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JPS5933727B2 - Shock absorbers used in structures - Google Patents
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JPS5933727B2 - Shock absorbers used in structures - Google Patents

Shock absorbers used in structures

Info

Publication number
JPS5933727B2
JPS5933727B2 JP1605779A JP1605779A JPS5933727B2 JP S5933727 B2 JPS5933727 B2 JP S5933727B2 JP 1605779 A JP1605779 A JP 1605779A JP 1605779 A JP1605779 A JP 1605779A JP S5933727 B2 JPS5933727 B2 JP S5933727B2
Authority
JP
Japan
Prior art keywords
casing
rod
shaped body
pressing plates
bridge axis
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
Application number
JP1605779A
Other languages
Japanese (ja)
Other versions
JPS55111507A (en
Inventor
郁夫 下田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Oiles Industry Co Ltd
Original Assignee
Oiles Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Oiles Industry Co Ltd filed Critical Oiles Industry Co Ltd
Priority to JP1605779A priority Critical patent/JPS5933727B2/en
Publication of JPS55111507A publication Critical patent/JPS55111507A/en
Publication of JPS5933727B2 publication Critical patent/JPS5933727B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 本発明は、橋梁、高架などの構造物に作用する従荷重、
いわゆる車輌の制動、始動による荷重ならびに地震力を
緩和し、かつ温度変化、コンクリートの乾燥収縮による
クリープなどの上部構造の変位を吸収する緩衝装置に関
するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention is directed to
The present invention relates to a shock absorbing device that alleviates so-called vehicle braking and starting loads as well as earthquake forces, and absorbs displacement of the superstructure due to temperature changes, creep caused by drying shrinkage of concrete, etc.

従来、この種の緩衝装置としては第1図および第2図に
示すように橋脚などの下部構造Bに固定されるケーシン
グ1に橋桁などの上部構造Gに一端を固定される棒状体
2の他端を一方向に大きい隙間3,3を、かつ直交する
他方向に小さい隙間4.4を形成するように嵌挿せしめ
、かつ棒状体2とケーシング1とで形成された該隙間3
,4には粘性体5を充填せしめ、棒状体2が隙間3,3
のいずれかに移動することによって、粘性体5が隙間4
,4を流動する流動抵抗で緩衝作用を行なわせる構成の
ものが用いられている。
Conventionally, this type of shock absorber includes a casing 1 fixed to a lower structure B such as a bridge pier, a rod-shaped body 2 fixed at one end to an upper structure G such as a bridge girder, etc., as shown in FIGS. 1 and 2. The ends are inserted so as to form a large gap 3, 3 in one direction and a small gap 4.4 in the other orthogonal direction, and the gap 3 is formed by the rod-shaped body 2 and the casing 1.
, 4 are filled with a viscous material 5, and the rod-shaped body 2 fills the gaps 3, 3.
The viscous body 5 closes the gap 4 by moving to either of the gaps 4 and 4.
.

しかし、該構成のものはその取付は方法(あるいは状態
)によって、橋梁に作用する橋軸方向があるいは橋軸直
角方向かの一方向のみの衝撃力にしか緩衝作用が得られ
ない不具合があった。
However, depending on the installation method (or condition) of the structure, there was a problem in that the impact force acting on the bridge could only be buffered in one direction, either in the direction of the bridge axis or in the direction perpendicular to the bridge axis. .

これらの不具合を解決するため種々検討がなされ、たと
えば特公昭52−34137号において、ケーシング内
に一対の平行な側面は該ケーシングの内壁に当接して一
方向のみに緩衝作用をなす内箱を配し、該内箱には棒状
体を該棒状体の一対の平行な側面が前記緩衝作用方向に
位置する該内箱の内壁に当接して、前記方向と直交する
方向に緩衝作用を得るように配する緩衝装置を提供した
Various studies have been made to solve these problems. For example, in Japanese Patent Publication No. 52-34137, an inner box was disposed inside the casing, the pair of parallel sides of which abut against the inner wall of the casing to provide a buffering effect in only one direction. and a rod-like body is mounted in the inner box so that a pair of parallel side surfaces of the rod-like body abut against an inner wall of the inner box located in the direction of the buffering effect to obtain a buffering effect in a direction perpendicular to the direction. provided a shock absorbing device for the

しかしながら、該緩衝装置は橋軸ならびに橋軸直角方向
のいずれにも緩衝作用を得る機能は満足したが、ケーシ
ングと内箱ならびに棒状体と構成部品が多くなり、かつ
構造が複雑となる問題が残されていた。
However, although this shock absorbing device satisfies the function of providing a shock absorbing effect both in the direction of the bridge axis and in the direction perpendicular to the bridge axis, the problem remains that it requires a large number of casings, inner boxes, rod-shaped bodies, and other components, and the structure is complicated. It had been.

すなわち、ケーシングと内箱および該内箱と棒状体との
当接面には緩衝作用を得るための粘性体の流動通路をな
す凹溝を形成せしめなげればならず、また、これらは一
般に板材を用いて溶接、ボルトなどで組み立て製作され
るのが普通であり、このため当接面に設けられる凹溝の
隙間に不揃いが生じないように、かつケーシング内を内
箱が、該内箱内を棒状体がそれぞれ円滑に移動するよう
に寸法精度を向上せしめて製作することは作業が煩雑で
あるなどの問題がある。
That is, the contact surfaces between the casing and the inner box, and between the inner box and the rod-shaped body must be formed with grooves that form flow paths for the viscous material to provide a buffering effect. The inner box is normally assembled using welding, bolts, etc. using There are problems such as the complicated work involved in manufacturing the rods with improved dimensional accuracy so that each rod-shaped body can move smoothly.

本発明は、このような問題点を解決するためになされた
もので、方形状のケーシング内に方形状の棒状体を嵌挿
せしめた緩衝装置において、ケーシング内の棒状体に該
棒状体の側面の巾よりも大きく、かつケーシングの内壁
とは所定の小さな隙間を有する一対の押圧板を配するこ
とによって、一方向には該押圧板が棒状体とともに移動
することによって、押圧板とケーシング間の隙間を該ケ
ーシングに充填された粘性体が流動する流動抵抗で緩衝
作用を得、該方向と直交する他方向には棒状体が一対の
押圧板間を該押圧板に沿って移動することによって、押
圧板とケーシング間の隙間を該ケーシングに充填された
粘性体が流動する流動抵抗で緩衝作用を得る緩衝装置、
いわゆる全方向に抵抗力を生ずるようにした緩衝装置を
得るものである。
The present invention has been made to solve these problems, and includes a shock absorber in which a rectangular rod-shaped body is inserted into a rectangular casing. By arranging a pair of pressing plates that are larger than the width of the casing and having a predetermined small gap from the inner wall of the casing, the pressing plates move together with the rod-shaped body in one direction, thereby reducing the gap between the pressing plates and the casing. A buffering effect is obtained by the flow resistance of the viscous material filled in the casing flowing through the gap, and in the other direction perpendicular to this direction, a rod-shaped body moves between a pair of pressing plates along the pressing plates, A shock absorber that obtains a shock absorbing effect by the flow resistance of a viscous material filled in the casing flowing through the gap between the press plate and the casing;
This provides a shock absorbing device that generates resistance in all directions.

すなわち、棒状体の平行な一対の側面のいずれかに該側
面を挟んで側面の巾よりも太き(かつ両端部がケーシン
グの内壁と所定の小さな隙間を有する一対の押圧板を配
し、橋軸ならびに橋軸直角方向のいずれの動きに対して
も、いわゆる全方向に作用する衝撃力に対してもケーシ
ング内に充填された粘性体が棒状体の移動に伴なって押
圧板とケーシング内壁との隙間を流動する流動抵抗で円
滑な緩衝作用を行なわせる構築物に用いられる緩衝装置
を提供するものである。
In other words, a pair of pressing plates which are thicker than the width of the side surfaces (and whose ends have a predetermined small gap with the inner wall of the casing) are arranged on either of a pair of parallel side surfaces of the rod-shaped body, sandwiching the side surfaces, and The viscous material filled in the casing moves between the press plate and the inner wall of the casing as the rod-shaped body moves against both the axis and the direction perpendicular to the bridge axis, as well as against impact forces that act in all directions. The present invention provides a shock absorbing device for use in a structure that provides a smooth shock absorbing effect using flow resistance flowing through the gaps between the structures.

以下、本発明の実施例を図面において詳細に説明する。Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

10は橋脚などの下部構造Bに埋設固定される横断面形
状が方形状をなすケーシングで、該ケーシング10は一
端に開口部11が設けられ、かつ該開口部11の外周縁
には受は部材12に保持されたシール材13が付設され
ている。
Reference numeral 10 denotes a casing having a rectangular cross-sectional shape, which is buried and fixed in a lower structure B such as a bridge pier, and the casing 10 has an opening 11 at one end, and a receiver is attached to the outer periphery of the opening 11. A sealing material 13 held at 12 is attached.

なお、該ケーシング10はその開口部11を上方にし、
かつ受は部材12が概むね下部構造Bの上面上に位置す
るように該下部構造Bに埋設固定せしめられるものであ
る。
Note that the casing 10 has its opening 11 facing upward,
In addition, the receiver is embedded and fixed in the lower structure B such that the member 12 is located generally on the upper surface of the lower structure B.

14は橋桁などの上部構造Gに一端を固定される横断面
形状が方形状をなす棒状体で、該棒状体14は他端をケ
ーシング10内に上部構造Gの動きに伴なって移動でき
るように該ケーシングの開口部11より嵌挿せしめられ
る。
Reference numeral 14 denotes a rod-shaped body having a rectangular cross-sectional shape and having one end fixed to the superstructure G such as a bridge girder, and the other end of the rod-shaped body 14 is inserted into the casing 10 so that it can move with the movement of the superstructure G. is inserted into the opening 11 of the casing.

15.15はケーシング10内に嵌挿された棒状体14
の下端部14′に設けられた凸部で、該凸部15は該棒
状体14の橋軸直角方向(図中Y−Y方向)に平行な一
対の側面に橋軸方向(図中X−X方向)に突出して設け
られている。
15. 15 is a rod-shaped body 14 inserted into the casing 10
The protrusion 15 is provided on the lower end 14' of the rod-shaped body 14, and the protrusion 15 is attached to a pair of side surfaces parallel to the bridge axis direction (Y-Y direction in the figure) of the rod-shaped body 14 in the bridge axis direction (X-Y direction in the figure). It is provided so as to protrude in the X direction).

16.16は連接片17.17によって平行に相対向す
るように構成された一対の押圧板で、該押圧板16,1
6は棒状体14に嵌装されてケーシング10内で、該棒
状体14と一方向いわゆる橋軸方向には共に働くように
、該棒状体14の凸部15,15に一端を当接して載置
され、かつ側面とはそれぞれ対向するように配されてい
る。
Reference numeral 16.16 denotes a pair of pressing plates that are configured to face each other in parallel by a connecting piece 17.17, and the pressing plates 16,1
6 is fitted into the rod-shaped body 14 and placed in the casing 10 with one end in contact with the convex portions 15, 15 of the rod-shaped body 14 so as to work together with the rod-shaped body 14 in one direction, so-called bridge axis direction. and are arranged so as to face each other.

なお、該押圧板16,16は棒状体140対向する側面
の巾よりも大きく、ケーシング10の内壁とは所定の小
さな隙間Cを有する大きさに形成せしめられている。
The pressing plates 16, 16 are larger than the width of the opposing side surfaces of the rod-shaped body 140, and are formed in such a size that they have a predetermined small gap C between them and the inner wall of the casing 10.

1B、1Bは押圧板16,160両側端部に設けられた
突起で、該突起1B、18はケーシング10の内壁に当
接して、棒状体14の移動によって押圧板16と該ケー
シング10との隙間Cを常に一定に保ち、円滑な緩衝作
用が得られるようにするものである。
1B and 1B are protrusions provided on both ends of the press plates 16 and 160, and the protrusions 1B and 18 abut against the inner wall of the casing 10 and close the gap between the press plate 16 and the casing 10 by the movement of the rod-like body 14. C is always kept constant and a smooth buffering effect can be obtained.

19.19は棒状体14に設けられた押圧板16.16
の浮き上り止め部で、該浮き上り止め部19,19は該
押圧板16,16の上端部を覆うように凸部15,15
の設げられた側面に形成され、棒状体14の移動によっ
て該押圧板16゜16が浮き上るのを該凸部15,15
と挟持して防止するものである。
19.19 is a pressing plate 16.16 provided on the rod-shaped body 14
The floating preventing portions 19, 19 are formed by protruding portions 15, 15 so as to cover the upper ends of the pressing plates 16, 16.
The convex portions 15, 15 are formed on the side surfaces provided with the convex portions 15, 15 to prevent the pressing plate 16°16 from rising as the rod-shaped body 14 moves.
This is to prevent this by holding it in place.

20はケーシング10内に充填せしめられた粘性体、2
1は棒状体14に配された蓋で、該蓋21は該棒状体1
4が移動しても、常にケーシングのシール材13に摺接
するように設けられ、該ケーシング10内に異物が侵入
するのを防止するものである。
20 is a viscous material filled in the casing 10;
1 is a lid placed on the rod-shaped body 14, and the lid 21 is attached to the rod-shaped body 1.
Even if the casing 4 moves, it is always provided in sliding contact with the sealing material 13 of the casing to prevent foreign matter from entering the casing 10.

ここで、橋桁などの上部構造Gの荷重は別途に設置され
る支承装置(図示せず)によって支持されているため、
該緩衝装置にはその荷重は作用せず、かつケーシング1
0内に嵌挿された棒状体14は、該支承装置によってケ
ーシング10の底部と一定の間隔を常に保持されるため
、円滑に該上部構造Gに作用する従荷重をケーシング1
0内に充填された粘性体20に伝達できるものである。
Here, since the load of the superstructure G such as the bridge girder is supported by a separately installed support device (not shown),
The load does not act on the shock absorber, and the casing 1
Since the rod-shaped body 14 fitted into the upper structure G is always maintained at a constant distance from the bottom of the casing 10 by the support device, the subordinate load acting on the upper structure G is smoothly transferred to the bottom of the casing 10.
This can be transmitted to the viscous body 20 filled in the inside.

本発明の緩衝装置は、棒状体14に連接片17゜17で
固定された一対の押圧板16,16を配することによっ
て、該棒状体14が従荷重の作用により橋軸方向(図中
X−X方向、第4図参照)のいずれかに移動した場合、
該押圧板16,16は棒状体14とともに該方向に移動
し、該移動によってケーシング10内に充填された粘性
体20は押圧板16,16の両側端部とケーシング10
の内壁とで形成された隙間Cを図中矢印aのごとく流動
し、該隙間Cを流動する際の流動抵抗力で該荷重を吸収
かつ緩和せしめるものである。
In the shock absorbing device of the present invention, by disposing a pair of pressing plates 16, 16 fixed to a rod-shaped body 14 by a connecting piece 17, the rod-shaped body 14 is moved in the bridge axis direction (X in the figure) by the action of a dependent load. -X direction (see Figure 4),
The pressing plates 16, 16 move in the direction together with the rod-shaped body 14, and as a result of this movement, the viscous body 20 filled in the casing 10 is moved between both ends of the pressing plates 16, 16 and the casing 10.
The material flows through a gap C formed between the inner wall of the body as shown by arrow a in the figure, and the flow resistance force generated when flowing through the gap C absorbs and relieves the load.

また、橋軸直角方向(図中Y−Y方向、第4図参照)に
作用する従荷重は、該荷重の作用によって棒状体14が
該方向に移動、すなわち押圧板16.16間を棒状体1
4が該押圧板16,16に沿って橋軸直角方向に移動す
ることによって、ケーシング10に充填された粘性体2
0が押圧板16.16の両側端部とケーシング10の内
壁とで形成された隙間Cを図中矢印dのごと(流動し、
該隙間Cを流動する際の流動抵抗力で該荷重を吸収かつ
緩和せしめるものである。
In addition, the subordinate load acting in the direction perpendicular to the bridge axis (Y-Y direction in the figure, see Figure 4) causes the rod-shaped body 14 to move in that direction, that is, the rod-shaped body 14 moves between the pressing plates 16 and 16. 1
The viscous material 2 filled in the casing 10 is
0 flows through the gap C formed between both ends of the press plate 16.16 and the inner wall of the casing 10 as shown by the arrow d in the figure.
The flow resistance force when flowing through the gap C absorbs and relieves the load.

このように、ケーシング10内に嵌挿される棒状体14
に一対の押圧板16,16を配することによって、該押
圧板16,16が該棒状体14とともに移動あるいは押
圧板16,16間を棒状体14が移動することによって
、該ケーシング10内に充填された粘性体20に流動粘
性抵抗を生じせしめ、該抵抗力で常に確実な緩衝作用が
全方向に得られるものである。
In this way, the rod-shaped body 14 inserted into the casing 10
By arranging a pair of pressing plates 16, 16 in the casing 10, the pressing plates 16, 16 move together with the rod-shaped body 14, or the rod-shaped body 14 moves between the pressing plates 16, 16, thereby filling the inside of the casing 10. Flow viscous resistance is generated in the viscous body 20, and this resistance always provides a reliable buffering effect in all directions.

なお、該実施例図では棒状体14の橋軸直角方向(Y−
Y方向)に平行な一対の側面の下端部14’、14’に
押圧板16,16を載置せしめる凸部15.15を形成
せしめて、該押圧板16゜16を該棒状体14とともに
橋軸方向(X−X方向)に動くようにしたが、橋軸方向
(X−X方(2)に平行な一対の側面の下端部14’、
14’に凸部15.15を設け、押圧板16.16を棒
状体14とともに橋軸直角方向(Y−Y方向)に動き得
るようにする態様も採り得るものである。
In addition, in this embodiment diagram, the direction perpendicular to the bridge axis of the rod-shaped body 14 (Y-
A convex portion 15.15 on which the pressing plates 16, 16 are placed is formed at the lower end portions 14', 14' of the pair of side surfaces parallel to the Y direction), and the pressing plates 16. Although it was made to move in the axial direction (X-X direction), the lower end portions 14' of the pair of side surfaces parallel to the bridge axis direction (X-X direction (2),
It is also possible to adopt an embodiment in which a convex portion 15.15 is provided on 14' so that the pressing plate 16.16 can move together with the rod-shaped body 14 in a direction perpendicular to the bridge axis (Y-Y direction).

第6図から第8図は、他の実施例の緩衝装置を示すもの
である。
FIGS. 6 to 8 show shock absorbers of other embodiments.

すなわち、該実施例はケーシング10の底部に橋軸方向
に沿う凹溝22,22を設げ、かつ該方向に棒状体14
とともに動き得る押圧板16゜16には該凹溝22,2
2に嵌合する脚23゜23を形成せしめ、棒状体14の
移動によって該押圧板16,16の両側端部とケーシン
グ10の内壁との隙間Cを凹溝22,22と脚23,2
3を係合せしめることによって、常に一定に保つように
したものである。
That is, in this embodiment, concave grooves 22, 22 are provided at the bottom of the casing 10 along the bridge axis direction, and the rod-shaped body 14 is provided in the bottom part of the casing 10.
The pressing plate 16° 16 that can move with the grooves 22, 2
2, and by the movement of the rod-like body 14, the gap C between both ends of the pressing plates 16, 16 and the inner wall of the casing 10 is formed between the concave grooves 22, 22 and the legs 23, 2.
By engaging 3, it is always kept constant.

係る態様においても、第3図から第5図に示す実施例で
述べたものと同様の作用効果が得られるものである。
In this embodiment as well, the same effects as those described in the embodiments shown in FIGS. 3 to 5 can be obtained.

なお、該実施例図ではケーシング10の底部に凹溝22
,22を橋軸方向に沿って設けたが、該凹溝22,22
は橋軸方向に沿うことなく橋軸直角方向に沿って設ける
態様も採ることができ、係る場合、押圧板16,16は
該方向に棒状体14とともに動き得るように配するもの
である。
In addition, in the embodiment diagram, there is a groove 22 at the bottom of the casing 10.
, 22 were provided along the bridge axis direction, but the grooves 22, 22
It is also possible to adopt a mode in which the pressure plates 16 are provided not along the bridge axis direction but along the direction perpendicular to the bridge axis, and in such a case, the pressing plates 16, 16 are arranged so as to be movable together with the rod-shaped body 14 in this direction.

本実施例では一対の抑圧板16,16を平行に相対向せ
しめるため、その両側端部を連接片17゜17で係止せ
しめる態様を示したが、該押圧板16.16を平行に相
対向せしめる手段は連接片17.17を用いることなく
種々採り得るものであり、本実施例に限定されるもので
はない。
In this embodiment, in order to make the pair of pressing plates 16, 16 face each other in parallel, a mode is shown in which both ends thereof are locked by connecting pieces 17°17. Various means can be used without using the connecting pieces 17, 17, and are not limited to this embodiment.

本発明は上述の構成よりなり、ケーシング内に嵌挿され
る棒状体に一対の押圧板を配する簡易な構造で、全方向
に常に確実な緩衝作用が得られるものである。
The present invention has the above-mentioned configuration, and has a simple structure in which a pair of pressing plates are arranged on a rod-shaped body that is inserted into a casing, and a reliable buffering effect can always be obtained in all directions.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は、従来の緩衝装置を示す縦断面図、第2図は、
第1図におけるE−E線断面図、第3図は、本発明の緩
衝装置を示す縦断面図、第4図は、第3図におけるF−
F線断面図、第5図は、第3図における押圧板を示す斜
視図、第6図は、他の実施例の緩衝装置を示す縦断面図
、第7図は、第6図におけるH−H線断面図、第8図は
、第7図における押圧板を示す斜視図である。 10:ケーシング、14:棒状体、15:凸部、16:
押圧板、20:粘性体。
Fig. 1 is a longitudinal sectional view showing a conventional shock absorber, and Fig. 2 is a longitudinal sectional view showing a conventional shock absorber.
1, FIG. 3 is a vertical sectional view showing the shock absorber of the present invention, and FIG. 4 is a sectional view taken along line F--
5 is a perspective view showing the pressing plate in FIG. 3, FIG. 6 is a vertical sectional view showing a shock absorber of another embodiment, and FIG. 7 is a perspective view showing the pressure plate in FIG. The H-line sectional view and FIG. 8 are perspective views showing the pressing plate in FIG. 7. 10: Casing, 14: Rod-shaped body, 15: Convex portion, 16:
Pressing plate, 20: viscous body.

Claims (1)

【特許請求の範囲】[Claims] 1 橋脚などの下部構造に固定される横断面形状が方形
状をなし、かつ一端に開口部を有するケーシング内に、
橋桁などの上部構造に一端を固定される横断面形状が方
形状をなす棒状体の他端が、該ケーシング内を橋軸なら
びに橋軸直角方向に移動し得る隙間をもってその開口部
より嵌挿され、かつケーシング内には粘性体が充填せし
められてなる緩衝装置において、該ケーシング内に嵌挿
された棒状体の平行な一対の側面のいずれかに該側面を
挟んで側面の巾よりも太き(、かつ両側端部がケーシン
グの内壁と所定の小さな隙間を有する一対の押圧板を配
し、該棒状体がケーシング内で一方向には押圧板ととも
に、かつ該方向に直交する他方向には該押圧板間を移動
することによって橋軸ならびに橋軸直角方向のいずれの
動きに対しても粘性流動抵抗を生じて緩衝作用を行なわ
せしめることを特徴とした構造物に用いられる緩衝装置
1 In a casing that is fixed to a lower structure such as a bridge pier and has a rectangular cross-sectional shape and has an opening at one end,
The other end of a rod-shaped body having a rectangular cross-sectional shape, one end of which is fixed to a superstructure such as a bridge girder, is inserted through the opening with a gap that allows movement within the casing in the direction of the bridge axis and perpendicular to the bridge axis. , and in a shock absorbing device in which the casing is filled with a viscous material, a rod-like body inserted into the casing is sandwiched between one of a pair of parallel side surfaces, and has a width larger than the width of the side surfaces. (, and a pair of pressing plates whose both ends have a predetermined small gap with the inner wall of the casing are disposed, and the rod-shaped body is inside the casing together with the pressing plates in one direction, and in the other direction perpendicular to the said direction. A shock absorbing device for use in a structure, characterized in that by moving between the pressing plates, a viscous flow resistance is generated and a shock absorbing effect is exerted against movement both in the bridge axis and in the direction perpendicular to the bridge axis.
JP1605779A 1979-02-16 1979-02-16 Shock absorbers used in structures Expired JPS5933727B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1605779A JPS5933727B2 (en) 1979-02-16 1979-02-16 Shock absorbers used in structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1605779A JPS5933727B2 (en) 1979-02-16 1979-02-16 Shock absorbers used in structures

Publications (2)

Publication Number Publication Date
JPS55111507A JPS55111507A (en) 1980-08-28
JPS5933727B2 true JPS5933727B2 (en) 1984-08-17

Family

ID=11905941

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1605779A Expired JPS5933727B2 (en) 1979-02-16 1979-02-16 Shock absorbers used in structures

Country Status (1)

Country Link
JP (1) JPS5933727B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0316642U (en) * 1989-06-30 1991-02-19

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6340035A (en) * 1986-08-05 1988-02-20 不動建設株式会社 Vibrationproof apparatus of structure
JPH09157450A (en) * 1995-12-13 1997-06-17 Nippon Petrochem Co Ltd Highly viscous fluid composition and vibration energy damping device using the same
NO20180212A1 (en) * 2018-02-09 2019-08-12 Seawalk As Flexible joints between barges

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0316642U (en) * 1989-06-30 1991-02-19

Also Published As

Publication number Publication date
JPS55111507A (en) 1980-08-28

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