JPH086288B2 - Upper structure buffer stop device - Google Patents

Upper structure buffer stop device

Info

Publication number
JPH086288B2
JPH086288B2 JP19295693A JP19295693A JPH086288B2 JP H086288 B2 JPH086288 B2 JP H086288B2 JP 19295693 A JP19295693 A JP 19295693A JP 19295693 A JP19295693 A JP 19295693A JP H086288 B2 JPH086288 B2 JP H086288B2
Authority
JP
Japan
Prior art keywords
upper structure
casing
elastic body
fixed
longitudinal direction
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 - Fee Related
Application number
JP19295693A
Other languages
Japanese (ja)
Other versions
JPH0726515A (en
Inventor
英朗 配野
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.)
Kaimon KK
Original Assignee
Kaimon KK
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 Kaimon KK filed Critical Kaimon KK
Priority to JP19295693A priority Critical patent/JPH086288B2/en
Publication of JPH0726515A publication Critical patent/JPH0726515A/en
Publication of JPH086288B2 publication Critical patent/JPH086288B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、地震が発生した場合、
橋梁からなる上部構造物あるいは構築物における上部構
造物を緩衝して停止させる装置に関するものである。
BACKGROUND OF THE INVENTION The present invention is directed to the case where an earthquake occurs.
The present invention relates to an apparatus for stopping an upper structure that is a bridge or an upper structure in a structure by buffering it.

【0002】[0002]

【従来の技術】従来、上部構造物の緩衝停止装置とし
て、特公平4−13489号公報により公表されている
ものが知られている。
2. Description of the Related Art Conventionally, as a buffer stopping device for an upper structure, one disclosed in Japanese Patent Publication No. 4-13489 is known.

【0003】[0003]

【発明が解決しようとする課題】前記従来の上部構造物
緩衝停止装置の場合は、係止部材付き滑りゴム支承体に
おける上部金属板の縦孔が係止部材に突き当たるまで
は、上部構造物の震動が止まらず、共振現象を起こすこ
とがある。
In the case of the above-mentioned conventional superstructure buffer stop device, the upper structure is suspended until the vertical hole of the upper metal plate of the sliding rubber bearing with the locking member abuts on the locking member. The vibration may not stop and a resonance phenomenon may occur.

【0004】[0004]

【課題を解決するための手段】前述の問題を有利に解決
するために、本発明の上部構造物緩衝停止装置において
は、下部構造物1の上部に、上部構造物2の巾方向に延
長する上部突起3を有する下部支承台4を固定し、上部
構造物2の下部に、前記下部支承台4の上部に位置する
下向き開口箱形の上部支承部材5を固定し、その上部支
承部材5における上部構造物長手方向の両側板6と前記
上部突起3との間に、ゴム質の弾性体7を介在させ、そ
のゴム質の弾性体7を、前記上部突起3および前記各側
板6のうちの少なくとも一方に固定する。また下部構造
物1の上部にケーシング8を固定し、上部構造物2の下
部において上部構造物長手方向に延長する支持部材9
を、前記ケーシング8に挿通し、そのケーシング8内の
中央部において前記支持部材9に押圧部材10を固定
し、その押圧部材10と前記ケーシング8における上部
構造物長手方向の両端部との間に、ゴム質の弾性体7を
介在させ、前記支持部材9の端部を上部構造物2に連結
することによっても、前述の問題を有利に解決すること
ができる。
In order to advantageously solve the aforementioned problems, in the upper structure buffer stop device of the present invention, the upper structure 2 is extended above the lower structure 1 in the width direction of the upper structure 2. A lower support base 4 having an upper protrusion 3 is fixed, and a downward opening box-shaped upper support member 5 located above the lower support base 4 is fixed to the lower part of the upper structure 2, and the upper support member 5 A rubber-like elastic body 7 is interposed between both side plates 6 in the longitudinal direction of the upper structure and the upper protrusion 3, and the rubber-like elastic body 7 is used as a member of the upper protrusion 3 and the side plates 6. Fix on at least one. In addition, a casing 8 is fixed to the upper part of the lower structure 1, and a support member 9 extending in the longitudinal direction of the upper structure at the lower part of the upper structure 2.
Is inserted into the casing 8 and the pressing member 10 is fixed to the support member 9 at the central portion in the casing 8, and between the pressing member 10 and both ends of the casing 8 in the longitudinal direction of the upper structure. The above problem can be advantageously solved by interposing the rubber elastic body 7 and connecting the end portion of the support member 9 to the upper structure 2.

【0005】[0005]

【実施例】図1ないし図4は請求項1の発明の実施例を
示すものであって、下部に複数のアンカー部材11を固
定した下部支承台4の中央上部に、上部構造物2の巾方
向に延長する上部突起3が設けられ、前記各アンカー部
材11はコンクリート製の下部構造物1の上部に埋設さ
れると共に、下部支承台4の下面が下部構造物1の上面
に載置され、下向きに開口する箱形の上部支承部材5の
上部に、複数のアンカー部材12が固定され、そのアン
カー部材12はコンクリート製の上部構造物2の下部に
埋設されると共に、上部支承部材5の上面が上部構造物
2の下面に当接され、さらに前記上部支承部材5は、上
部構造物2の長手方向の両側に設けられた側板6と、上
部構造物2の巾方向の両側に設けられた側板13とを備
えている。
1 to 4 show an embodiment of the invention of claim 1, in which the width of the upper structure 2 is provided at the center upper part of a lower support stand 4 having a plurality of anchor members 11 fixed to the lower part. An upper protrusion 3 extending in the direction is provided, each anchor member 11 is embedded in an upper part of a concrete lower structure 1, and a lower surface of a lower support 4 is placed on an upper surface of the lower structure 1. A plurality of anchor members 12 are fixed to the upper portion of the box-shaped upper support member 5 that opens downward, and the anchor members 12 are embedded in the lower portion of the concrete upper structure 2 and the upper surface of the upper support member 5 is formed. Are abutted on the lower surface of the upper structure 2, and the upper support members 5 are provided on the side plates 6 provided on both sides of the upper structure 2 in the longitudinal direction and on the both sides of the upper structure 2 in the width direction. And a side plate 13.

【0006】ゴム質の弾性体7における上部構造物2の
長手方向の両端部に、金属板14,15が接着剤が固着
され、上部突起3の側にある金属板14に固定された係
止突起16は上部突起3に設けられた係止凹部17に嵌
合され、さらに側板6の側にある金属板15に複数の雌
ねじ孔が設けられ、前記側板6の透孔に挿通された固定
用ビス18は、前記金属板15の雌ねじ孔に螺合されて
いる。
Metal plates 14 and 15 are fixed to the metal plate 14 on the side of the upper protrusion 3 with an adhesive agent at both ends of the rubber elastic body 7 in the longitudinal direction of the upper structure 2. The protrusion 16 is fitted into a locking recess 17 provided in the upper protrusion 3, and further, a plurality of female screw holes are provided in the metal plate 15 on the side plate 6 side, and the fixing plate is inserted into the through hole of the side plate 6. The screw 18 is screwed into the female screw hole of the metal plate 15.

【0007】請求項1の発明の実施例において、上部構
造物2に地震力が作用して、その上部構造物2が図1の
右側に移動すると、図4に示すように左側のゴム質の弾
性体7が、上部構造物2の長手方向に圧縮されると共
に、その圧縮力に比例して、下部支承台4と左側のゴム
質の弾性体7との摩擦抵抗が大きくなる。また上部構造
物2に地震力が作用して、その上部構造物2が図1の左
側に移動すると、右側のゴム質の弾性体7が、上部構造
物2の長手方向に圧縮されると共に、その圧縮力に比例
して、下部支承台4と右側のゴム質の弾性体7との摩擦
抵抗が大きくなり、したがって、地震力による上部構造
物2の移動の振巾は有効に減衰されて、上部構造物2の
振動が短時間で停止する。
In the embodiment of the invention of claim 1, when the seismic force acts on the upper structure 2 and the upper structure 2 moves to the right side of FIG. 1, as shown in FIG. The elastic body 7 is compressed in the longitudinal direction of the upper structure 2, and the frictional resistance between the lower support 4 and the left rubber elastic body 7 increases in proportion to the compressive force. When seismic force acts on the upper structure 2 and the upper structure 2 moves to the left side in FIG. 1, the rubber elastic body 7 on the right side is compressed in the longitudinal direction of the upper structure 2 and In proportion to the compressive force, the frictional resistance between the lower support 4 and the rubber elastic body 7 on the right side becomes large, so that the amplitude of the movement of the upper structure 2 due to the seismic force is effectively damped, The vibration of the upper structure 2 stops in a short time.

【0008】図5ないし図14は請求項2の発明の実施
例を示すものであって、ケーシング本体19の開口部に
蓋20がビスにより固定されてケーシング8が構成さ
れ、前記蓋20の上部の中央に係止用突出部21が設け
られ、前記ケーシング本体19の底板に、複数のアンカ
ー部材11の上部が嵌入されて溶接により固着され、各
アンカー部材11はコンクリート製の下部構造物1の上
部に埋設されると共に、ケーシング本体19の底板の下
面が下部構造物1の上面に載置されている。
5 to 14 show an embodiment of the invention of claim 2, wherein the lid 8 is fixed to the opening of the casing body 19 with screws to form the casing 8, and the upper portion of the lid 20. Is provided with a locking projection 21 at the center thereof, and the upper portions of the plurality of anchor members 11 are fitted into and fixed to the bottom plate of the casing body 19 by welding, and each anchor member 11 is made of the concrete lower structure 1. The bottom surface of the bottom plate of the casing body 19 is placed on the upper surface of the lower structure 1 while being embedded in the upper portion.

【0009】前記蓋20の上面に載置された下部滑り支
承板22の中央部の透孔23は、前記蓋20の係止用突
出部21に嵌合され、コンクリート製の上部構造物2の
下部に固定された上部滑り支承板24は、前記下部滑り
支承板22の上面に摺動自在に載置されている。
The through hole 23 at the center of the lower slide bearing plate 22 placed on the upper surface of the lid 20 is fitted into the locking projection 21 of the lid 20 and is made of the concrete upper structure 2. The upper slide bearing plate 24 fixed to the lower portion is slidably mounted on the upper surface of the lower slide bearing plate 22.

【0010】上部構造物長手方向に延長する支持部材9
は前記ケーシング8に挿通され、前記ケーシング8内の
上部構造物長手方向の中央部において、前記支持部材9
に上下方向に突出する押圧部材10が固定され、前記支
持部材9における上部構造物長手方向の両端部に、上向
きに突出する連結部材25が一体に設けられ、その連結
部材25に上下方向に延長する長孔26が設けられ、前
記上部滑り支承板24の下面に、座板27と上部構造物
巾方向に間隔をおいて固定された取付板28とからなる
連結金具29が溶接により固定され、前記各連結部材2
5は、前記連結金具29における一対の取付板28の間
に配置され、前記各取付板28の透孔30と連結部材2
5の長孔26とにわたって、ボルトからなる連結軸31
が挿通されている。
Support member 9 extending in the longitudinal direction of the upper structure
Is inserted into the casing 8, and the support member 9 is provided at a central portion of the casing 8 in the longitudinal direction of the upper structure.
A pressing member 10 protruding in the vertical direction is fixed to the support member 9, and connecting members 25 protruding in the upward direction are integrally provided at both ends of the supporting member 9 in the longitudinal direction of the upper structure, and the connecting member 25 extends in the vertical direction. A long hole 26 is formed, and a connecting fitting 29 including a seat plate 27 and a mounting plate 28 fixed at an interval in the width direction of the upper structure is fixed to the lower surface of the upper slide support plate 24 by welding. Each connecting member 2
5 is arranged between the pair of mounting plates 28 in the connecting fitting 29, and the through hole 30 of each mounting plate 28 and the connecting member 2 are provided.
A connecting shaft 31 made of a bolt extending over the elongated hole 26 of
Is inserted.

【0011】前記ケーシング8における上部構造物長手
方向の端板32と押圧部材10との間に、前後方向に延
長するスリット33を有するゴム質の弾性体7が介在さ
れ、各ゴム質の弾性体7における上部構造物長手方向の
両端部に、金属板14,15が固着され、前記端板32
に挿通した固定用ボルト34は、前記金属板15のねじ
孔に螺合され、前記固定用ボルト34により金属板15
が端板32に固定されている。
A rubber elastic body 7 having a slit 33 extending in the front-rear direction is interposed between an end plate 32 in the longitudinal direction of the upper structure of the casing 8 and the pressing member 10, and each rubber elastic body is provided. 7, metal plates 14 and 15 are fixed to both ends of the upper structure in the longitudinal direction,
The fixing bolt 34 inserted into the metal plate 15 is screwed into the screw hole of the metal plate 15, and is fixed by the fixing bolt 34.
Are fixed to the end plate 32.

【0012】請求項2の発明の実施例において、上部構
造物2に地震力が作用して、その上部構造物2が図5の
右側に移動すると、図13および図14に示すように、
右側のゴム質の弾性体7が上部構造物2の長手方向に圧
縮されると共に、その圧縮力に比例して、右側のゴム質
の弾性体7とケーシング8との摩擦抵抗が大きくなり、
また上部構造物2に地震力が作用して、その上部構造物
2が図5の左側に移動すると、左側のゴム質の弾性体7
が、上部構造物2の長手方向に圧縮されると共に、その
圧縮力に比例して、ケーシング8と左側のゴム質の弾性
体7との摩擦抵抗が大きくなり、したがって、地震力に
よる上部構造物2の移動の振巾は有効に減衰されて、上
部構造物2の振動が短時間で停止する。
In the embodiment of the invention of claim 2, when seismic force acts on the upper structure 2 and the upper structure 2 moves to the right side of FIG. 5, as shown in FIGS. 13 and 14,
The rubber elastic body 7 on the right side is compressed in the longitudinal direction of the upper structure 2, and the frictional resistance between the rubber elastic body 7 on the right side and the casing 8 increases in proportion to the compression force.
When the seismic force acts on the upper structure 2 and the upper structure 2 moves to the left side in FIG. 5, the rubber-like elastic body 7 on the left side is moved.
Is compressed in the longitudinal direction of the upper structure 2, and the frictional resistance between the casing 8 and the rubber-like elastic body 7 on the left side is increased in proportion to the compressive force thereof. The amplitude of the movement of 2 is effectively damped, and the vibration of the upper structure 2 stops in a short time.

【0013】また本発明は、上部構造物あるいは橋桁等
の免震装置としても使用することができる。
The present invention can also be used as a seismic isolation device for superstructures or bridge girders.

【0014】[0014]

【発明の効果】本発明によれば、下部構造物1の上部
に、上部構造物2の巾方向に延長する上部突起3を有す
る下部支承台4を固定し、上部構造物2の下部に、前記
下部支承台4の上部に位置する下向き開口箱形の上部支
承部材5を固定し、その上部支承部材5における上部構
造物長手方向の両側板6と前記上部突起3との間に、ゴ
ム質の弾性体7を介在させ、そのゴム質の弾性体7を、
前記上部突起3および前記各側板6のうちの少なくとも
一方に固定したので、上部構造物2に地震による振動力
が作用した場合は、圧縮されるゴム質の弾性体7を、上
部構造物2の長手方向に直角な方向に膨張させて、前記
ゴム質の弾性体7を下部支承台4に強力に圧接させるこ
とができ、地震による上部構造物2の振巾が大きくなる
と、ゴム質の弾性体7と下部支承台4との圧接力も大き
くなって、それらの摩擦抵抗が大きくなるので、地震に
よる上部構造物2の振動を有効に減衰させることができ
る。また下部構造物1の上部にケーシング8を固定し、
上部構造物2の下部において上部構造物長手方向に延長
する支持部材9を、前記ケーシング8に挿通し、そのケ
ーシング8内の中央部において前記支持部材9に押圧部
材10を固定し、その押圧部材10と前記ケーシング8
における上部構造物長手方向の両端部との間に、ゴム質
の弾性体7を介在させ、前記支持部材9の端部を上部構
造物2に連結することにより、上部構造物2に地震によ
る振動力が作用した場合は、圧縮されるゴム質の弾性体
7を、上部構造物2の長手方向に直角な方向に膨張させ
て、前記ゴム質の弾性体7をケーシング8に強力に圧接
させることができ、地震による上部構造物2の振巾が大
きくなると、ゴム質の弾性体7とケーシング8との圧接
力も大きくなって、それらの摩擦抵抗が大きくなるの
で、地震による上部構造物2の振動を有効に減衰させる
ことができる。
According to the present invention, the lower support 4 having the upper protrusion 3 extending in the width direction of the upper structure 2 is fixed to the upper portion of the lower structure 1, and the lower support 4 is fixed to the lower portion of the upper structure 2. A downward-opening box-shaped upper support member 5 located above the lower support base 4 is fixed, and a rubber material is provided between the upper support member 5 between both side plates 6 in the longitudinal direction of the upper structure and the upper protrusion 3. The elastic body 7 of
Since it is fixed to at least one of the upper projection 3 and each of the side plates 6, when the vibration force due to an earthquake acts on the upper structure 2, the rubber elastic body 7 to be compressed is moved to the upper structure 2. The rubber elastic body 7 can be strongly pressed against the lower support 4 by expanding in a direction perpendicular to the longitudinal direction, and when the swing of the upper structure 2 increases due to an earthquake, the rubber elastic body Since the pressure contact force between the lower support base 7 and the lower support base 4 is also increased and the frictional resistance therebetween is increased, the vibration of the upper structure 2 due to the earthquake can be effectively damped. In addition, the casing 8 is fixed to the upper part of the lower structure 1,
A supporting member 9 extending in the longitudinal direction of the upper structure at a lower portion of the upper structure 2 is inserted into the casing 8, and a pressing member 10 is fixed to the supporting member 9 at a central portion of the casing 8, and the pressing member is provided. 10 and the casing 8
The elastic member 7 made of rubber is interposed between both ends of the upper structure 2 in the longitudinal direction, and the end of the support member 9 is connected to the upper structure 2, thereby causing the upper structure 2 to vibrate due to an earthquake. When a force is applied, the rubber elastic body 7 to be compressed is expanded in a direction perpendicular to the longitudinal direction of the upper structure 2 to strongly press the rubber elastic body 7 against the casing 8. When the swing of the upper structure 2 due to the earthquake increases, the pressure contact force between the rubber elastic body 7 and the casing 8 also increases, and the frictional resistance between them increases, so that the vibration of the upper structure 2 due to the earthquake occurs. Can be effectively damped.

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

【図1】請求項1の発明の実施例に係る上部構造物緩衝
停止装置を示す縦断側面図である。
FIG. 1 is a vertical sectional side view showing an upper structure buffer stop device according to an embodiment of the present invention.

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

【図3】図2の一部を拡大して示す横断平面図である。FIG. 3 is a cross-sectional plan view showing a part of FIG. 2 in an enlarged manner.

【図4】左側のゴム質の弾性体が圧縮された状態を示す
縦断側面図である。
FIG. 4 is a vertical cross-sectional side view showing a state in which a left rubber elastic body is compressed.

【図5】請求項2の発明の実施例に係る上部構造物緩衝
停止装置を示す縦断側面図である。
FIG. 5 is a vertical sectional side view showing an upper structure buffer stop device according to an embodiment of the invention of claim 2;

【図6】図5の一部を拡大して示す縦断側面図である。FIG. 6 is a vertical sectional side view showing a part of FIG. 5 in an enlarged manner.

【図7】押圧部材を有する支持部材を示す側面図であ
る。
FIG. 7 is a side view showing a support member having a pressing member.

【図8】図7のB−B線断面図である。FIG. 8 is a sectional view taken along line BB in FIG.

【図9】金属板を固着したゴム質の弾性体を示す平面図
である。
FIG. 9 is a plan view showing a rubber-like elastic body to which a metal plate is fixed.

【図10】図9のC−C線断面図である。10 is a cross-sectional view taken along the line CC of FIG.

【図11】連結金具と支持部材との連結部を示す側面図
である。
FIG. 11 is a side view showing a connecting portion between the connecting fitting and the supporting member.

【図12】図11のD−D線断面図である。12 is a cross-sectional view taken along line DD of FIG.

【図13】右側のゴム質の弾性体が圧縮された状態を示
す縦断側面図である。
FIG. 13 is a vertical cross-sectional side view showing a state in which the right rubber elastic body is compressed.

【図14】図13の一部を拡大して示す縦断側面図であ
る。
FIG. 14 is a vertical sectional side view showing a part of FIG. 13 in an enlarged manner.

【符号の説明】[Explanation of symbols]

1 下部構造物 2 上部構造物 3 上部突起 4 下部支承台 5 上部支承部材 6 側板 7 ゴム質の弾性体 8 ケーシング 9 支持部材 10 押圧部材 11 アンカー部材 12 アンカー部材 13 側板 14 金属板 15 金属板 16 係止突起 17 係止凹部 18 固定用ビス 19 ケーシング本体 20 蓋 21 係止用突出部 22 下部滑り支承板 23 透孔 24 上部滑り支承板 25 連結部材 26 長孔 27 座板 28 取付板 29 連結金具 30 透孔 31 連結軸 32 端板 33 スリット 34 固定用ボルト DESCRIPTION OF SYMBOLS 1 Lower structure 2 Upper structure 3 Upper protrusion 4 Lower support 5 Upper support member 6 Side plate 7 Rubber elastic body 8 Casing 9 Support member 10 Pressing member 11 Anchor member 12 Anchor member 13 Side plate 14 Metal plate 15 Metal plate 16 Locking protrusion 17 Locking recess 18 Fixing screw 19 Casing body 20 Lid 21 Locking protrusion 22 Lower sliding support plate 23 Through hole 24 Upper sliding support plate 25 Connecting member 26 Long hole 27 Seat plate 28 Mounting plate 29 Connecting metal fitting 30 Through Hole 31 Connection Shaft 32 End Plate 33 Slit 34 Fixing Bolt

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 下部構造物1の上部に、上部構造物2の
巾方向に延長する上部突起3を有する下部支承台4を固
定し、上部構造物2の下部に、前記下部支承台4の上部
に位置する下向き開口箱形の上部支承部材5を固定し、
その上部支承部材5における上部構造物長手方向の両側
板6と前記上部突起3との間に、ゴム質の弾性体7を介
在させ、そのゴム質の弾性体7を、前記上部突起3およ
び前記各側板6のうちの少なくとも一方に固定した上部
構造物緩衝停止装置。
1. A lower support 4 having an upper protrusion 3 extending in the width direction of the upper structure 2 is fixed to an upper portion of the lower structure 1, and the lower support 4 of the lower support 4 is attached to a lower portion of the upper structure 2. Fix the downward opening box-shaped upper support member 5 located at the top,
A rubber elastic body 7 is interposed between both side plates 6 of the upper support member 5 in the longitudinal direction of the upper structure and the upper projection 3, and the rubber elastic body 7 is connected to the upper projection 3 and the upper projection 3. An upper structure buffer stop device fixed to at least one of the side plates 6.
【請求項2】 下部構造物1の上部にケーシング8を固
定し、上部構造物2の下部において上部構造物長手方向
に延長する支持部材9を、前記ケーシング8に挿通し、
そのケーシング8内の中央部において前記支持部材9に
押圧部材10を固定し、その押圧部材10と前記ケーシ
ング8における上部構造物長手方向の両端部との間に、
ゴム質の弾性体7を介在させ、前記支持部材9の端部を
上部構造物2に連結した上部構造物緩衝停止装置。
2. A casing 8 is fixed to an upper part of the lower structure 1, and a support member 9 extending in the longitudinal direction of the upper structure at a lower part of the upper structure 2 is inserted into the casing 8.
A pressing member 10 is fixed to the support member 9 in the central portion of the casing 8, and between the pressing member 10 and both ends of the casing 8 in the longitudinal direction of the upper structure,
An upper structure buffer stop device in which an end portion of the support member 9 is connected to the upper structure 2 with a rubber elastic body 7 interposed.
JP19295693A 1993-07-09 1993-07-09 Upper structure buffer stop device Expired - Fee Related JPH086288B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19295693A JPH086288B2 (en) 1993-07-09 1993-07-09 Upper structure buffer stop device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19295693A JPH086288B2 (en) 1993-07-09 1993-07-09 Upper structure buffer stop device

Publications (2)

Publication Number Publication Date
JPH0726515A JPH0726515A (en) 1995-01-27
JPH086288B2 true JPH086288B2 (en) 1996-01-24

Family

ID=16299830

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19295693A Expired - Fee Related JPH086288B2 (en) 1993-07-09 1993-07-09 Upper structure buffer stop device

Country Status (1)

Country Link
JP (1) JPH086288B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4648117B2 (en) * 2005-07-15 2011-03-09 ニッタ株式会社 Elastic bearings for structures

Also Published As

Publication number Publication date
JPH0726515A (en) 1995-01-27

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