JPH1030359A - Base isolation device of building - Google Patents

Base isolation device of building

Info

Publication number
JPH1030359A
JPH1030359A JP18765396A JP18765396A JPH1030359A JP H1030359 A JPH1030359 A JP H1030359A JP 18765396 A JP18765396 A JP 18765396A JP 18765396 A JP18765396 A JP 18765396A JP H1030359 A JPH1030359 A JP H1030359A
Authority
JP
Japan
Prior art keywords
building
isolation device
curvature
base isolation
block
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
Application number
JP18765396A
Other languages
Japanese (ja)
Other versions
JP3753264B2 (en
Inventor
Yoshiya Nakamura
佳也 中村
Kiyoshi Tanaka
清 田中
Haruto Gomi
晴人 五味
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP18765396A priority Critical patent/JP3753264B2/en
Publication of JPH1030359A publication Critical patent/JPH1030359A/en
Application granted granted Critical
Publication of JP3753264B2 publication Critical patent/JP3753264B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To miniaturize the device, by installing the base isolation device in which an intermediate block having a curvature at the upper and lower faces is held toy arcuate motion guide rails, on a foundation to support a building, so as to displace and restore the device even in a small horizontal force. SOLUTION: An intermediate block E provided with protruded curved faces 1, 2 at the upper and lower sides is set to freely slide through arcuate motion guide rails 3 having the same curvature with the faces, between the upper block B and the lower block D to form a base isolation device. An anti- frictional material like ball bearings or fluororesin is used at the contact part of the guide rail 3 and the guide 5 to reduce frictional resistance. This base isolation device is installed on the foundation C to support columns A1 of the building. This device supports the weight G of building and absorbs even a relatively small horizontal force and further, divides the load G into the normal direction and the tangential direction to bring about a restoring force by the tangential force. In this way, the device can be miniaturized as a unit without use of laminate rubber materials, springs, dampers, etc.

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】本発明は建物の免震装置に係
るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation device for a building.

【0002】[0002]

【従来の技術】建物を長周期化することによって、同建
物の地震時における応答加速度を低減する構造は免震構
造と総称される。一般に免震構造は支持機能と復元力機
能と減衰機能とを持っていて、支持機能は建物重量を安
全に保持する機能を有し、復元力機能は建物が長周期で
変位したときに、中立軸まで復元し、減衰機能は建物の
振動を速やかに消滅させるものである。
2. Description of the Related Art A structure that reduces the response acceleration of a building during an earthquake by lengthening the period of the building is generally called a seismic isolation structure. In general, the seismic isolation structure has a support function, a restoring force function, and a damping function.The supporting function has a function of safely maintaining the building weight, and the restoring force function is used when the building is displaced in a long cycle. It is restored to the vertical axis, and the damping function is to quickly eliminate the vibration of the building.

【0003】免震装置として従来用いられている装置に
は夫々建物Aと基礎Bとの間に介装される図6(イ)に
示す如き積層ゴムアイソレータ、図6(ロ)に示す如き
リニアガイド及びレールとコイルばねとを使用した装置
がある。前者の積層ゴムアイソレータpは図6(イ)に
示す如く薄いゴムシートと鉄板とを数十層に重層したも
ので、水平変形性能も十分にあり、免震構造を実現する
に際しての主装置である。図中p1 は減衰器(ダンパ)
である。
Devices conventionally used as seismic isolation devices include a laminated rubber isolator as shown in FIG. 6A and a linear as shown in FIG. 6B which are interposed between a building A and a foundation B, respectively. There are devices that use guides and rails and coil springs. The former laminated rubber isolator p is formed by laminating several tens of thin rubber sheets and iron plates as shown in FIG. 6 (a), has a sufficient horizontal deformation performance, and is a main device for realizing a seismic isolation structure. is there. Figure p 1 is an attenuator (damper)
It is.

【0004】後者の装置は図6(ロ)に示す如く、リニ
アガイド及びレールq1 とコイルばねq2 と減衰器(ダ
ンパ)q3 とから構成され、荷重支持機能と復元機能と
が別々に発揮されるように構成されている。
[0004] The latter device is as shown in FIG. 6 (b), is composed of a linear guide and rail q 1 and the coil spring q 2 and attenuator (damper) q 3 Prefecture, and is separately Restore the load supporting function It is configured to be exercised.

【0005】[0005]

【発明が解決しようとする課題】前記積層ゴムアイソレ
ータにおいては、積層ゴムの水平剛性が断面積で決定さ
れ、長周期化すると積層ゴムの設計ができない。また大
変形時には積層ゴムの転倒が生じる。更にゴムは可燃性
であって耐火処置を施す必要があり、更にまた軽い重量
の個人住宅への適用は難しい。
In the above-mentioned laminated rubber isolator, the horizontal rigidity of the laminated rubber is determined by the cross-sectional area, and if the period becomes longer, the laminated rubber cannot be designed. At the time of large deformation, the laminated rubber may fall down. In addition, rubber is flammable and must be fire resistant, and is also difficult to apply to light weight private homes.

【0006】後者のリニアガイド及びレールとコイルば
ねとを使用した免震装置では、装置が大きくなり、大き
な変位を生じるので、復元性を賦与するためのコイルば
ねの本数が多くなり、取付け長さが長くなる等、コイル
ばねの設計が難しい。図7は地震による建物周期と建物
応答加速度との関係を示すものである。本発明は前記従
来技術の問題点に鑑みて提案されたもので、その目的と
するところは、高い支持能力を保持して水平方向の変形
が可能で、小さな水平力による水平方向の変形性能が大
で復元性に優れ、固有周期の設定、調整が容易な建物の
免震装置を提供する点にある。
In the latter seismic isolation device using a linear guide and rail and a coil spring, the size of the device is increased and large displacement is caused. Therefore, the number of coil springs for imparting restorability is increased, and the mounting length is increased. It is difficult to design the coil spring, for example, it becomes longer. FIG. 7 shows the relationship between the building cycle due to the earthquake and the building response acceleration. The present invention has been proposed in view of the problems of the prior art described above, and the object thereof is to be able to deform in the horizontal direction while maintaining a high supporting ability, and to have a horizontal deformation performance due to a small horizontal force. An object of the present invention is to provide a seismic isolation device for a building that is large, has excellent resilience, and can easily set and adjust a natural period.

【0007】[0007]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る建物の免震装置は、上下面に夫々曲率
を有し、同上下各曲率面に、同面と同一曲率の円弧運動
案内レールを固定した中間ブロックと、同中間ブロック
を挟んで夫々建物側及び基礎側に配設され、且つ前記各
案内レールと対をなす円弧運動案内ガイドが装架された
上下各ブロックとから構成されている。
In order to achieve the above-mentioned object, a seismic isolation device for a building according to the present invention has a curvature on each of upper and lower surfaces, and each of the upper and lower curvature surfaces has the same curvature as the same surface. An intermediate block to which the circular motion guide rail is fixed, and upper and lower blocks on which the circular motion guide guide paired with the respective guide rails are respectively disposed on the building side and the foundation side with the intermediate block interposed therebetween. It is composed of

【0008】請求項2の発明は、前記上下ブロックと、
同両ブロックに挟着された前記中間ブロックとを組み合
わせた装置を、互いに方向の異なる方向に重層して構成
されている。
The invention according to claim 2 is characterized in that the upper and lower blocks include:
An apparatus combining the intermediate block sandwiched between the two blocks is configured to be stacked in directions different from each other.

【0009】[0009]

【発明の実施の形態】以下、本発明を図面に示す本発明
の好ましい実施の形態について説明する。建物Aの1つ
の柱A′の下に設置し、柱A′が支持する荷重を本免震
装置が支持できる後述のガイドの数を設計するととも
に、建物Aの全方向の揺れに対して免震効果を発揮させ
るための、装置を後述のように二段重ねにする。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below with reference to the drawings. It is installed under one column A 'of the building A, and the number of guides described below that can support the load supported by the column A' by the seismic isolation device is designed. In order to exert the seismic effect, the devices are stacked in two stages as described below.

【0010】従って建物Aの柱A′の下に固定されてい
る上部ブロックBと基礎C上に固定された下部ブロック
Dと、上下面に曲率を持つ中間ブロックEを一体として
前記建物Aの柱A′下に設置する。なお図2においては
上下ブロックは上下部各ブロックB、Cの図示が省略さ
れている。前記中間ブロックEにおける上下一双の曲面
板1、2は1方向にのみ曲率を有し、曲率を有する方向
に円弧運動案内レール3が固定され、同案内レール3は
上下各ブロックB、Dにアンカーボルト4等を介し定着
されたガイド5に摺動自在に挿貫されている。従って前
記上下一双の曲面板1、2を具えた中間ブロックEは円
弧運動案内レール3と前記ガイド5とを介して1方向に
運動が可能となっている。
Accordingly, the upper block B fixed below the column A 'of the building A, the lower block D fixed on the foundation C, and the intermediate block E having a curvature on the upper and lower surfaces are integrally formed. Installed below A '. In FIG. 2, the upper and lower blocks do not show the upper and lower blocks B and C. The upper and lower curved plates 1 and 2 in the intermediate block E have a curvature only in one direction, and the arcuate motion guide rail 3 is fixed in the direction having the curvature, and the guide rail 3 is anchored to the upper and lower blocks B and D. It is slidably inserted through a fixed guide 5 via a bolt 4 or the like. Accordingly, the intermediate block E having the upper and lower curved plates 1 and 2 can move in one direction through the circular motion guide rail 3 and the guide 5.

【0011】図3中、前記ガイド5に、前記レール3が
円滑に摺動しうるように同ガイド5に設けたレール3の
挿貫孔に配設されたボールベアリングである。なお同ボ
ールベアリング6の替わりに弗素樹脂等よりなる減摩材
を使用してもよい。従って地震時において建物が水平変
形しようとすると、前記各ブロックが回転運動を生起す
ることなく水平変位をし、ブロック間に挟まれている曲
面板が回転変位するだけとなる。この変位はガイド5と
前記レール3によって円滑に行なわれ、摩擦抵抗は小さ
い。このように変位すると前記案内レール3が曲率を持
っているので、支持荷重Gが法線方向力G1 と接線方向
力G2 に分解され、この接線方向に働く分力G2 によっ
て元の位置に戻ろうとする復元力機能が発生する。
In FIG. 3, a ball bearing is provided in the guide 5 so as to allow the rail 3 to slide smoothly in the insertion hole of the rail 3 provided in the guide 5. Instead of the ball bearing 6, a lubricating material made of fluorine resin or the like may be used. Therefore, when the building attempts to deform horizontally during an earthquake, each of the blocks makes a horizontal displacement without causing a rotational motion, and only the curved plate sandwiched between the blocks undergoes a rotational displacement. This displacement is smoothly performed by the guide 5 and the rail 3, and the frictional resistance is small. When the guide rail 3 is displaced in this manner, the guide rail 3 has a curvature, so that the supporting load G is decomposed into a normal force G 1 and a tangential force G 2 , and the component force G 2 acting in the tangential direction restores the original position. The resilience function that tries to return to the normal state occurs.

【0012】また本装置以外にコイルばね等の復元力機
構等を付加する必要がないので、装置が小さくでき、ユ
ニット化することができる。図中θは中間ブロックEの
回転角である。前記の装置は1方向にのみ変形するの
で、図5に示すように本装置を2つ、互いに異なる方向
に重層することによって2方向に亘って自由に変形しう
るものである。図中Fは中間取付ブロックで、その他前
記実施例と均等部分には同一符号が付されている。
Further, since it is not necessary to add a restoring force mechanism such as a coil spring in addition to the present device, the device can be reduced in size and can be unitized. In the drawing, θ is the rotation angle of the intermediate block E. Since the above-mentioned device is deformed only in one direction, as shown in FIG. 5, two devices can be freely deformed in two directions by layering them in different directions. In the figure, F is an intermediate mounting block, and other parts equivalent to those in the above embodiment are denoted by the same reference numerals.

【0013】[0013]

【発明の効果】本発明に係る建物の免震装置は前記した
ように、上下面に曲率を持った3体のブロック重合体を
建物側と基礎側との間に配設したことによって、高い支
持能力を保持して水平方向に変形可能であって、このと
き上下の2つのブロックは回転を生ぜず、水平及び上下
方向への変形が生じることがなく、中間ブロックは建物
側及び基礎側に曲率面を有し、同曲率面に同面と同一曲
率の円弧運動案内レールを設けたことによって、水平方
向の変形が円滑に行なわれ、摩擦抵抗が小さな水平地震
入力に対して水平方向の変形が可能であり、また曲率面
をもつことによって水平力がなくなると元の位置に戻
り、復元性能に優れており、復元力機能が不要となり、
装置の小型化、ユニット化が可能となる。
As described above, the seismic isolation device for a building according to the present invention has a high cost because three block polymers having curvature on the upper and lower surfaces are disposed between the building side and the foundation side. It can be deformed in the horizontal direction while retaining the supporting capacity. At this time, the upper and lower blocks do not rotate, there is no horizontal and vertical deformation, and the intermediate block is on the building side and the foundation side. By having a curved surface and providing an arcuate motion guide rail with the same curvature as the same surface, horizontal deformation is performed smoothly, and horizontal deformation due to horizontal earthquake input with small frictional resistance It is possible to return to the original position when the horizontal force disappears by having a curvature surface, and it has excellent restoring performance, and the restoring force function becomes unnecessary,
The device can be reduced in size and unitized.

【0014】また固有周期の設定が曲率変形の大きさの
みで設定できるので調整が簡単である。請求項2の発明
によれば、前記上下ブロックと、同両ブロックに挟着さ
れた中間ブロックとを組み合わせて構成した前記免震装
置を、互いに方向の異なる2方向に重層したことによっ
て、免震装置を2方向に独立して設計できるので、製作
が容易である。
Further, since the setting of the natural period can be set only by the magnitude of the curvature deformation, the adjustment is easy. According to the invention of claim 2, the seismic isolation device constructed by combining the upper and lower blocks and the intermediate block sandwiched between the two blocks is laminated in two different directions. Since the device can be designed independently in two directions, manufacture is easy.

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

【図1】本発明に係る建物の免震装置の一実施例を示す
縦断面図である。
FIG. 1 is a longitudinal sectional view showing an embodiment of a building seismic isolation device according to the present invention.

【図2】図1の要部を示す斜視図で、上下部ブロックが
省略されている。
FIG. 2 is a perspective view showing a main part of FIG. 1, in which upper and lower blocks are omitted.

【図3】図1のイ部拡大図である。FIG. 3 is an enlarged view of a part A of FIG.

【図4】本発明の免震装置の水平変形時の状態を示す縦
断面図である。
FIG. 4 is a longitudinal sectional view showing a state of the seismic isolation device of the present invention at the time of horizontal deformation.

【図5】本発明の装置を重層した状態を示す縦断面図で
ある。
FIG. 5 is a longitudinal sectional view showing a state where the devices of the present invention are layered.

【図6】(イ)(ロ)は夫々従来の免震装置の縦断面図
である。
FIGS. 6A and 6B are longitudinal sectional views of a conventional seismic isolation device.

【図7】免震構造の機能を示す概念図である。FIG. 7 is a conceptual diagram illustrating functions of a seismic isolation structure.

【符号の説明】[Explanation of symbols]

A 建物 A′ 柱 B 上部ブロック C 基礎 D 下部ブロック E 中間ブロック F 中間取付ブロック 1 曲面板 2 曲面板 3 円弧運動案内レール 4 アンカーボルト 5 ガイド 6 ボールベアリング p 積層ゴムアイソレータ p1 ダンパ q1 リニアガイド及びレール q2 コイルばね q3 減衰器A building A 'pillar B upper block C basal D lower block E midblock F intermediate mounting block 1 curved plate 2 curved plate 3 arc motion guide rail 4 anchor bolt 5 guide 6 ball bearing p laminated rubber isolator p 1 damper q 1 linear guide and rail q 2 coil spring q 3 attenuator

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 上下面に夫々曲率を有し、同上下各曲率
面に、同面と同一曲率の円弧運動案内レールを固定した
中間ブロックと、同中間ブロックを挟んで夫々建物側及
び基礎側に配設され、且つ前記各案内レールと対をなす
円弧運動案内ガイドが装架された上下各ブロックとから
なることを特徴とする建物の免震装置。
1. An intermediate block having upper and lower surfaces each having a curvature, and an upper and lower curvature surface on which an arcuate motion guide rail having the same curvature as the same surface is fixed, and a building side and a foundation side respectively sandwiching the intermediate block. A seismic isolation device for a building, comprising: upper and lower blocks on which are mounted an arcuate motion guide guide paired with each of the guide rails.
【請求項2】 前記上下ブロックと、同両ブロックに挟
着された前記中間ブロックとを組み合わせた装置を、互
いに方向の異なる方向に重層した請求項1記載の建物の
免震装置。
2. The seismic isolation device for a building according to claim 1, wherein a device combining the upper and lower blocks and the intermediate block sandwiched between the upper and lower blocks is layered in directions different from each other.
JP18765396A 1996-07-17 1996-07-17 Building seismic isolation device Expired - Fee Related JP3753264B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18765396A JP3753264B2 (en) 1996-07-17 1996-07-17 Building seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18765396A JP3753264B2 (en) 1996-07-17 1996-07-17 Building seismic isolation device

Publications (2)

Publication Number Publication Date
JPH1030359A true JPH1030359A (en) 1998-02-03
JP3753264B2 JP3753264B2 (en) 2006-03-08

Family

ID=16209864

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18765396A Expired - Fee Related JP3753264B2 (en) 1996-07-17 1996-07-17 Building seismic isolation device

Country Status (1)

Country Link
JP (1) JP3753264B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019019933A (en) * 2017-07-19 2019-02-07 オイレス工業株式会社 Base isolation support device
CN109577507A (en) * 2018-11-23 2019-04-05 江苏科技大学 Drum song energy-dissipating type metal damper
CN113530337A (en) * 2021-08-02 2021-10-22 重庆大学 Self-resetting concrete column with bowl-shaped structure and additional replaceable damper

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019019933A (en) * 2017-07-19 2019-02-07 オイレス工業株式会社 Base isolation support device
CN109577507A (en) * 2018-11-23 2019-04-05 江苏科技大学 Drum song energy-dissipating type metal damper
CN113530337A (en) * 2021-08-02 2021-10-22 重庆大学 Self-resetting concrete column with bowl-shaped structure and additional replaceable damper

Also Published As

Publication number Publication date
JP3753264B2 (en) 2006-03-08

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