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JP4468975B2 - Fall bridge prevention device - Google Patents
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JP4468975B2 - Fall bridge prevention device - Google Patents

Fall bridge prevention device Download PDF

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JP4468975B2
JP4468975B2 JP2007192169A JP2007192169A JP4468975B2 JP 4468975 B2 JP4468975 B2 JP 4468975B2 JP 2007192169 A JP2007192169 A JP 2007192169A JP 2007192169 A JP2007192169 A JP 2007192169A JP 4468975 B2 JP4468975 B2 JP 4468975B2
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seat
shock absorber
pressure
cushioning material
chain
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JP2009030234A (en
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直治 森井
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Bild Land Co Ltd
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Bild Land Co Ltd
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Description

本発明は橋脚と該橋脚上に支持された橋桁端間を引留チェーンで連結した落橋防止装置に係わり、特に該引留チェーンにリンク結合された要素に緩衝効果を具有させた落橋防止装置に関する。   The present invention relates to a falling bridge prevention device in which a bridge pier and an end of a bridge girder supported on the pier are connected by a retaining chain, and more particularly to a falling bridge prevention device in which an element linked to the retaining chain has a buffering effect.

従来この種落橋防止装置として図1A,Bに示すように、橋脚(橋台を含む)1と該橋脚1上に支持された橋桁2端間を引留チェーン3で連結した落橋防止装置が多用されている。この落橋防止装置は引留チェーン3の全長又は部分長をゴム等の緩衝材4内に埋設し、該緩衝材4内において引留チェーン3を構成する各リンク(環)5の弛緩状態(弛緩部6)を形成して置き、引留チェーン3に引張力が加わった時、各リンク5のリンク弛緩寸法Sだけの範囲で緩衝効果を発揮する緩衝機構を採用している。   Conventionally, as shown in FIGS. 1A and 1B, a fallen bridge prevention apparatus in which a bridge pier (including an abutment) 1 and a bridge girder 2 supported on the bridge pier 1 are connected by a draw chain 3 is widely used. Yes. This falling bridge prevention device embeds the full length or partial length of the retaining chain 3 in a cushioning material 4 such as rubber, and the loosened state (relaxed portion 6) of each link (ring) 5 constituting the retaining chain 3 in the cushioning material 4. ) Is formed, and when a tensile force is applied to the retaining chain 3, a buffering mechanism that exhibits a buffering effect within the range of the link relaxation dimension S of each link 5 is employed.

然しながら上記図1に示す引留チェーン3で引留する落橋防止装置においては、弛緩した引留チェーン3に引張力が加わり伸張されると緩衝材4との剥離を生じ緩衝効果を減殺する問題、引留チェーン3のリンク弛緩寸法Sに限定された範囲でしか緩衝効果が得られない問題を有している。   However, in the falling bridge prevention device that is retained by the retaining chain 3 shown in FIG. 1, when the tension is applied to the relaxed retaining chain 3 and is stretched, it is separated from the cushioning material 4 to reduce the buffering effect. The buffer relaxation effect can be obtained only in a range limited to the link relaxation dimension S.

又緩衝材が引留チェーンのリンク弛緩部6内に密に充填されず、巣を生成して上記弛緩寸法Sにおける緩衝効果を減殺する問題を有している。   Further, the buffer material is not densely filled in the link slack portion 6 of the retaining chain, and there is a problem that a nest is formed and the buffer effect in the slack dimension S is reduced.

本発明は橋脚と該橋脚上に支持された橋桁端間を引留チェーンで連結した落橋防止装置において、上記引留チェーンとリンク結合する緩衝装置を備え、上記引留チェーンに加わる引張力で上記緩衝装置が保有する緩衝材を圧縮する構成を有し、緩衝装置を引留チェーンのリンク要素として形成したものである。   The present invention provides a falling bridge prevention device in which a bridge pier and a bridge girder end supported on the pier are connected by a retaining chain, and includes a shock absorber linked to the retaining chain, and the shock absorber is applied by a tensile force applied to the retaining chain. It has a configuration for compressing a buffer material that is held, and the buffer device is formed as a link element of a retaining chain.

これにより既知のチェーンを緩衝材内に埋設する方法における、チェーンの各リンクの弛緩寸法に限定される緩衝ストロークを大幅に改善し、更にはチェーンの伸張に伴い緩衝材が剥離し緩衝効果を減殺する問題を有効に解消できる。   This greatly improves the shock-absorbing stroke limited to the loose dimensions of each link of the chain in the method of embedding a known chain in the shock-absorbing material, and further, the shock-absorbing material peels off as the chain stretches, reducing the buffering effect. Can effectively solve the problem.

上記緩衝装置は緩衝材ホルダーに緩衝材を保有せしめ、該緩衝材ホルダーに保有された緩衝材を受圧座と加圧座間に介在し、該加圧座を上記引留チェーンにリンク結合し、又は該加圧座を橋脚側又は橋桁側の取り付け用ブラケットにリンク結合し、該引留チェーンに加わる引張力を上記加圧座に与えて上記緩衝材を上記受圧座との間で圧縮する構成を有する。   In the shock absorber, a shock absorber is held in a shock absorber holder, the shock absorber held in the shock absorber holder is interposed between a pressure receiving seat and a pressure seat, and the pressure seat is linked to the draw chain, or the pressure is applied. The pressure seat is linked to a mounting bracket on the bridge pier side or the bridge girder side, and a tension force applied to the retaining chain is applied to the pressure seat to compress the cushioning material with the pressure receiving seat.

上記緩衝材ホルダーの具体例として、リング座と該リング座の直径線の両端から立ち上げられたU形リンクとから成る既知のスイベルにより構成し、上記リング座に支持した受圧座と上記U形リンク内に移動可に配した加圧座間に上記積層構造又は非積層構造の緩衝材を介在し、加圧座を引留チェーン又は橋脚側の取り付け用ブラケット又は橋桁側の取り付け用ブラケットにリンク結合する。   As a specific example of the cushioning material holder, the pressure receiving seat and the U-shape are configured by a known swivel including a ring seat and U-shaped links raised from both ends of the diameter line of the ring seat, and supported by the ring seat. The cushioning material of the above-mentioned laminated structure or non-laminated structure is interposed between the pressure seats movably arranged in the link, and the pressure seat is linked to the retaining chain or the mounting bracket on the pier side or the mounting bracket on the bridge girder side.

上記緩衝材ホルダーの他の具体例として、一対の端板と該両端板間に設けられた少なくとも一対の側板から成る箱形ケースにより構成し、該箱形ケースの端板により形成した受圧座又は該端板上に支持した受圧座と上記側板間に移動可に配した加圧座との間に上記緩衝材を介在し、加圧座を引留チェーン又は橋脚側の取り付け用ブラケット又は橋桁側の取り付け用ブラケットにリンク結合する。   As another specific example of the cushioning material holder, a pressure receiving seat formed by a box-shaped case including a pair of end plates and at least a pair of side plates provided between the both end plates, or formed by the end plates of the box-shaped case or The cushioning material is interposed between a pressure receiving seat supported on the end plate and a pressure seat movably disposed between the side plates, and the pressure seat is used for attaching a retaining chain or a pier side mounting bracket or a bridge girder side. Link to the bracket.

上記緩衝材は緩衝板を積層した構造、又は積層しない単ブロック構造から成る。   The buffer material has a structure in which buffer plates are stacked or a single block structure in which the buffer plates are not stacked.

前記の通り、図1に示す引留チェーンで引留する落橋防止装置においては、弛緩した引留チェーンに引張力が加わり伸張されると緩衝材との剥離を生じ緩衝効果を減殺する問題を有するが、本発明によれば、引留チェーンのリンク結合構造を活かしながら、チェーン伸張時において緩衝材との肌別れを生ずる現象を解消し、上記先行例における剥離による緩衝効果を喪失する問題を抜本的に解消することができる。   As described above, the falling bridge prevention device that is retained by the retaining chain shown in FIG. 1 has a problem in that when the tension is applied to the relaxed retaining chain and is stretched, it peels off from the cushioning material and reduces the buffering effect. According to the invention, while utilizing the link coupling structure of the retaining chain, the phenomenon of causing skin separation from the buffer material when the chain is extended is solved, and the problem of losing the buffer effect due to the peeling in the preceding example is drastically solved. be able to.

又上記図1に示す落橋防止装置においては、引留チェーンのリンク弛緩寸法に限定された範囲でしか緩衝効果が得られない問題を有しているが、本発明によれば、引留チェーンのリンク結合構造を活かしながら、圧縮ストロークを大幅に増大し、緩衝効果を向上できる。   1 has a problem that a buffering effect can be obtained only in a range limited to the link loosening dimension of the retaining chain. According to the present invention, the link coupling of the retaining chain is present. While utilizing the structure, the compression stroke can be greatly increased and the buffering effect can be improved.

又緩衝材が引留チェーンのリンク弛緩部内に密に充填されず、巣を生成して上記弛緩寸法における緩衝効果をも喪失する、上記先行例における問題をも有効に解消できる。   Further, the problem in the above-mentioned prior example, in which the buffer material is not densely filled in the link slack portion of the drawing chain and a nest is formed and the buffering effect in the slack dimension is lost, can be effectively solved.

以下本発明を実施するための最良の形態を図2乃至図7に基づいて詳述する。   The best mode for carrying out the present invention will be described in detail below with reference to FIGS.

本発明における落橋防止手段として用いられる引留チェーン3はリンク(環)5を通し掛けにして連鎖状にした構造を有する。   The detention chain 3 used as a fallen bridge preventing means in the present invention has a structure in which links (rings) 5 are passed through to form a chain.

図2,図3に示すように、本発明に係る落橋防止装置は橋脚1と該橋脚1上に支持された橋桁2端間を上記引留チェーン3で連結して橋桁2を橋脚1に引留する基本構造を有する。   As shown in FIG. 2 and FIG. 3, the falling bridge prevention apparatus according to the present invention connects the bridge pier 1 and the bridge girder 2 end supported on the pier 1 with the draw chain 3 to draw the bridge girder 2 to the pier 1. Has a basic structure.

上記橋脚(橋台含む)1と橋桁2間を連結する上記引留チェーン3に、該引留チェーン3とリンク結合する緩衝装置7を具備せしめる。即ち該緩衝装置7を引留チェーン3のリンク要素として形成しつつ、上記引留チェーン3に加わる引張力で上記リンク要素たる緩衝装置7が保有する緩衝材8を圧縮し、緩衝効果を得る構造にする。   The retaining chain 3 that connects the bridge pier (including the abutment) 1 and the bridge girder 2 is provided with a shock absorber 7 that is linked to the retaining chain 3. That is, while the shock absorber 7 is formed as a link element of the retaining chain 3, the shock absorbing material 8 held by the shock absorber 7 serving as the link element is compressed by a tensile force applied to the retaining chain 3 to obtain a shock absorbing effect. .

図4乃至図7に示すように、上記緩衝装置7の具体例として、緩衝材8を保有する緩衝材ホルダー9を備え、該緩衝材ホルダー9に保有された緩衝材8を受圧座10と加圧座11間に介在し、該加圧座11を上記引留チェーン3にリンク結合し、又は該加圧座11を橋脚1側又は橋桁2側の取り付け用ブラケット12にリンク結合し、該引留チェーン3に加わる引張力を上記加圧座11に与えて上記緩衝材8を上記受圧座10との間で圧縮する構成にする。   As shown in FIGS. 4 to 7, as a specific example of the shock absorber 7, a shock absorber holder 9 that holds a shock absorber 8 is provided, and the shock absorber 8 held in the shock absorber holder 9 is added to the pressure receiving seat 10. It is interposed between the pressure seats 11, the pressure seat 11 is linked to the retaining chain 3, or the pressure seat 11 is linked to the mounting bracket 12 on the pier 1 side or the bridge girder 2 side, and added to the retaining chain 3. A configuration is adopted in which a tensile force is applied to the pressure seat 11 to compress the cushioning material 8 with the pressure receiving seat 10.

上記緩衝装置7は図2に示すように、引留チェーン3の延在長の途中にリンク結合し、引留チェーン3の両端を橋脚1と橋桁2に夫々リンク結合する。   As shown in FIG. 2, the shock absorber 7 is link-coupled in the middle of the extending length of the retaining chain 3, and both ends of the retaining chain 3 are linked to the bridge pier 1 and the bridge girder 2, respectively.

又は図3に示すように、引留チェーン3の一端又は両端に緩衝装置7をリンク結合し、引留チェーン3の一端に緩衝装置7をリンク結合した場合には、引留チェーン3の他端を橋脚1(又は橋桁2)にリンク結合すると共に、緩衝装置7を橋桁2(又は橋脚1)にリンク結合する。   Alternatively, as shown in FIG. 3, when the buffer device 7 is linked to one end or both ends of the retaining chain 3 and the buffer device 7 is linked to one end of the retaining chain 3, the other end of the retaining chain 3 is connected to the pier 1. (Or the bridge girder 2) and the shock absorber 7 are linked to the bridge girder 2 (or pier 1).

上記緩衝材ホルダー9の具体例として図4A,Bに示す既知のスイベル9Aを利用する。該スイベル9Aはリング座13と該リング座13の直径線の両端から立ち上げられたU形のリンク14とを有し、上記リング座13に支持した受圧座10と上記U形のリンク14内に移動可に配した加圧座11間に上記緩衝材8を介在し、加圧座11を引留チェーン3又は橋脚1側の取り付け用ブラケット12又は橋桁2側の取り付け用ブラケット12とのリンク結合を図る。   As a specific example of the cushioning material holder 9, a known swivel 9A shown in FIGS. 4A and 4B is used. The swivel 9A has a ring seat 13 and U-shaped links 14 raised from both ends of the diameter line of the ring seat 13, and the pressure receiving seat 10 supported on the ring seat 13 and the U-shaped link 14 The cushioning material 8 is interposed between the pressure seats 11 that are movably disposed in the frame, and the pressure seat 11 is linked to the retaining chain 3 or the mounting bracket 12 on the pier 1 side or the mounting bracket 12 on the bridge girder 2 side. .

上記加圧座11のリンク結合の具体例として、連結棒15の一端にリンク(環)16を一体に設けたリンク継手を用い、上記連結棒15をリング座13と受圧座10に遊貫挿して上記加圧座11に一体に結合する。例えば連結棒15の端部を加圧座11に貫挿し、該加圧座11からの突出端にナット17を螺合し締結する。又上記リンク継手のリンク16を既知のシャックル18を介して又は介さずして上記引留チェーン3又は橋脚1側の取り付け用ブラケット12又は橋桁2側の取り付け用ブラケット12にリンク結合する。   As a specific example of the link coupling of the pressure seat 11, a link joint in which a link (ring) 16 is integrally provided at one end of the coupling rod 15 is used, and the coupling rod 15 is loosely inserted into the ring seat 13 and the pressure receiving seat 10. The pressure seat 11 is integrally coupled. For example, the end of the connecting rod 15 is inserted into the pressure seat 11, and a nut 17 is screwed to the projecting end from the pressure seat 11 and fastened. Further, the link 16 of the link joint is linked to the retaining chain 3 or the mounting bracket 12 on the pier 1 side or the mounting bracket 12 on the bridge girder 2 side through or without a known shackle 18.

上記緩衝装置7を図2に示す如く引留チェーン3の中間に介装する場合には、上記リンク継手のリンク16を上記介装によって隔てられた一方又は他方の引留チェーン部にシャックル18を介して又は介さずしてリンク結合し加圧座11とリンク結合すると共に、上記スイベル9AのU形のリンク14をシャックル18を介して又は介さずして他方又は一方の引留チェーン部にリンク結合する。   When the shock absorber 7 is interposed in the middle of the retaining chain 3 as shown in FIG. 2, the link 16 of the link joint is connected to one or the other retaining chain portion separated by the intervention via a shackle 18. Alternatively, the link is coupled without being interposed, and is linked with the pressure seat 11, and the U-shaped link 14 of the swivel 9A is linked to the other or one of the retaining chain portions via or without the shackle 18.

又上記緩衝装置7を図3に示す如く引留チェーン3の端部にリンク結合する場合には、上記リンク継手のリンク16を引留チェーン3にリンク結合し加圧座11とリンク結合すると共に、U形のリンク14を橋脚1又は橋桁2に取り付けた取り付け用ブラケット12にリンク結合する。   When the shock absorber 7 is linked to the end of the retaining chain 3 as shown in FIG. 3, the link 16 of the link joint is linked to the retaining chain 3 and linked to the pressure seat 11, and the U-shape. The link 14 is linked to the mounting bracket 12 attached to the pier 1 or the bridge girder 2.

又は上記リンク継手のリンク16を橋脚1側又は橋桁2側の取り付け用ブラケット12にリンク結合し加圧座11とリンク結合すると共に、U形のリンク14を引留チェーン3にリンク結合する。   Alternatively, the link 16 of the link joint is linked to the mounting bracket 12 on the pier 1 side or the bridge girder 2 side and linked to the pressure seat 11, and the U-shaped link 14 is linked to the draw chain 3.

上記緩衝材ホルダー9の他の具体例として図5に示すように、一対の端板19と該両端板19間に設けられた少なくとも一対の側板20から成る箱形のケース9Bにより構成し、該箱形ケース9Bの端板19により形成した受圧座10又は該端板19上に支持した受圧座10と上記側板20間に移動可に配した加圧座11との間に上記緩衝材8を介在し、加圧座11を引留チェーン3又は橋脚1側の取り付け用ブラケット12又は橋桁2側の取り付け用ブラケット12とのリンク結合を図る。   As another specific example of the cushioning material holder 9, as shown in FIG. 5, it is constituted by a box-shaped case 9B comprising a pair of end plates 19 and at least a pair of side plates 20 provided between the both end plates 19, The cushioning material 8 is interposed between the pressure receiving seat 10 formed by the end plate 19 of the box-shaped case 9B or the pressure receiving seat 10 supported on the end plate 19 and the pressure seat 11 movably disposed between the side plates 20. Then, the pressure seat 11 is linked to the retaining chain 3 or the mounting bracket 12 on the pier 1 side or the mounting bracket 12 on the bridge girder 2 side.

上記加圧座11のリンク結合の具体例として、前記と同様、連結棒15の一端にリンク(環)16を一体に設けたリンク継手を用い、上記連結棒15を箱形ケース9Bの端板19と受圧座10に遊貫挿して上記加圧座11に一体に結合する。例えば連結棒15の端部を加圧座11に貫挿し、該加圧座11からの突出端にナット17を螺合し締結する。又上記リンク継手のリンク16を既知のシャックル18を介して又は介さずして上記引留チェーン3又は橋脚1側の取り付け用ブラケット12又は橋桁2側の取り付け用ブラケット12にリンク結合する。   As a specific example of the link coupling of the pressure seat 11, a link joint in which a link (ring) 16 is integrally provided at one end of the connecting rod 15 is used as described above, and the connecting rod 15 is connected to the end plate 19 of the box-shaped case 9B. The pressure receiving seat 10 is loosely inserted and integrally joined to the pressure seat 11. For example, the end of the connecting rod 15 is inserted into the pressure seat 11, and a nut 17 is screwed to the projecting end from the pressure seat 11 and fastened. Further, the link 16 of the link joint is linked to the retaining chain 3 or the mounting bracket 12 on the pier 1 side or the mounting bracket 12 on the bridge girder 2 side through or without a known shackle 18.

上記緩衝装置7を図2に示す如く引留チェーン3の中間に介装する場合には、上記リンク継手のリンク16を上記介装によって隔てられた一方又は他方の引留チェーン部にシャックル18を介して又は介さずしてリンク結合し加圧座11とリンク結合すると共に、上記箱形ケース9Bの他方の端板19に取り付けたリンク14をシャックル18を介して又は介さずして他方又は一方の引留チェーン部にリンク結合する。   When the shock absorber 7 is interposed in the middle of the retaining chain 3 as shown in FIG. 2, the link 16 of the link joint is connected to one or the other retaining chain portion separated by the intervention via a shackle 18. Alternatively, the link 14 is linked without being interposed, and is linked with the pressure seat 11, and the link 14 attached to the other end plate 19 of the box-shaped case 9B is connected to the other or one of the retaining chains via the shackle 18 or not. Link to the part.

又上記緩衝装置7を図3に示す如く引留チェーン3の端部にリンク結合する場合には、上記リンク継手のリンク16を引留チェーン3にリンク結合して加圧座11とリンク結合すると共に、リンク14を橋脚1又は橋桁2に取り付けた取り付け用ブラケット12にリンク結合する。   When the shock absorber 7 is linked to the end of the retaining chain 3 as shown in FIG. 3, the link 16 of the link joint is linked to the retaining chain 3 to be linked to the pressure seat 11, and the link. 14 is linked to the mounting bracket 12 attached to the pier 1 or the bridge girder 2.

又は上記リンク継手のリンク16を橋脚1側又は橋桁2側の取り付け用ブラケット12にリンク結合し加圧座11とリンク結合すると共に、リンク14を引留チェーン3にリンク結合する。   Alternatively, the link 16 of the link joint is linked to the mounting bracket 12 on the pier 1 side or the bridge girder 2 side to be linked to the pressure seat 11 and the link 14 is linked to the draw chain 3.

上記緩衝材ホルダー9の他の具体例として図6に示すように、同ホルダー9を筒形ケース9Cにより構成し、該筒形ケース9Cの端板19により形成した受圧座10又は該端板19上に支持した受圧座10と筒体22内に移動可に配した加圧座11との間に上記緩衝材8を介在し、加圧座11を引留チェーン3又は橋脚1側の取り付け用ブラケット12又は橋桁2側の取り付け用ブラケット12とのリンク結合を図る。   As another specific example of the buffer material holder 9, as shown in FIG. 6, the holder 9 is constituted by a cylindrical case 9C, and the pressure receiving seat 10 or the end plate 19 formed by the end plate 19 of the cylindrical case 9C. The cushioning material 8 is interposed between the pressure receiving seat 10 supported above and the pressure seat 11 movably arranged in the cylindrical body 22, and the pressure seat 11 is attached to the retaining chain 3 or the mounting bracket 12 on the pier 1 side. A link connection with the mounting bracket 12 on the bridge girder 2 side is attempted.

上記加圧座11のリンク結合の具体例として、前記と同様、連結棒15の一端にリンク(環)16を一体に設けたリンク継手を用い、上記連結棒15を筒形ケース9Cの一方の端板19と受圧座10に遊貫挿して上記加圧座11に一体に結合する。例えば連結棒15の端部を加圧座11に貫挿し、該加圧座11からの突出端にナット17を螺合し締結する。又上記リンク継手のリンク16を既知のシャックル18を介して又は介さずして上記引留チェーン3又は橋脚1側の取り付け用ブラケット12又は橋桁2側の取り付け用ブラケット12にリンク結合する。   As a specific example of the link connection of the pressure seat 11, a link joint in which a link (ring) 16 is integrally provided at one end of the connecting rod 15 is used as described above, and the connecting rod 15 is connected to one end of the cylindrical case 9C. The plate 19 and the pressure receiving seat 10 are loosely inserted and integrally joined to the pressure seat 11. For example, the end of the connecting rod 15 is inserted into the pressure seat 11, and a nut 17 is screwed to the projecting end from the pressure seat 11 and fastened. Further, the link 16 of the link joint is linked to the retaining chain 3 or the mounting bracket 12 on the pier 1 side or the mounting bracket 12 on the bridge girder 2 side through or without a known shackle 18.

上記緩衝装置7を図2に示す如く引留チェーン3の中間に介装する場合には、上記リンク継手のリンク16を上記介装によって隔てられた一方又は他方の引留チェーン部にシャックル18を介して又は介さずしてリンク結合し加圧座11とリンク結合すると共に、上記筒形ケース9Cの他方の端板19に取り付けたリンク14をシャックル18を介して又は介さずして他方又は一方の引留チェーン部にリンク結合する。   When the shock absorber 7 is interposed in the middle of the retaining chain 3 as shown in FIG. 2, the link 16 of the link joint is connected to one or the other retaining chain portion separated by the intervention via a shackle 18. Alternatively, the link 14 is linked without being interposed, and is linked with the pressure seat 11, and the link 14 attached to the other end plate 19 of the cylindrical case 9 </ b> C is connected to the other or one retaining chain via the shackle 18 or not. Link to the part.

又上記緩衝装置7を図3に示す如く引留チェーン3の端部にリンク結合する場合には、上記リンク継手のリンク16を引留チェーン3にリンク結合して加圧座11とリンク結合すると共に、リンク14を橋脚1又は橋桁2に取り付けた取り付け用ブラケット12にリンク結合する。   When the shock absorber 7 is linked to the end of the retaining chain 3 as shown in FIG. 3, the link 16 of the link joint is linked to the retaining chain 3 to be linked to the pressure seat 11, and the link. 14 is linked to the mounting bracket 12 attached to the pier 1 or the bridge girder 2.

又は上記リンク継手のリンク16を橋脚1側又は橋桁2側の取り付け用ブラケット12にリンク結合し加圧座11とリンク結合すると共に、リンク14を引留チェーン3にリンク結合する。   Alternatively, the link 16 of the link joint is linked to the mounting bracket 12 on the pier 1 side or the bridge girder 2 side to be linked to the pressure seat 11 and the link 14 is linked to the draw chain 3.

上記筒形ケース9Cの具体例として図6に示すように、一端を底板(端板19)で閉鎖された筒体22を用い、該筒体22の他端の開放口を蓋体(端板19)で閉鎖し、該蓋体を筒体22に対し螺締め構造により開閉可に取り付ける。該螺締め構造の具体例として、蓋体に設けた雄ねじ部を筒体22の開口端に設けた雌ねじ部に螺合するか、又は図示のように筒体22の側面に複数の雌ねじ筒21を設け、他方蓋体の該雌ねじ筒21と対応する位置に取り付け孔23を設け、該取り付け孔23に雄ねじ24を貫挿しつつ、雌ねじ筒21内に螺挿し締結を図る。   As a specific example of the cylindrical case 9C, as shown in FIG. 6, a cylindrical body 22 whose one end is closed by a bottom plate (end plate 19) is used, and an opening at the other end of the cylindrical body 22 is a lid (end plate). 19), and the lid is attached to the cylinder 22 so as to be openable and closable by a screwing structure. As a specific example of the screwing structure, a male screw portion provided on the lid body is screwed into a female screw portion provided on the opening end of the cylindrical body 22, or a plurality of female screw cylinders 21 are provided on the side surface of the cylindrical body 22 as illustrated. The mounting hole 23 is provided at a position corresponding to the female screw cylinder 21 of the other lid, and the male screw 24 is inserted into the mounting hole 23 while being screwed into the female screw cylinder 21 for fastening.

図に示すように、上記各例示における緩衝材8は緩衝板25を積層した構造、又は積層しない単ブロック構造から成る。   As shown in the drawing, the buffer material 8 in each of the above examples has a structure in which the buffer plates 25 are stacked or a single block structure in which the buffer plates 25 are not stacked.

上記緩衝材8を積層構造にする場合、加圧座11又は受圧座10に面する積層端の緩衝板を圧縮力に対し剛弾性を有する緩衝板25aにて形成し、該両剛弾性緩衝板25a間に圧縮力に対し柔弾性を有する緩衝板25bを介在した積層構造にする。各緩衝板8間は接着するか、単に重ね接触状態にする。   When the buffer material 8 has a laminated structure, the buffer plate at the stacking end facing the pressure seat 11 or the pressure receiving seat 10 is formed by a buffer plate 25a having a rigid elasticity against a compressive force, and both the rigid elastic buffer plates 25a are formed. A laminated structure in which a buffer plate 25b having flexibility against compressive force is interposed therebetween. The buffer plates 8 are bonded to each other or simply brought into a contact state.

上記緩衝材8、即ち緩衝板25又は緩衝材ブロックは単母材から成る合成ゴム、天然ゴム、合成樹脂等を使用する。   The cushioning material 8, that is, the cushioning plate 25 or the cushioning material block, uses synthetic rubber, natural rubber, synthetic resin or the like made of a single base material.

図7は本発明の具体例として、既述したスイベル9A又は箱形ケース9B又は筒形ケース9Cを用いた一対の緩衝装置7を受圧座10側で対面するように対設し、両緩衝装置7の加圧座11間を軸26にて連結すると共に、両緩衝装置7のリンク14を引留チェーン3又は橋脚1側又は橋桁2側の取り付け用ブラケット12にリンク結合する。   FIG. 7 shows, as a specific example of the present invention, a pair of shock absorbers 7 using the swivel 9A, the box-shaped case 9B or the cylindrical case 9C described above, facing each other on the pressure receiving seat 10 side. 7 are connected by a shaft 26, and the links 14 of both shock absorbers 7 are linked to the retaining chain 3 or the mounting bracket 12 on the pier 1 side or the bridge girder 2 side.

実施に応じ、上記一方の受圧座10と他方の受圧座10間にはスペーサー27を介在する。   Depending on the implementation, a spacer 27 is interposed between the one pressure receiving seat 10 and the other pressure receiving seat 10.

この例示においても、何れか一方の緩衝装置7の加圧座11を他方の緩衝装置7を介して引留チェーン3又は橋脚1側の取り付け用ブラケット12又は橋桁2側の取り付け用ブラケット12にリンク結合している。   Also in this example, the pressure seat 11 of any one of the shock absorbers 7 is linked to the retaining chain 3 or the mounting bracket 12 on the pier 1 side or the mounting bracket 12 on the bridge girder 2 side via the other shock absorber 7. ing.

本発明によれば、引留チェーン3のリンク結合構造を活かしながら、先行例における緩衝材がチェーンから剥離する問題を解消でき、又緩衝ストロークを増大し、緩衝効果を向上できる。   According to the present invention, while utilizing the link coupling structure of the draw chain 3, it is possible to solve the problem that the buffer material in the preceding example peels off from the chain, increase the buffer stroke, and improve the buffer effect.

A,Bは従来の落橋防止装置を示す側面図。A and B are side views showing a conventional fallen bridge prevention device. 本発明の落橋防止装置に係る緩衝装置を引留チェーンの途中にリンク結合した場合を概示する側面図。The side view which outlines the case where the buffer device which concerns on the fallen bridge prevention apparatus of this invention is link-coupled in the middle of a detention chain. 本発明の落橋防止装置に係る緩衝装置を引留チェーンの端部にリンク結合した場合を概示する側面図。The side view which outlines the case where the buffering device which concerns on the falling bridge prevention apparatus of this invention is link-coupled to the edge part of a detention chain. Aは上記図2,図3における緩衝装置の緩衝材ホルダーとしてスイベルを用いた例を示す断面図、Bは該スイベルの平面図。2A is a cross-sectional view showing an example in which a swivel is used as a cushioning material holder of the cushioning device in FIGS. 2 and 3, and B is a plan view of the swivel. FIG. 上記図2,図3における緩衝装置の緩衝材ホルダーとして箱形ケースを用いた例を示す断面図。Sectional drawing which shows the example which used the box-shaped case as the buffer material holder of the buffering device in the said FIG. 2, FIG. 上記図2,図3における緩衝装置の緩衝材ホルダーとして筒形ケースを用いた例を示す斜視図。The perspective view which shows the example which used the cylindrical case as a buffer material holder of the buffering device in the said FIG. 2, FIG. 上記各例示の緩衝装置を対にして用いた場合の断面図。Sectional drawing at the time of using the said each example buffer device as a pair.

符号の説明Explanation of symbols

1…橋脚、2…橋桁、3…引留チェーン、5…リンク、7…緩衝装置、8…緩衝材、9…緩衝材ホルダー、9A…スイベル、9B…箱形ケース、9C…筒形ケース、10…受圧座、11…加圧座、12…取り付け用ブラケット、13…リング座、14…リンク、15…連結棒、16…リンク、17…ナット、18…シャックル、19…端板、20…側板、21…雌ねじ筒、22…筒体、23…取り付け孔、24…雄ねじ、25…緩衝板、25a…剛弾性緩衝板、25b…柔弾性緩衝板、26…軸、27…スペーサー。   DESCRIPTION OF SYMBOLS 1 ... Bridge pier, 2 ... Bridge girder, 3 ... Detention chain, 5 ... Link, 7 ... Shock absorber, 8 ... Buffer material, 9 ... Buffer material holder, 9A ... Swivel, 9B ... Box-shaped case, 9C ... Cylindrical case, 10 DESCRIPTION OF SYMBOLS ... Pressure receiving seat, 11 ... Pressure seat, 12 ... Mounting bracket, 13 ... Ring seat, 14 ... Link, 15 ... Connecting rod, 16 ... Link, 17 ... Nut, 18 ... Shackle, 19 ... End plate, 20 ... Side plate, DESCRIPTION OF SYMBOLS 21 ... Female screw cylinder, 22 ... Cylindrical body, 23 ... Mounting hole, 24 ... Male screw, 25 ... Buffer plate, 25a ... Rigid elastic buffer plate, 25b ... Soft elastic buffer plate, 26 ... Shaft, 27 ... Spacer

Claims (4)

橋脚と該橋脚上に支持された橋桁端間を引留チェーンで連結した落橋防止装置において、上記引留チェーンとリンク結合する緩衝装置を備え、該緩衝装置は緩衝材を保有する緩衝材ホルダーを備え、該緩衝材ホルダーに保有された緩衝材を受圧座と加圧座間に介在し、該加圧座を上記引留チェーンにリンク結合し、該引留チェーンに加わる引張力を上記加圧座に与えて上記緩衝材を上記受圧座との間で圧縮する一方、上記緩衝材ホルダーがリング座と該リング座の直径線の両端から立ち上げられたU形リンクとから成るスイベルにより構成され、上記リング座に支持した受圧座と上記U形リンク内に移動可に配した加圧座間に上記緩衝材を介在したことを特徴とする落橋防止装置。 A falling bridge prevention device in which a bridge pier and a bridge girder end supported on the pier are connected by a draw chain, the shock absorber includes a shock absorber linked to the draw chain, and the shock absorber includes a shock absorber holder that holds the shock absorber. The buffer material held in the buffer material holder is interposed between the pressure receiving seat and the pressure seat, the pressure seat is linked to the retaining chain, and a tensile force applied to the retaining chain is applied to the pressure seat to provide the cushioning material. Is compressed between the pressure receiving seat and the cushioning material holder is constituted by a swivel comprising a ring seat and U-shaped links raised from both ends of the diameter line of the ring seat, and is supported by the ring seat. A fallen bridge prevention device characterized in that the cushioning material is interposed between a pressure receiving seat and a pressure seat movably disposed in the U-shaped link . 橋脚と該橋脚上に支持された橋桁端間を引留チェーンで連結した落橋防止装置において、上記引留チェーンとリンク結合する緩衝装置を備え、該緩衝装置は緩衝材を保有する緩衝材ホルダーを備え、該緩衝材ホルダーに保有された緩衝材を受圧座と加圧座間に介在し、該加圧座を上記引留チェーンにリンク結合し、該引留チェーンに加わる引張力を上記加圧座に与えて上記緩衝材を上記受圧座との間で圧縮する一方、上記緩衝材ホルダーが一対の端板と該両端板間に設けられた少なくとも一対の側板から成るケースにより構成され、該ケースの端板により形成した受圧座又は該端板上に支持した受圧座と上記側板間に移動可に配した加圧座との間に上記緩衝材を介在したことを特徴とする落橋防止装置。In a falling bridge prevention device in which a bridge pier and a bridge girder end supported on the pier are connected by a retaining chain, the suspension device includes a shock absorber linked to the retaining chain, and the shock absorber includes a shock absorber holder that holds the shock absorber. The buffer material held in the buffer material holder is interposed between the pressure receiving seat and the pressure seat, the pressure seat is linked to the retaining chain, and a tensile force applied to the retaining chain is applied to the pressure seat to provide the cushioning material. Is compressed between the pressure receiving seat, and the cushioning material holder is constituted by a case including a pair of end plates and at least a pair of side plates provided between the both end plates, and the pressure receiving formed by the end plates of the case A falling bridge prevention device, wherein the cushioning material is interposed between a pressure receiving seat supported on the seat or the end plate and a pressure seat movably disposed between the side plates. 橋脚と該橋脚上に支持された橋桁端間を引留チェーンで連結した落橋防止装置において、上記引留チェーンとリンク結合する緩衝装置を備え、該緩衝装置は緩衝材を保有する緩衝材ホルダーを備え、該緩衝材ホルダーに保有された緩衝材を受圧座と加圧座間に介在し、該加圧座を橋脚側又は橋桁側の取り付け用ブラケットにリンク結合し、該引留チェーンに加わる引張力を上記加圧座に与えて上記緩衝材を上記受圧座との間で圧縮する一方、上記緩衝材ホルダーがリング座と該リング座の直径線の両端から立ち上げられたU形リンクとから成るスイベルにより構成され、上記リング座に支持した受圧座と上記U形リンク内に移動可に配した加圧座間に上記緩衝材を介在したことを特徴とする落橋防止装置。 A falling bridge prevention device in which a bridge pier and a bridge girder end supported on the pier are connected by a draw chain, the shock absorber includes a shock absorber linked to the draw chain, and the shock absorber includes a shock absorber holder that holds the shock absorber. The cushioning material held in the cushioning material holder is interposed between the pressure receiving seat and the pressure seat, the pressure seat is linked to a mounting bracket on the pier side or the bridge girder side, and the tensile force applied to the detention chain is applied to the pressure seat. The cushioning material is compressed between the pressure receiving seat and the cushioning material holder is constituted by a swivel comprising a ring seat and U-shaped links raised from both ends of the diameter line of the ring seat, A falling bridge prevention device characterized in that the cushioning material is interposed between a pressure receiving seat supported by the ring seat and a pressure seat movably disposed in the U-shaped link . 橋脚と該橋脚上に支持された橋桁端間を引留チェーンで連結した落橋防止装置において、上記引留チェーンとリンク結合する緩衝装置を備え、該緩衝装置は緩衝材を保有する緩衝材ホルダーを備え、該緩衝材ホルダーに保有された緩衝材を受圧座と加圧座間に介在し、該加圧座を橋脚側又は橋桁側の取り付け用ブラケットにリンク結合し、該引留チェーンに加わる引張力を上記加圧座に与えて上記緩衝材を上記受圧座との間で圧縮する一方、上記緩衝材ホルダーが一対の端板と該両端板間に設けられた少なくとも一対の側板から成るケースにより構成され、該ケースの端板により形成した受圧座又は該端板上に支持した受圧座と上記側板間に移動可に配した加圧座との間に上記緩衝材を介在したことを特徴とする落橋防止装置。In a falling bridge prevention device in which a bridge pier and a bridge girder end supported on the pier are connected by a retaining chain, the suspension device includes a shock absorber linked to the retaining chain, and the shock absorber includes a shock absorber holder that holds the shock absorber. The cushioning material held in the cushioning material holder is interposed between the pressure receiving seat and the pressure seat, the pressure seat is linked to a mounting bracket on the pier side or the bridge girder side, and the tensile force applied to the detention chain is applied to the pressure seat. And compressing the cushioning material between the pressure receiving seat and the cushioning material holder is constituted by a case comprising a pair of end plates and at least a pair of side plates provided between the two end plates. A falling bridge prevention device characterized in that the buffer material is interposed between a pressure receiving seat formed by an end plate or a pressure receiving seat supported on the end plate and a pressure seat movably disposed between the side plates.
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JP6298668B2 (en) * 2014-03-18 2018-03-20 ショーボンド建設株式会社 Bridge girder fall prevention device
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