JPH1122242A - Rolling seismic isolation device - Google Patents

Rolling seismic isolation device

Info

Publication number
JPH1122242A
JPH1122242A JP17385097A JP17385097A JPH1122242A JP H1122242 A JPH1122242 A JP H1122242A JP 17385097 A JP17385097 A JP 17385097A JP 17385097 A JP17385097 A JP 17385097A JP H1122242 A JPH1122242 A JP H1122242A
Authority
JP
Japan
Prior art keywords
seismic isolation
stainless steel
isolation device
plate
rolling
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.)
Pending
Application number
JP17385097A
Other languages
Japanese (ja)
Inventor
Haruhiko Yokota
治彦 横田
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
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 Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP17385097A priority Critical patent/JPH1122242A/en
Publication of JPH1122242A publication Critical patent/JPH1122242A/en
Pending legal-status Critical Current

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  • Bearings For Parts Moving Linearly (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

(57)【要約】 【課題】免震装置の高さを低く抑えながら構成が簡単で
メンテナンスフリーとなるようにし、地震時に振動低減
効果があり建物の安全性を高めるこの免震装置を導入し
易くする。 【解決手段】上面を水平なステンレス製下板20とした
下部支持部2に、ステンレス製板30に開口された複数
の円孔31それぞれにステンレス製球体32を回転可能
に配置した免震部3を配置し、その免震部3の上部に、
下面を水平なステンレス製上板40とした上部支持部4
を配置して、下部支持部2と上部支持部4とを免震部3
を介して互いに相対移動可能に設けた。
(57) [Abstract] [Problem] To introduce a seismic isolation device that has a simple structure and is maintenance-free while keeping the height of the seismic isolation device low, and has the effect of reducing vibration during an earthquake and increases the safety of buildings. Make it easier. A seismic isolation part (3) in which a stainless steel sphere (32) is rotatably arranged in a plurality of circular holes (31) opened in a stainless steel plate (30) in a lower support part (2) having a horizontal stainless steel lower plate (20) on the upper surface. At the top of the seismic isolation part 3,
Upper support 4 with lower surface made of horizontal stainless steel upper plate 40
And the lower supporting part 2 and the upper supporting part 4 are connected to the seismic isolation part 3.
Are provided so as to be relatively movable with each other.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は地震時の水平外力に
よる揺れを小さくする転がり免震装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rolling seismic isolation device for reducing a vibration caused by a horizontal external force during an earthquake.

【0002】[0002]

【発明が解決しようとする課題】地震時の建物の免震を
図る上で近年においては免震に有効な積層ゴムの開発に
より、天然ゴムを用いた積層ゴム、高減衰積層ゴム、鉛
プラグ入り積層ゴムなどを用いた信頼性の高い高性能な
積層ゴム免震装置が提案されるようになってきている。
その一方で積層ゴム以外のものを用いた免震装置として
滑り支承、転がり支承を行うようにした構成の装置が提
案されている。そして、近年の阪神淡路大震災において
免震装置を備えた建物からその免震装置の振動低減効果
と安全性が確認されたことを契機としてこれらの免震装
置を有する建物が多く建設されるようになってきてい
る。しかしながら、このような積層ゴム免震装置や滑り
支承、転がり支承による免震装置では価格が高くメンテ
ナンスも必要となっており、また、免震装置の高さが高
いことなどが問題とされている。そこで本発明は上記し
た事情に鑑み、免震装置の高さを低く抑えながら構成が
簡単でメンテナンスフリーとなるようにすることを課題
とし、地震時に振動低減効果があり建物の安全性を高め
るこの免震装置を導入し易くすることを目的とする。
SUMMARY OF THE INVENTION In recent years, in order to achieve seismic isolation of buildings during an earthquake, the development of laminated rubber effective for seismic isolation has led to the development of laminated rubber using natural rubber, high-damping laminated rubber, and lead plugs. A highly reliable and high performance laminated rubber seismic isolation device using laminated rubber or the like has been proposed.
On the other hand, as a seismic isolation device using a material other than the laminated rubber, a device configured to perform a sliding bearing and a rolling bearing has been proposed. In the recent Great Hanshin-Awaji Earthquake, many buildings with seismic isolation devices have been constructed since the vibration reduction effect and safety of the seismic isolation devices were confirmed from the buildings with seismic isolation devices. It has become to. However, such a seismic isolator using a laminated rubber seismic isolator, a sliding bearing, and a rolling bearing is expensive and requires maintenance, and the high height of the seismic isolator is a problem. . In view of the above circumstances, it is an object of the present invention to make the configuration simple and maintenance-free while keeping the height of the seismic isolation device low, which has an effect of reducing vibration during an earthquake and enhances the safety of the building. The purpose is to make it easier to introduce seismic isolation devices.

【0003】[0003]

【課題を解決するための手段】本発明は上記課題を考慮
してなされたもので、上面を水平なステンレス製下板と
した下部支持部の上部に、ステンレス製板に開口された
複数の円孔それぞれにステンレス製球体を回転可能に配
置してなる免震部を配置し、前記免震部の上部に、下面
を水平なステンレス製上板とし上面を載置面とした上部
支持部を配置して、前記下部支持部と上部支持部とが前
記免震部を介して互いに相対移動可能に設けられている
ことを特徴とする転がり免震装置を提供して、上記課題
を解消するものである。そして、本発明において、前記
上部支持部は、地震時水平外力による横揺れを減衰させ
る減衰手段を介して下部支持部側に連結されていること
が良好なものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and has a plurality of circular openings formed in a stainless steel plate above a lower support portion having a horizontal stainless steel lower plate as an upper surface. A seismic isolation part with a stainless steel sphere rotatably arranged in each hole is arranged, and an upper support part with a horizontal stainless steel upper plate on the lower surface and a mounting surface on the upper surface is arranged above the seismic isolation unit. The lower support portion and the upper support portion are provided so as to be relatively movable with respect to each other via the seismic isolation portion. is there. In the present invention, it is preferable that the upper support is connected to the lower support via damping means for attenuating a roll caused by a horizontal external force during an earthquake.

【0004】[0004]

【発明の実施の形態】つぎに本発明を図1から図4に示
す実施の形態に基づいて詳細に説明する。図中1は転が
り免震装置で、例えば、建物の基礎階の下部とその上方
の建屋部分との間に配置される。そして、前記転がり免
震装置1は図示されているように、下部支持部2と免震
部3と上部支持部4とからなるものであり、下部支持部
2はこの転がり免震装置1が配置される下方側の構造体
に固定された水平なステンレス製下板20から構成され
ている。また、前記上部支持部4は、転がり免震装置1
が配置される上方側の構造体を受けるようにその上方側
に構造体に固定されるものであり、下面には水平にした
ステンレス製上板40を有し、上面となる載置面41に
て上方側の構造体を受けるようにしている(載置面41
は上方側の構造体に固定される)。そして、前記免震部
3は下部支持部2と上部支持部4との間に介在してお
り、下部支持部2と上部支持部4とが水平方向に相対移
動可能にするものである。図示されているように、この
免震部3は、ステンレス製板30に複数の円孔31を所
要の間隔を取って開口し、その円孔31それぞれに同一
径のステンレス製球体32を回転可能に配置している。
そして、この免震部3は前記ステンレス製球体32が前
記ステンレス製下板20に接するようにして下部支持部
2のそのステンレス製下板20に配置され、さらに、前
記ステンレス製球体32にステンレス製上板40を接し
させるようにしてこの免震部3の上に上部支持部4が配
置されている。なお、図中42は防塵用のカバーであ
る。このように下部支持部2と上部支持部4とは免震部
3を介して上下に相対し、下部支持部2の水平なステン
レス製下板20と上部支持部4の水平なステンレス製上
板40との間に免震部3の複数のステンレス製球体32
が位置しており、このステンレス製球体32が介在して
いることで下部支持部2と上部支持部4とが互いに水平
方向に相対移動可能とされ、この相対移動を可能とした
状態で上方側の建物の荷重を転がり免震装置1を介して
下方の建物の構造体側に伝えるようにしている。そし
て、地震時において水平外力が建物に加わると、この転
がり免震装置1の下部支持部2と上部支持部4とが相対
移動し、地震時に生じる建物の移動(残留変位)を或る
程度許容するようになる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, the present invention will be described in detail with reference to the embodiments shown in FIGS. In the figure, reference numeral 1 denotes a rolling seismic isolation device, which is arranged, for example, between a lower part of a base floor of a building and a building part above the base floor. As shown, the rolling seismic isolation device 1 is composed of a lower support part 2, a seismic isolation part 3, and an upper support part 4, and the lower support part 2 is provided with the rolling seismic isolation apparatus 1. And a horizontal stainless steel lower plate 20 fixed to the lower structure. Further, the upper support 4 is provided with the rolling seismic isolation device 1.
Is fixed to the structure on the upper side so as to receive the structure on the upper side where it is disposed, and has a horizontal stainless steel upper plate 40 on the lower surface, and a mounting surface 41 serving as an upper surface. To receive the upper structure (the mounting surface 41).
Is fixed to the upper structure). The seismic isolation part 3 is interposed between the lower support part 2 and the upper support part 4, and enables the lower support part 2 and the upper support part 4 to relatively move in the horizontal direction. As shown in the figure, the seismic isolation part 3 has a plurality of circular holes 31 opened in a stainless steel plate 30 at a predetermined interval, and a stainless steel sphere 32 having the same diameter can be rotated in each of the circular holes 31. Has been placed.
The seismic isolation part 3 is disposed on the stainless steel lower plate 20 of the lower support part 2 so that the stainless steel sphere 32 is in contact with the stainless steel lower plate 20. The upper support part 4 is arranged on the seismic isolation part 3 such that the upper plate 40 is in contact with the upper plate 40. Reference numeral 42 in the figure is a dustproof cover. As described above, the lower support portion 2 and the upper support portion 4 face each other up and down via the seismic isolation portion 3, and the horizontal stainless steel lower plate 20 of the lower support portion 2 and the horizontal stainless steel upper plate of the upper support portion 4 are provided. A plurality of stainless steel spheres 32 of the seismic isolation part 3
The lower support portion 2 and the upper support portion 4 can move relative to each other in the horizontal direction due to the interposition of the stainless steel spheres 32. The load of the building is transmitted to the structure side of the building below through the rolling isolation device 1. When a horizontal external force is applied to the building during an earthquake, the lower support portion 2 and the upper support portion 4 of the rolling seismic isolation device 1 move relative to each other, and allow some movement (residual displacement) of the building during the earthquake. I will be.

【0005】図4は上記転がり免震装置1を用いて免震
構造とした建物5を示していて、耐振性に劣る建築物や
古い建築様式よりなる旧建築物を基盤部分6から分断
し、ジャッキアップするなどしてその基盤部分6と上方
の建屋部分7との間に転がり免震装置1を介在させるよ
うにしたものである。図示されているように、基盤部分
6側においては複数の下部支持部2が連接状態にし、あ
るいは一つの下部支持部2が広範囲に及ぶように広く設
けられており、その下部支持部2の上において、組み合
わされた免震部3と上部支持部4とが複数箇所に配置さ
れ、さらに、これら上部支持部4の上に建屋部分7の底
盤8を乗せ置くようにして建屋部分7が転がり免震装置
1に支持されている。なお、下部支持部は基盤部分に固
定され、上部支持部は底盤に固定される。この建物5に
おける転がり免震装置1それぞれにあっては、各上部支
持部4が、バネやダンパーなどから構成された減衰手段
9を介して下部支持部側の固定部10に連結されてい
る。前記減衰手段は地震時に加わった水平外力による横
揺れに対してバネやダンパーの復元力で抗しながらその
横揺れを減衰させるものであり、そして、復元力により
横揺れを減衰させる減衰手段9と建屋部分の荷重を支持
する転がり免震装置1とが分離されているため、従来の
積層ゴムを用いたもののように荷重の支持と横揺れの減
衰とを単一の免震体で負担しなければならない従来装置
に比べて、前記建屋部分が軽量であった場合でも簡単に
揺れの長周期化が行えるようなる。
FIG. 4 shows a building 5 having a seismic isolation structure using the above-described rolling seismic isolation device 1, wherein a building having poor vibration resistance or an old building having an old building style is separated from a base portion 6. The rolling seismic isolation device 1 is interposed between the base portion 6 and the upper building portion 7 by jacking up or the like. As shown in the figure, on the base portion 6 side, a plurality of lower support portions 2 are connected to each other, or one lower support portion 2 is provided so as to extend over a wide range. In the above, the combined seismic isolation part 3 and upper support part 4 are arranged at a plurality of locations, and furthermore, the base part 8 of the building part 7 is placed on these upper support parts 4 so that It is supported by the vibration device 1. The lower support is fixed to the base, and the upper support is fixed to the bottom. In each of the rolling seismic isolation devices 1 in the building 5, each upper support portion 4 is connected to a fixed portion 10 on the lower support portion side through damping means 9 composed of a spring, a damper, or the like. The damping means attenuates the roll while resisting the roll caused by the horizontal external force applied at the time of the earthquake by the restoring force of the spring or the damper, and damping means 9 for damping the roll by the restoring force. Since the rolling seismic isolation device 1 that supports the load of the building is separated, the load isolation and the damping of the roll must be borne by a single seismic isolator as in the case of using the conventional laminated rubber. Compared with the conventional apparatus which must be used, even if the building part is lightweight, it is possible to easily prolong the shaking period.

【0006】[0006]

【発明の効果】以上説明したように、本発明の転がり免
震装置は、上面を水平なステンレス製下板とした下部支
持部の上部に、ステンレス製板に開口された複数の円孔
それぞれにステンレス製球体を回転可能に配置してなる
免震部を配置し、前記免震部の上部に、下面を水平なス
テンレス製上板とし上面を載置面とした上部支持部を配
置して、前記下部支持部と上部支持部とが前記免震部を
介して互いに相対移動可能に設けられていることを特徴
とするものである。このようにステンレス製球体を備え
る免震部を介してステンレス製上板とステンレス製下板
とを上下に相対させた構造であり、構造が簡単で安価に
製造できるとともに、化学的に安定なステンレス材を採
用しているために経年変化が少なくなり、防塵用カバー
などを使用することで日常的なメンテナンスを行う必要
がなくなる。また、下部支持部と上部支持部とを水平方
向に互いに相対移動可能にした構造であるため、この転
がり免震装置自体の装置高さを低くすることが容易であ
り、転がり免震装置を設置する際の工事を簡単なものと
することができる。このため、耐震性が不足する既存の
建物や旧建築様式による古い建物に対してこの転がり免
震装置を用いることで、簡易な工事でかつ多くのコスト
を要することなく、さらに建物の外観を変えることなく
それらの建物の耐振性を向上させることができるように
なるなど、実用性に優れた効果を奏する。そして、上記
上部支持部が、地震時水平外力による横揺れを減衰させ
る減衰手段を介して下部支持部側に連結されているよう
にすれば、従来の積層ゴム免震装置などのようにように
或る程度以上の上部荷重が加わらなければ建物の長周期
化が図れなかった従来装置に比べて、建屋部分の重量に
応じた特性の減衰手段を選択し易くなり、建屋部分が軽
量である木造建物や小規模の建築物における横揺れの長
周期化が簡単に行えるようになる。
As described above, the rolling seismic isolation device of the present invention has a plurality of circular holes opened in the stainless steel plate on the upper portion of the lower supporting portion having a horizontal stainless steel lower plate. A seismic isolation unit comprising a stainless steel sphere that is rotatably arranged is arranged, and an upper support unit with a horizontal stainless steel upper plate on the lower surface and a mounting surface on the upper surface is arranged above the seismic isolation unit. The lower support portion and the upper support portion are provided so as to be relatively movable with each other via the seismic isolation portion. In this way, the stainless steel upper plate and the stainless steel lower plate are vertically opposed to each other via the seismic isolation part with stainless steel spheres. The use of a material reduces aging, and the use of a dustproof cover eliminates the need for routine maintenance. In addition, since the lower support portion and the upper support portion are configured to be movable relative to each other in the horizontal direction, it is easy to reduce the height of the rolling seismic isolation device itself, and the rolling seismic isolation device is installed. The construction work can be simplified. For this reason, by using this rolling seismic isolation device for existing buildings with inadequate earthquake resistance or old buildings with old architectural styles, the appearance of the building can be further changed with simple construction and without much cost. Thus, it is possible to improve the vibration resistance of those buildings without having any effect. If the upper support section is connected to the lower support section via damping means for attenuating the roll due to horizontal external force during an earthquake, as in a conventional laminated rubber seismic isolation device, etc. It is easier to select a damping means having a characteristic according to the weight of the building part, and the wooden part is lighter than the conventional equipment, in which the building cannot be made longer unless a certain upper load is applied. This makes it possible to easily extend the rolling period of a building or a small building.

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

【図1】本発明に係る転がり免震装置の一例を断面で示
す説明図である。
FIG. 1 is an explanatory view showing a cross section of an example of a rolling seismic isolation device according to the present invention.

【図2】同じく一例において免震部を下方から見た状態
で示す説明図である。
FIG. 2 is an explanatory view showing a seismic isolation unit viewed from below in the same example.

【図3】同じく一例における免震部を拡大した状態で示
す説明図である。
FIG. 3 is an explanatory view showing the seismic isolation part in an example in an enlarged state.

【図4】一例を使用した免震構造の建物を示す説明図で
ある。
FIG. 4 is an explanatory view showing a building having a seismic isolation structure using an example.

【符号の説明】[Explanation of symbols]

1…転がり免震装置 2…下部支持部 20…ステンレス製上板 3…免震部 30…ステンレス板 31…円孔 32…ステンレス製球体 4…上部支持部 40…ステンレス製下板 5…建物 9…減衰手段 DESCRIPTION OF SYMBOLS 1 ... Rolling seismic isolation device 2 ... Lower support part 20 ... Stainless steel upper plate 3 ... Seismic isolation part 30 ... Stainless steel plate 31 ... Circular hole 32 ... Stainless steel sphere 4 ... Upper support part 40 ... Stainless steel lower plate 5 ... Building 9 ... Attenuation means

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】上面を水平なステンレス製下板とした下部
支持部の上部に、ステンレス製板に開口された複数の円
孔それぞれにステンレス製球体を回転可能に配置してな
る免震部を配置し、前記免震部の上部に、下面を水平な
ステンレス製上板とし上面を載置面とした上部支持部を
配置して、前記下部支持部と上部支持部とが前記免震部
を介して互いに相対移動可能に設けられていることを特
徴とする転がり免震装置。
1. A seismic isolator having a stainless steel sphere rotatably disposed in each of a plurality of circular holes opened in a stainless steel plate, on an upper portion of a lower support having a horizontal stainless steel lower plate as an upper surface. And an upper support having a horizontal stainless steel upper plate as a lower surface and an upper surface as a mounting surface is disposed above the seismic isolation part, and the lower support part and the upper support part serve as the seismic isolation part. The rolling seismic isolation device is provided so as to be relatively movable with respect to each other.
【請求項2】上記上部支持部は、地震時水平外力による
横揺れを減衰させる減衰手段を介して下部支持部側に連
結されている請求項1に記載の転がり免震装置。
2. The rolling seismic isolation device according to claim 1, wherein the upper support is connected to the lower support via damping means for attenuating roll due to horizontal external force during an earthquake.
JP17385097A 1997-06-30 1997-06-30 Rolling seismic isolation device Pending JPH1122242A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17385097A JPH1122242A (en) 1997-06-30 1997-06-30 Rolling seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17385097A JPH1122242A (en) 1997-06-30 1997-06-30 Rolling seismic isolation device

Publications (1)

Publication Number Publication Date
JPH1122242A true JPH1122242A (en) 1999-01-26

Family

ID=15968322

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17385097A Pending JPH1122242A (en) 1997-06-30 1997-06-30 Rolling seismic isolation device

Country Status (1)

Country Link
JP (1) JPH1122242A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
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JP2013087507A (en) * 2011-10-19 2013-05-13 Kajima Corp Junction structure of pile head
JP2013227769A (en) * 2012-04-25 2013-11-07 Seiichi Ishii Base isolation device
JP2018058705A (en) * 2017-12-22 2018-04-12 株式会社奥村組 Damping structure of structure
JP2018083717A (en) * 2017-12-22 2018-05-31 株式会社奥村組 Damping structure of structure

Cited By (5)

* Cited by examiner, † Cited by third party
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JP2013087507A (en) * 2011-10-19 2013-05-13 Kajima Corp Junction structure of pile head
CN102535638A (en) * 2011-12-26 2012-07-04 北京工业大学 L-shaped frame locating type steel ball rolling shock-insulation support and manufacturing method thereof
JP2013227769A (en) * 2012-04-25 2013-11-07 Seiichi Ishii Base isolation device
JP2018058705A (en) * 2017-12-22 2018-04-12 株式会社奥村組 Damping structure of structure
JP2018083717A (en) * 2017-12-22 2018-05-31 株式会社奥村組 Damping structure of structure

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