JPH053315U - Shock absorber for bridge - Google Patents
Shock absorber for bridgeInfo
- Publication number
- JPH053315U JPH053315U JP5995591U JP5995591U JPH053315U JP H053315 U JPH053315 U JP H053315U JP 5995591 U JP5995591 U JP 5995591U JP 5995591 U JP5995591 U JP 5995591U JP H053315 U JPH053315 U JP H053315U
- Authority
- JP
- Japan
- Prior art keywords
- shock absorber
- bridge
- piston
- cylinder
- receiving surface
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
(57)【要約】
【目的】 橋梁の支承と併用する密閉シリンダー型式の
緩衝装置を構造が簡単でメンテナンスを必要としない補
修工事向けの緩衝装置を提供することを図る。
【構成】 図1に示す様に橋梁に用いる密閉シリンダー
型式の緩衝装置1のシリンダー2内にダイラタンシー特
性を有するシリコン樹脂系パテ6を封入するとともにピ
ストン3の受圧面に軟質のパッキン材5を取付け、また
ピストンにオリフイス4を設けることにより、緩衝装置
を小型化でき、小型の橋梁や既設の橋梁の補修工事に好
適な緩衝装置となる。
(57) [Abstract] [Purpose] To provide a shock absorber for repair work which has a simple structure and does not require maintenance of the closed cylinder type shock absorber used together with bridge support. [Structure] As shown in FIG. 1, a silicone resin putty 6 having a dilatancy characteristic is enclosed in a cylinder 2 of a closed cylinder type shock absorber 1 used for a bridge, and a soft packing material 5 is attached to a pressure receiving surface of a piston 3. Further, by providing the orifice 4 on the piston, the shock absorber can be downsized, and the shock absorber is suitable for repair work of a small bridge or an existing bridge.
Description
【0001】[0001]
この考案は橋梁用緩衝装置のうち、特に密閉シリンダー型式の緩衝装置の改良 に関するものである。 This invention is an improvement of the shock absorber for bridge, especially the closed cylinder type shock absorber. It is about.
【0002】[0002]
多径間連続橋梁は地震時に発生する橋軸方向水平力を各々の橋脚へ分散させる ことが望ましい。 Multi-span continuous bridge disperses horizontal force in the axial direction generated during earthquake to each pier. Is desirable.
【0003】 そのため1つの手段として支承とダンパーを併用する方法が知られている。こ の方法は温度変化によるゆっくとりした桁の可動は逃がし、地震時の急激な可動 に対してはダンパーで抵抗しようとする考え方で、粘性体の粘着力による抵抗を 利用したものや、オイルシリンダーのオリフィスによる流動抵抗によるもの等が 公知である。[0003] Therefore, a method of using a bearing and a damper together is known as one means. This The method is to allow the loose girder movement due to temperature changes to escape, and to move suddenly during an earthquake. In order to resist with a damper, the resistance due to the adhesive force of the viscous body The ones that are used and those that are caused by the flow resistance due to the orifice of the oil cylinder It is known.
【0004】[0004]
上記のうち、粘性体の粘着力によるダンパは函体が大きくなり新設の大型橋梁 等には適しているが、小型の橋梁や既設の橋梁の補修工事には不向きである。 Among the above, the damper due to the adhesive force of the viscous body has a large box body and a new large bridge However, it is not suitable for repair work on small bridges and existing bridges.
【0005】 またオイルダンパーも既に実用化され数ケ所の橋梁に共用されているが、構造 が精密を要し、高価であるほかオイルの点検等のメンテナンスを必要とし、あま り普及されていない。[0005] In addition, the oil damper has already been put into practical use and is commonly used in several bridges, but the structure Requires precision, is expensive, and requires maintenance such as oil inspection. Is not widely used.
【0006】 さらにオイルの替わりに高粘性を用いる構造は公知のとおりフリーメンテナン ス上好ましいが、温度の変化による粘度の影響や桁の載荷の撓みによる微動を吸 収できない等の問題があり実用化されてないのが現状である。[0006] Furthermore, as is well known, the structure that uses high viscosity instead of oil is free maintenance. However, it is preferable that it absorbs the influence of viscosity due to temperature changes and the slight movement due to the flexure of girder loading. The current situation is that it has not been put into practical use due to problems such as the inability to collect it.
【0007】[0007]
【課題を解決するための手段】 この考案は上述の課題を解決するために、橋梁に用いる密閉型シリンダ型式の 緩衝装置において、シリンダ内にダイラタンシー特性を有するシリコン樹脂系の パテを封入するとともにピストンの受圧面に軟質のパッキン材を取付けさらにピ ストンにオリフイスを設けた構造としたことである。[Means for Solving the Problems] In order to solve the above-mentioned problems, the present invention is of a closed cylinder type used for bridges. In the shock absorber, a silicon resin type with dilatancy characteristics in the cylinder Enclose the putty and attach a soft packing material to the pressure receiving surface of the piston. It is a structure with an orifice on the stone.
【0008】[0008]
密閉シリンダ内にダイラタンシー特性を有するシリコン樹脂系のパテを封入し たので、シリンダー内のシリコンパテは桁の温度変化による伸縮時のピストンの ゆっくりした可動に対してはピストンとシリンダーとの隙間及びオリフイスを通 して流動するが、地震時の桁の急激な可動に対しては弾性体のように抵抗し、ピ ストンを固定する。車両の通行等の桁の撓みによる、ピストンの小さな動きは、 ピストン受圧面の軟質のパッキンが吸収せしめる。 A silicone resin putty with dilatancy characteristics is enclosed in a closed cylinder. Therefore, the silicon putty in the cylinder is For slow movement, pass through the gap between the piston and the cylinder and the orifice. However, it resists the sudden movement of the girder during an earthquake like an elastic body, Fix Ston. The small movement of the piston due to the bending of the girder such as the passage of vehicles, The soft packing on the piston pressure receiving surface absorbs it.
【0009】 その際ピストンの受圧面に取付けた軟質のパッキンは圧縮されるので、この圧 縮量だけは可動を許容することとなる。[0009] At this time, the soft packing attached to the pressure receiving surface of the piston is compressed, so this pressure Only the reduction amount allows the movement.
【0010】[0010]
この考案の橋梁用緩衝装置の一実施例を図に基づき説明する。図1において、 1は緩衝装置で、シリンダ2内のピストン3にオリフイス4を設ける。またピス トン3の受圧面には軟質のパッキン材5を設けるとともに前記シリンダ2内にダ イラタンシー特性、すなわち、小さな力が徐々に加えられる場合には、普通の液 体とほとんど同様の流動性を持ちながら高い弾性特性を有し、一方急激な力が加 わった場合はほとんど固体のような剛体的挙動を示す特性を有するシリコン樹脂 系のパテ6を充填する。 An embodiment of the bridge shock absorber of the present invention will be described with reference to the drawings. In FIG. A shock absorber 1 is provided with an orifice 4 on a piston 3 in a cylinder 2. Again piss A soft packing material 5 is provided on the pressure receiving surface of the tongue 3 and the tongue 3 has a duck inside the cylinder 2. If the ilantancy characteristic, that is, when a small force is gradually applied, normal liquid It has almost the same fluidity as the body, but also has high elastic properties, while applying sudden force. A silicone resin that has a behavior that is almost solid when it is crossed. Fill the putty 6 of the system.
【0011】 ピストンロッド7の一端部7aを支持する連結金具8には前記シリコン系パテ 6を注入する注入口9および注入口栓9aを設け、一方ピストンロッド7の他端 部7bを支持する連結金具10の端部10aとシリンダ2の基端部2a間にジャ バラ11を設け、シリンダ2のダストシールパッキン12とによって塵埃の侵入 を防止する。[0011] The silicon-based putty is used for the connecting fitting 8 that supports one end 7a of the piston rod 7. 6 is provided with an inlet 9 and an inlet plug 9a, while the other end of the piston rod 7 is provided. Between the end 10a of the connecting metal fitting 10 supporting the portion 7b and the base end 2a of the cylinder 2, a jar is provided. The loose 11 is provided, and dust is invaded by the dust seal packing 12 of the cylinder 2. Prevent.
【0012】 なお図中13はベアリング、14はパッキンである。[0012] In the figure, 13 is a bearing and 14 is a packing.
【0014】 次にこの様に構成した橋梁用緩衝装置1を既設の橋梁の補修工事に用いる例に ついて説明する。 図2の様に橋脚15に固定支承16および可動支承17を設け、それら支承に よって橋桁18、19を支持するとともに橋桁18、19の間隙に伸縮継手20 を設けた橋梁に於いて、伸縮継手20が不具合の場合に図3の様に固定支承16 を可動支承17に交換し、また伸縮継手は除去して桁の間隙は閉合し、橋梁用緩 衝装置を取付けることによって固定支承16によって支持されていた水平力は緩 衝装置1が代行する。[0014] Next, an example of using the thus constructed bridge shock absorber 1 for repair work of an existing bridge explain about. As shown in Fig. 2, a fixed bearing 16 and a movable bearing 17 are provided on the pier 15, and these bearings are used. Therefore, while supporting the bridge girders 18 and 19, the expansion joint 20 is provided in the gap between the bridge girders 18 and 19. In the bridge provided with, when the expansion joint 20 fails, the fixed bearing 16 Was replaced with a movable bearing 17, the expansion joint was removed, and the girder gap was closed. The horizontal force supported by the fixed bearing 16 is reduced by installing the impact device. The impulse device 1 acts as a substitute.
【0015】 また図4はゴム支承21のみで支承された橋桁22の揚力を押さえるために緩 衝装置1を設けた例を示すものである。[0015] In addition, FIG. 4 shows that the rubber girders 21 are loosely supported to suppress the lift of the bridge girders 22. It shows an example in which the impact device 1 is provided.
【0016】 図5はゴム支承21により橋脚の水平力の分散を計った構造に補助的に緩衝装 置1を取付けた例を示すものである。[0016] Fig. 5 shows the structure in which the horizontal force of the bridge pier is dispersed by the rubber bearing 21 to assist the cushioning. 1 shows an example in which the device 1 is attached.
【0017】[0017]
この考案の橋梁用緩衝装置は、密閉シリンダー及びピストンはオイルダンパー の如き高精度を必要としないのでオイルダンパーに比べて加工コストが安く、ま たシリコンパテのもれがないのでメンテナンスを必要としない。 シリコンパテは温度による粘度及びダイラタンシー特性の変化は小さく、物性の 経年変化も小さい。従って長期間に亘りダンパーの機能を持続せしめることが出 来る。 The bridge shock absorber of this invention has a closed cylinder and a piston as an oil damper. Since it does not require high precision such as, the processing cost is lower than that of oil dampers. Since there is no leak of silicon putty, no maintenance is required. Silicon putty has little change in viscosity and dilatancy characteristics with temperature, The change over time is small. Therefore, the function of the damper can be maintained for a long time. come.
【0018】 ピストン受圧面のパッキンの撓みにより桁の撓みによる可動微動を吸収せしめ ることが出来る。[0018] By absorbing the flexure of the packing on the piston pressure receiving surface, it is possible to absorb the slight movements caused by the flexure of the girder. Rukoto can.
【0019】 シリンダー内のシリコンパテはピストンのゆっくりした可動に対しては、ピス トンとシリンダーとの隙間及びオリフィスを通して流動するが、地震時の、桁の 急激な可動に対して弾性体のように抵抗し、ピストンを固定する。但し、ピスト ンの受圧面に取付けた軟質のパッキンは圧縮されるので、桁の撓みによる可動に 対してはこの圧縮量だけは可動を許容する。 ダンパーは可動支承と併用するため、桁の撓みによる可動を許容することが桁 に作用する応力を軽減する上で重要である。 構造がシンプルで小容量の製作が有利であり補修工事向けのダンパーの提供が可 能である。[0019] The silicon putty in the cylinder is It flows through the gap between the ton and the cylinder and the orifice, but It resists sudden movement like an elastic body and fixes the piston. However, the fixie Since the soft packing attached to the pressure receiving surface of the engine is compressed, it can be moved by bending the girder. On the other hand, only this compression amount allows the movement. Since the damper is used together with the movable bearing, it is possible to allow movement due to bending of the girder. It is important in reducing the stress that acts on. The structure is simple and it is advantageous to manufacture a small capacity, and it is possible to provide dampers for repair work. Noh.
【図1】この考案の橋梁用緩衝装置の縦断面図である。FIG. 1 is a vertical sectional view of a shock absorber for a bridge according to the present invention.
【図2】固定支承および可動支承で支持された既設の橋
梁を示す図である。FIG. 2 is a view showing an existing bridge supported by a fixed bearing and a movable bearing.
【図3】図2に示す既設の橋梁に、この考案の緩衝装置
を取り付けた状態を示す図である。FIG. 3 is a view showing a state in which the shock absorber of the present invention is attached to the existing bridge shown in FIG.
【図4】この支承によって支持された既設の橋梁に、こ
の考案の緩衝装置を取り付けた状態を示す図である。FIG. 4 is a view showing a state in which the shock absorber of the present invention is attached to an existing bridge supported by this support.
【図5】ゴム支承によって支持された他の既設の橋梁に
この考案の緩衝装置を取り付けた状態を示す図である。FIG. 5 is a view showing a state in which the shock absorber of the present invention is attached to another existing bridge supported by a rubber bearing.
1 橋梁用緩衝装置 2 シリンダー 3 ピストン 4 オリフイス 5 軟質のパッキン材 6 ダイラタンシー特性を有するシリコンパテ 8、10 連結金具 1 Bridge shock absorber 2 cylinders 3 pistons 4 Orihuis 5 Soft packing material 6 Silicon putty with dilatancy characteristics 8, 10 connection fittings
Claims (2)
装置において、シリンダー内にダイラタンシー特性を有
するシリコン系樹脂系のパテを封入するとともにピスト
ンの受圧面に軟質のパッキン材を取付けたことを特徴と
する橋梁用緩衝装置。1. A closed cylinder type shock absorber used for a bridge, characterized in that a silicone-based resin putty having dilatancy characteristics is enclosed in the cylinder, and a soft packing material is attached to the pressure receiving surface of the piston. Shock absorber for bridge.
を特徴とする請求項1記載の橋梁用緩衝装置。2. The shock absorber for a bridge according to claim 1, wherein the piston is provided with an orifice.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5995591U JP2533330Y2 (en) | 1991-07-04 | 1991-07-04 | Bridge shock absorber |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5995591U JP2533330Y2 (en) | 1991-07-04 | 1991-07-04 | Bridge shock absorber |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH053315U true JPH053315U (en) | 1993-01-19 |
JP2533330Y2 JP2533330Y2 (en) | 1997-04-23 |
Family
ID=13128083
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5995591U Expired - Lifetime JP2533330Y2 (en) | 1991-07-04 | 1991-07-04 | Bridge shock absorber |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2533330Y2 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100426584B1 (en) * | 2000-04-24 | 2004-04-08 | 재단법인서울대학교산학협력재단 | Mechanical Seismic Load Transmitting Unit For Multi-Span Continuous Bridges |
KR100476439B1 (en) * | 2002-03-12 | 2005-03-16 | 박대원 | Earth-quake-proof apparatus for a structure |
KR100760212B1 (en) * | 2006-11-20 | 2007-09-20 | 매크로드 주식회사 | A steel damper for horizontal force control of bridge |
KR100965235B1 (en) * | 2007-10-01 | 2010-06-22 | 손기택 | Damper of protection against vibration |
JP2013096115A (en) * | 2011-10-31 | 2013-05-20 | Chiyoda Kogyo Co Ltd | Device for preventing breakage in expansion pipe joint of water pipe bridge |
JP2013104738A (en) * | 2011-11-11 | 2013-05-30 | Mitsubishi Heavy Ind Ltd | Reinforcement structure for spent fuel rack |
JP2013127432A (en) * | 2011-12-19 | 2013-06-27 | Mitsubishi Heavy Ind Ltd | Support structure for spent fuel rack |
-
1991
- 1991-07-04 JP JP5995591U patent/JP2533330Y2/en not_active Expired - Lifetime
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100426584B1 (en) * | 2000-04-24 | 2004-04-08 | 재단법인서울대학교산학협력재단 | Mechanical Seismic Load Transmitting Unit For Multi-Span Continuous Bridges |
KR100476439B1 (en) * | 2002-03-12 | 2005-03-16 | 박대원 | Earth-quake-proof apparatus for a structure |
KR100760212B1 (en) * | 2006-11-20 | 2007-09-20 | 매크로드 주식회사 | A steel damper for horizontal force control of bridge |
KR100965235B1 (en) * | 2007-10-01 | 2010-06-22 | 손기택 | Damper of protection against vibration |
JP2013096115A (en) * | 2011-10-31 | 2013-05-20 | Chiyoda Kogyo Co Ltd | Device for preventing breakage in expansion pipe joint of water pipe bridge |
JP2013104738A (en) * | 2011-11-11 | 2013-05-30 | Mitsubishi Heavy Ind Ltd | Reinforcement structure for spent fuel rack |
JP2013127432A (en) * | 2011-12-19 | 2013-06-27 | Mitsubishi Heavy Ind Ltd | Support structure for spent fuel rack |
Also Published As
Publication number | Publication date |
---|---|
JP2533330Y2 (en) | 1997-04-23 |
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