発明の落橋防止装置が、少なくとも一方
が移動可能建造物であって、対向している建造物の各端
部に設けたケーブル用の止着部材を有する定着手段と、
該両定着手段の間に架設したケーブルとからなり、前記
ケーブルの端部と少なくとも一方の前記定着手段の止着
部材との間に、ケーブルを緊張するための変形量の大き
な弾性手段が設けられているので、例えば、隣接する橋
桁が異常に接近した場合でもケーブルの緊張を維持して
弛みを防止し、更に、橋桁の落橋時までの大きな移動量
にも対応した構造となり、落橋時の衝撃力も緩和される
と言う優れた効果を奏する。[0087] An apparatus for preventing a bridge from falling according to the present invention comprises: a fixing means having at least one movable structure and a cable fastening member provided at each end of the opposing structure;
An elastic means having a large deformation amount for tensioning the cable is provided between an end of the cable and a fixing member of at least one of the fixing means. Therefore, for example, even if the adjacent bridge girder approaches abnormally, the tension of the cable is maintained to prevent loosening, and the structure is designed to cope with a large amount of movement until the bridge girder falls, It has an excellent effect of reducing power.
【0088】更に、前記ケーブルを緊張するための変形
量の大きな弾性手段が、スプリングまたはゴムパッキン
のいづれか一方、又は、双方の併用であることで、落橋
時の衝撃力の緩和に対応させる設計の自由度が増すと言
う優れた効果を奏する。Further, the elastic means having a large amount of deformation for tensioning the cable may be a spring or a rubber packing or a combination of both, so that the design is adapted to alleviate the impact force at the time of dropping a bridge. the degree of freedom is an excellent effect say that to increase.
【図1】本発明に係る落橋防止装置の第1実施例の一部
側面図である。FIG. 1 is a partial side view of a first embodiment of a bridge prevention device according to the present invention.
【図2】同第1実施例に係る落橋防止装置の定着部分の
拡大側面図である。FIG. 2 is an enlarged side view of a fixing portion of the bridge fall prevention device according to the first embodiment.
【図3】同第1実施例に係る落橋防止装置の定着部分の
拡大正面図である。FIG. 3 is an enlarged front view of a fixing portion of the bridge fall prevention device according to the first embodiment.
【図4】ケーブル端部の正面図である。FIG. 4 is a front view of a cable end;
【図5】同第1実施例に係る落橋防止装置であって、緩
衝材と弾性材とをコイルスプリングにした場合の実施例
の正面図(イ)と、緩衝材又は弾性材とコイルスプリン
グとを併用した場合の正面図(ロ)である。FIG. 5 is a front view of the embodiment, in which the cushioning material and the elastic material are coil springs, and FIG. (B) is a front view in the case where.
【図6】同第1実施例に係る緩衝材の伸縮スポンジの伸
縮状態を示す説明図である。FIG. 6 is an explanatory view showing a stretched state of a stretchable sponge of the cushioning material according to the first embodiment.
【図7】同第1実施例に係る緩衝材の伸縮スポンジの伸
縮状態を示す説明図である。FIG. 7 is an explanatory view showing a stretched state of a stretchable sponge of the cushioning material according to the first embodiment.
【図8】同第1実施例に係る緩衝材の伸縮スポンジの伸
縮状態を示す説明図である。FIG. 8 is an explanatory view showing an expanded and contracted state of an elastic sponge of the cushioning material according to the first embodiment.
【図9】同第1実施例に係る落橋防止装置の地震時にお
ける作用を説明する説明図である。FIG. 9 is an explanatory diagram illustrating an operation of the device for preventing a fallen bridge according to the first embodiment during an earthquake.
【図10】本発明の第2実施例に係る落橋防止装置の平
面図である。FIG. 10 is a plan view of a bridge prevention device according to a second embodiment of the present invention.
【図11】本発明の第3実施例に係る側面図である。FIG. 11 is a side view according to a third embodiment of the present invention.
【図12】同第3実施例におけるガイド部材の縦断面図
である。FIG. 12 is a longitudinal sectional view of a guide member in the third embodiment.
【図13】ガイド管の端部の正面図(イ)と、他の実施
例に係るガイド管の縦断面図(ロ)である。FIG. 13 is a front view (a) of an end portion of a guide tube and a vertical cross-sectional view (b) of a guide tube according to another embodiment.
【図14】本発明の第4実施例に係る落橋防止装置の一
部を拡大して示す側面図である。FIG. 14 is a side view showing, on an enlarged scale, a portion of a bridge prevention device according to a fourth embodiment of the present invention.
【図15】同本発明の第4実施例と第5実施例とに係る
落橋防止装置の斜視図である。FIG. 15 is a perspective view of a bridge prevention device according to a fourth embodiment and a fifth embodiment of the present invention.
【図16】同本発明の第5実施例に係る落橋防止装置に
おける定着具の側面図である。FIG. 16 is a side view of a fixing device in a bridge-fall prevention device according to a fifth embodiment of the present invention.
【図17】同本発明の第5実施例に係る落橋防止装置の
使用状態を示す説明図(イ)、(ロ)、(ハ)である。FIGS. 17 (a), (b), and (c) are illustrations showing the use state of the bridge prevention device according to the fifth embodiment of the present invention.
【図18】本発明の第6実施例を示す落橋防止装置の側
面図である。FIG. 18 is a side view of a bridge prevention device according to a sixth embodiment of the present invention.
【図19】従来例に係る落橋防止装置の側面図である。FIG. 19 is a side view of a bridge-fall prevention device according to a conventional example.
【図20】同従来例に係る落橋防止装置の斜視図であ
る。FIG. 20 is a perspective view of a fall prevention device according to the conventional example.
【図21】同従来例に係る落橋防止装置の側面図であ
る。FIG. 21 is a side view of the fall prevention device according to the conventional example.
【図22】同ケーブルの端部の縦断面図である。FIG. 22 is a longitudinal sectional view of an end of the cable.
【図23】同従来例に係る落橋防止装置による、地震時
の作用状態の説明図である。FIG. 23 is an explanatory diagram of an operation state at the time of an earthquake by the fall prevention device according to the conventional example.
1 橋脚、 2,3 橋桁、 10 ケーブル、 11 緩衝材、 11a 支圧板、 11b 硬質パッキン、 11c 伸縮スポンジ、 11d コイルスプリング、 11e,11f 座繰り、 12 定着ナット、 13 スリーブ(マンション)、 14 ソケットカバー、 15,16 定着具、 15a,16a 止着部材、 15b,15c,15f,15g,15h ブラケッ
ト、 15j 切欠き、 17 偏向具、 17a 曲面、 19,19a 移動阻止手段、 20a 調整キャップ、 21 弾性材、 21a コイルスプリング、 21b パッキン、 22 防護筒、 23,24 主桁、 25 横桁、 26 ガイド部材、 31,32 ガイド管。1 bridge pier, 2, 3 bridge girder, 10 cable, 11 cushioning material, 11a supporting plate, 11b hard packing, 11c telescopic sponge, 11d coil spring, 11e, 11f counterbore, 12 fixing nut, 13 sleeve (mansion), 14 socket cover , 15, 16 fixing device, 15a, 16a fastening member, 15b, 15c, 15f, 15g, 15h bracket, 15j notch, 17 deflecting device, 17a curved surface, 19, 19a movement inhibiting means, 20a adjustment cap, 21 elastic material , 21a coil spring, 21b packing, 22 protective cylinder, 23, 24 main girder, 25 horizontal girder, 26 guide member, 31, 32 guide tube.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 鈴木 昭好 東京都千代田区西神田1丁目3番6号 株式会社エスイー内 (72)発明者 及川 孝一 東京都千代田区西神田1丁目3番6号 株式会社エスイー内 (56)参考文献 特開 平4−258403(JP,A) 特公 昭52−34135(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E01D 19/04 E01D 19/04 101 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Akiyoshi Suzuki 1-3-6 Nishikanda, Chiyoda-ku, Tokyo Intranet Co., Ltd. (72) Inventor Koichi Oikawa 1-3-6 Nishikanda, Chiyoda-ku, Tokyo (56) References JP-A-4-258403 (JP, A) JP-B-52-34135 (JP, B2) (58) Fields investigated (Int. Cl. 7 , DB name) E01D 19 / 04 E01D 19/04 101
Claims (8)
て、対向している建造物の各対向端部側に設けたケーブ
ル用の止着部材を有する定着手段と、 該両定着手段の間に架設したケーブルと、 該ケーブルが挿通される貫通孔を備え且つケーブルの定
着端寄りに設けられた偏向具とからなり、 該偏向具は、常時は架設したケーブルの影響を受けない
で非常時にのみケーブルの影響を受ける状態に配設さ
れ、 非常時にケーブルの影響を受ける偏向具は、その貫通孔
が、ケーブルの定着端部側においては、ケーブルを前記
止着部材に対し略直交する方向に維持する形状に形成さ
れ、対向する建造物側においては、ケーブルに対して急
激に付加される曲げ応力と剪断力が局部的に集中しない
ように、ケーブルの最小曲げ半径以上の曲率半径をもっ
た曲面に形成されていること を特徴とする落橋防止装
置。At least one is a movable building, and a fixing unit having a cable fastening member provided on each of the opposed end sides of the opposed building; A cable provided with a through-hole through which the cable is inserted , and
It consists of a deflecting device provided near the end, and the deflecting device is not always affected by the installed cable.
In an emergency only installed in the condition affected by the cable
The deflector, which is affected by the cable in an emergency,
However, on the fixing end side of the cable,
It is formed in a shape that is maintained in a direction substantially perpendicular to the fastening member.
On the opposite building side,
Extremely applied bending and shear forces are not locally concentrated
Cable with a radius of curvature equal to or greater than the minimum bending radius of the cable.
A bridge prevention device characterized by being formed on a curved surface .
を伸縮させる緩和手段が定着端部側に設けられているこ
と を特徴とする請求項1に記載の落橋防止装置。2. The cable which has been erected in an emergency, against a sudden impact which is suddenly applied.
A relaxation means for expanding and contracting is provided on the fixing end side.
Girder prevention device according to claim 1, wherein the door.
であることを特徴とする請求項2に記載の 落橋防止装
置。3. A resilient means provided between a fastening member and a fixing end of a cable , the relieving means for expanding and contracting the cable.
The fall prevention device according to claim 2, wherein:
材とで構成されていることを特徴とする請求項3に記載
の 落橋防止装置。4. An elastic means comprising : a conical coil spring for ensuring a large amount of expansion and contraction; and a plate-shaped buffer attached to a support plate for the conical coil spring.
The material according to claim 3, wherein the material is made of a material.
Bridge collapse prevention device.
する請求項1に記載の 落橋防止装置。5. The deflecting device is formed in two parts along the length direction.
The bridge fall prevention device according to claim 1 .
ルの定着部分が離脱するのを防止する阻止手段を設けた
こと、 を特徴とする請求項1に記載の落橋防止装置。6. A cable outside or inside the fastening member.
Blocking means to prevent the fixing portion of the
It, girder prevention device according to claim 1, wherein the.
ル端部に固着されたスリーブのネジ部を保護する防護筒
を設けたこと、 を特徴とする請求項1に記載の落橋防止装置。7. A cable is provided in a through hole for a cable of a fastening member.
Protective sleeve to protect the thread of the sleeve fixed to the end
The provided things, girder prevention device according to claim 1, wherein the.
側における開口部には、ケーブルのキズ付きを防止する
逃げ部が設けられていること、 を特徴とする請求項1又は5に記載の落橋防止装置。8. The through hole of the deflecting device is provided at a fixing end of the cable.
Openings on the side prevent the cable from being scratched
The fall prevention device according to claim 1 , wherein a relief portion is provided .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP08109105A JP3122612B2 (en) | 1995-06-08 | 1996-04-30 | Falling bridge prevention device |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14202095 | 1995-06-08 | ||
| JP7-142020 | 1995-06-08 | ||
| JP08109105A JP3122612B2 (en) | 1995-06-08 | 1996-04-30 | Falling bridge prevention device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0953205A JPH0953205A (en) | 1997-02-25 |
| JP3122612B2 true JP3122612B2 (en) | 2001-01-09 |
Family
ID=26448886
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP08109105A Expired - Lifetime JP3122612B2 (en) | 1995-06-08 | 1996-04-30 | Falling bridge prevention device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3122612B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006249842A (en) * | 2005-03-11 | 2006-09-21 | Sho Bond Constr Co Ltd | Connecting band |
| JP6586037B2 (en) * | 2016-03-17 | 2019-10-02 | 株式会社ピーエス三菱 | Primary cable mantle in suspended floor bridge |
| CN106049253B (en) * | 2016-05-11 | 2018-10-02 | 清华大学 | A kind of construction method for the longitudinal connecting structure for preventing reinforced concrete simple-supported beam bridge from falling off |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5234135B2 (en) | 2011-04-04 | 2013-07-10 | Tdk株式会社 | Feed-through multilayer capacitor |
-
1996
- 1996-04-30 JP JP08109105A patent/JP3122612B2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5234135B2 (en) | 2011-04-04 | 2013-07-10 | Tdk株式会社 | Feed-through multilayer capacitor |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0953205A (en) | 1997-02-25 |
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