JPH0452384A - Isolating device for vibration of building - Google Patents

Isolating device for vibration of building

Info

Publication number
JPH0452384A
JPH0452384A JP15967590A JP15967590A JPH0452384A JP H0452384 A JPH0452384 A JP H0452384A JP 15967590 A JP15967590 A JP 15967590A JP 15967590 A JP15967590 A JP 15967590A JP H0452384 A JPH0452384 A JP H0452384A
Authority
JP
Japan
Prior art keywords
seismic isolation
building
center
gravity
lead
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
JP15967590A
Other languages
Japanese (ja)
Other versions
JP2636950B2 (en
Inventor
Masatake Yomo
四方 正武
Tsugio Torii
次夫 鳥居
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 JP2159675A priority Critical patent/JP2636950B2/en
Publication of JPH0452384A publication Critical patent/JPH0452384A/en
Application granted granted Critical
Publication of JP2636950B2 publication Critical patent/JP2636950B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は建築物の免震装置に係るものである。[Detailed description of the invention] (Industrial application field) The present invention relates to a seismic isolation device for buildings.

(従来の技術) 第4図及び第5図は従来の免震装置に使用される免震部
材で、金属部材片(a)と弾性部材片ら)とを交互に積
層し、同積層体の中心部に鉛柱(C)を嵌装して構成さ
れている。このように構成された免震部材をその上下面
に配設した取付部材(イ)を介して建築物の基礎部と上
部構造部との間に取付けている。
(Prior art) Figures 4 and 5 show a seismic isolation member used in a conventional seismic isolation device, in which metal member pieces (a) and elastic member pieces) are alternately laminated. It is constructed by fitting a lead pillar (C) into the center. The seismic isolation member configured as described above is attached between the foundation and superstructure of the building via attachment members (a) disposed on the upper and lower surfaces thereof.

図中(e)は前記取付部材(d)に設けた取付孔である
(e) in the figure is a mounting hole provided in the mounting member (d).

前記免震部材の配置に際しては、免震装置の設置位置の
吸収エネルギに応じて、前記積層体の大きさや鉛柱の直
径を調整したり、あるいは支承位置を調整し、上部構造
物の重心位置と免震装置の重心位置とを一致せしめ、地
震時における建造物の振動を軽減するとともに、同建造
物の水平抵抗力の合力の作用点、χ、y両方向の剛性の
中心線の交点である重心と、慣性力の作用点である重心
との不一致による床のねじれ等を防止している。
When arranging the seismic isolation members, the size of the laminate and the diameter of the lead column may be adjusted depending on the absorbed energy at the installation location of the seismic isolation device, or the support position may be adjusted to improve the center of gravity of the superstructure. The position of the center of gravity of the seismic isolation device is aligned with the center of gravity of the seismic isolation device to reduce the vibration of the building during an earthquake. This prevents the floor from twisting due to mismatch between the center of gravity and the center of gravity, which is the point of action of inertial force.

(発明が解決しようとする課1!!り しかしながら前記従来の免震装置は、応力特性が均一に
なるような比較的単純な建築物の場合には有効であるが
、不整形で応力特性が不均一の建築物の場合には問題と
なる。
(Issue 1 to be solved by the invention!! However, the conventional seismic isolation device described above is effective in the case of relatively simple buildings with uniform stress characteristics, but it is effective for buildings with irregular shapes and stress characteristics. This becomes a problem in the case of non-uniform buildings.

即ち建築物の免震装置の設計に際しては、予め応力解析
をして重心位置を算出して、免震装置の重心位置が重心
位置に合致、または近くなるように免震装置を配設する
が、建築物が不整形で応力特性が不均一になる場合、当
初の設計より予期せぬ応力が作用することによって、当
初よりは重心位置と重心位置との間の変位量が増大し、
この変位量が大きくなるとよしれによる回転振動が生じ
、水平変形時に有効な履歴特性が発揮できず、これを制
御しようとすると別のダンパー装置を必要とする。
In other words, when designing a seismic isolation device for a building, the center of gravity is calculated by stress analysis in advance, and the seismic isolation device is installed so that the center of gravity of the device matches or is close to the center of gravity. When a building is irregularly shaped and has non-uniform stress characteristics, the amount of displacement between the center of gravity and the center of gravity increases compared to the original design due to unexpected stress acting on the building.
When this amount of displacement becomes large, rotational vibration occurs due to wobbling, and effective hysteresis characteristics cannot be exhibited during horizontal deformation, and an attempt to control this requires a separate damper device.

また建築物の規模に応して免震装置も大きくなり、且つ
免震部材の中央部に配設した鉛柱の直径が大きくなるの
で、ある程度の地震には効果が発揮されるが、小規模の
微振動ではエネルギを吸収するまでには至らず、免震効
果が期待できない。
In addition, the size of the seismic isolation device increases according to the scale of the building, and the diameter of the lead pillar installed in the center of the seismic isolation member increases, so it is effective against some earthquakes, but it is effective against small-scale earthquakes. Micro-vibrations cannot absorb enough energy, and a seismic isolation effect cannot be expected.

設置位置と吸収エネルギに即応した免震装置を設計する
ためには、免震部材の中央部の鉛柱の直径を加減したり
、積層部分の大きさを調整し、吸収エネルギを調整する
ため各種のサイズの免震部材を製作することとなる。こ
のためには製作用金型に多大のコストがかかるのである
程度基準化されたサイズの免震部材を配設することとな
るので、設計範囲が大雑把になり、免震構造の設計が困
難になるという問題点があった。
In order to design a seismic isolation device that is responsive to the installation location and absorbed energy, it is necessary to adjust the diameter of the lead column in the center of the seismic isolation member, adjust the size of the laminated part, and use various methods to adjust the absorbed energy. A seismic isolation member of the size will be manufactured. For this purpose, a large amount of cost is required for the manufacturing mold, and as it is necessary to install seismic isolation members of a somewhat standardized size, the design range becomes rough and it becomes difficult to design the seismic isolation structure. There was a problem.

本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、免震装置の配置位置に
対応して夫々の条件に合わせた特性を免震装置を構成す
る各免震部材単体に具備せしめることによって、免震構
造設計の合理化と免震効果の向上を図ることができる建
築物の免震装置を提供する点にある。
The present invention has been proposed in view of the problems of the prior art, and its purpose is to configure a seismic isolation device with characteristics tailored to each condition in accordance with the placement position of the seismic isolation device. The object of the present invention is to provide a seismic isolation device for a building that can rationalize the seismic isolation structure design and improve the seismic isolation effect by providing each seismic isolation member alone.

(課題を解決するための手段) 前記の目的を達成するため、本発明に係る建築物の免震
装置は、金属部片と弾性部片とを交互に重層してなる積
層体の同心円周上に沿って、複数の鉛柱嵌装用空洞を配
設して構成された免震部材を、建築物の基礎部と上部構
造物との間に介装するとともに、吸収エネルギに応じて
前記免震部材の空洞に嵌装される鉛柱の数を調整して構
成されている。
(Means for Solving the Problem) In order to achieve the above-mentioned object, the seismic isolation device for a building according to the present invention is provided on the concentric circumference of a laminate made of alternately layered metal pieces and elastic pieces. A seismic isolation member consisting of a plurality of cavities for fitting lead columns is interposed between the building foundation and the superstructure along the It is constructed by adjusting the number of lead columns fitted into the cavity of the member.

(作用) 本発明は前記したように建築物の基礎部と上部構造物と
の間に介装された免震部材における、金属部片と弾性部
片との積層体の同心円周上に沿って複数の鉛柱嵌装用空
洞が設けられているので、吸収エネルギに応じて各免震
部材の空洞に嵌装される鉛柱の数を調整して、同免震部
材群によって構成された免震装置の重心と、上部構造物
の重心との位置を合致せしめることによって、地震時に
おける床等のねじれに伴う回転振動の生起を抑制し、免
震装置の履歴特性を生かし、免震効果を発揮しうるもの
である。
(Function) As described above, the present invention provides a seismic isolation member interposed between a foundation and a superstructure of a building, along the concentric circumference of a laminate of metal pieces and elastic pieces. Since multiple cavities for fitting lead columns are provided, the number of lead columns fitted in the cavities of each seismic isolation member is adjusted according to the absorbed energy, and the number of seismic isolation members configured by the same group of seismic isolation members is adjusted. By aligning the center of gravity of the device with the center of gravity of the superstructure, rotational vibrations caused by torsion of floors during earthquakes are suppressed, and the seismic isolation device takes advantage of its historical characteristics to achieve a seismic isolation effect. It is possible.

また前記免震部材に嵌装される鉛柱は、同部材における
同心円周上に設けられた複数の空洞に嵌装されるので、
鉛柱の断面が小さくなり、地震時に免震装置に水平変形
が生起したとき、剪断変形以外に曲げ変形が加わり、小
地震時においても長周期でエネルギを吸収し、減衰しう
るものである。
Furthermore, since the lead columns fitted into the seismic isolation member are fitted into a plurality of cavities provided on the concentric circumference of the same member,
When the cross section of a lead column becomes smaller and horizontal deformation occurs in the seismic isolation device during an earthquake, bending deformation is added in addition to shear deformation, and even in the event of a small earthquake, energy can be absorbed and attenuated over a long period.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

第1図及び第2図において、囚は免震部材を示し、綱板
の如き金属部片(])とゴムの如き弾性部片(2)とを
交互に重層してなる積層体の同心円周上に沿って、複数
の垂直の鉛柱嵌装用空洞(3)が配設され、免震部材囚
の設置位置の吸収エネルギに応じて、同空洞(3)群の
うち所要の空洞(3)に鉛柱(4)が嵌装されている。
In Figures 1 and 2, the reference character indicates a seismic isolation member, which is the concentric circumference of a laminate made by alternately layering metal pieces ( ) such as rope plates and elastic pieces (2) such as rubber. Along the top, a plurality of vertical lead column fitting cavities (3) are arranged, and depending on the absorbed energy of the installation position of the seismic isolation member, the required cavity (3) among the cavities (3) group is arranged. A lead pole (4) is fitted in the top.

なお第2図は鉛柱(4)が3本と空洞(3)が3本とよ
りなる免震部材囚を示すが、本発明に使用される免を部
材囚はこの本数に限定されるものではない。
Although Fig. 2 shows a seismic isolation member consisting of three lead columns (4) and three cavities (3), the seismic isolation member used in the present invention is limited to this number. isn't it.

図中(5)は前記積層体の上下に配設された取付板であ
る。
In the figure, (5) is a mounting plate disposed above and below the laminate.

第3図は平面的に不整形の建築物に本発明を適用した場
合を示し、柱(6)の直下に前記免震部材囚が上下の取
付板(5)を介して、基礎部と上部構造物との間に配設
されている。
Figure 3 shows a case where the present invention is applied to a building with an irregular shape in plan view, in which the seismic isolation member is installed directly under the pillar (6) through the upper and lower mounting plates (5) to connect the foundation and upper part. It is placed between the structure.

前記免震部材^は建築物の免震設計による各社(6)位
置の吸収エネルギに応じて、鉛柱(4)の数が調整され
、図示の実施例においては、免震部材(A、)(A2)
及び(A、)において鉛柱(4)の数が減ぜられ、残余
の免震部材^が第1図及び第2図に示す3本の鉛柱(4
)が配設された部材より構成され、上部構造物の重心G
の位置と、免震位置の重心Rの位置とが合致、若しくは
近接するように構成されている。
The number of the seismic isolation members (4) is adjusted according to the absorbed energy of each company (6) position according to the seismic isolation design of the building, and in the illustrated embodiment, the seismic isolation members (A,) (A2)
and (A,), the number of lead columns (4) is reduced, and the remaining seismic isolation members ^ are reduced to three lead columns (4) shown in Figures 1 and 2.
) is arranged, and the center of gravity G of the superstructure is
The position of the base isolation position and the position of the center of gravity R of the seismic isolation position match or are configured to be close to each other.

また前記免震部材人は設置個所の吸収エネルギに応じて
所要の前記空洞(3)に鉛柱(4)が嵌装され、建築物
の上部構造物と基礎部との間における、上部構造物の柱
(6)の直下に配設されているので、鉛柱(4)が細く
なり、上部構造物が振動して免震装置に水平変形が生じ
た場合、剪断変形以外に曲げ変形が加わり、小地震時に
おいても長周期でエネルギを吸収して減衰効果を発揮す
る。
In addition, the seismic isolation members are fitted with lead columns (4) in the required cavities (3) according to the absorbed energy of the installation location, and are installed between the upper structure and the foundation of the building. Since the lead column (4) becomes thinner and the upper structure vibrates, horizontal deformation occurs in the seismic isolation device, bending deformation will be added in addition to shear deformation. , even in the event of a small earthquake, it absorbs energy over a long period and exhibits a damping effect.

(発明の効果) 本発明に係る建築物の免震装置においては前記したよう
に、建築物の基礎部と上部構造物との間に介装される、
金属部片と弾性部片とを交互に重層してなる積層体に、
同心円周上に沿って複数の鉛柱嵌装用空洞を配設し、吸
収エネルギに応じて同空洞に嵌装される鉛柱の数を調整
することによって、上部構造物の重心位置と免震装置の
重心位1とを合致、若しくは近接せしめ、各免震部材が
履歴特性を生かして地震時における振動エネルギの減衰
とダンパ効果を発揮することができる。
(Effects of the Invention) As described above, in the building seismic isolation device according to the present invention, the
A laminate consisting of alternating layers of metal pieces and elastic pieces,
By arranging multiple cavities for fitting lead columns along concentric circles and adjusting the number of lead columns fitted in the cavities according to the absorbed energy, the center of gravity of the superstructure and the seismic isolation system can be adjusted. By making the center of gravity 1 coincide with or close to the center of gravity 1, each seismic isolation member can utilize its hysteresis characteristics to attenuate vibration energy and exhibit a damper effect during an earthquake.

また上部構造物が振動して免震部材に水平変位を生起し
た際、同部材には剪断変形以外に曲げ変形が加わり、小
地震時においても免震効果が発揮される。
Furthermore, when the upper structure vibrates and horizontal displacement occurs in the seismic isolation member, the member undergoes bending deformation in addition to shearing deformation, and the seismic isolation effect is exerted even in the event of a small earthquake.

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

第1図は本発明に係る免震装置に使用される免震部材の
縦断面図で、第2図の矢視1−I図、第2図は前記免震
部材の横断平面図、第3図は本発明に係る免震装置を平
面が不整形の建築物に適用した平面図、第4図は従来の
免震部材の一部を欠截して示した斜視図、第5図はその
横断平面図である。 囚・・・免震部材、    (1)・・・金属部片、(
2)・・・弾性部片、    (3)・・・鉛柱嵌装用
空洞、(4)・・・鉛柱。 代理人 弁理士 岡 本 重 文 外1名
1 is a vertical sectional view of a seismic isolation member used in a seismic isolation device according to the present invention, a view taken along the arrow 1-I in FIG. 2, a cross-sectional plan view of the seismic isolation member, and a The figure is a plan view in which the seismic isolation device according to the present invention is applied to a building with an irregular planar surface, Fig. 4 is a perspective view showing a conventional seismic isolation member with a part cut away, and Fig. 5 is the same. FIG. Prisoner...Seismic isolation member, (1)...Metal piece, (
2)...Elastic piece, (3)...Cavity for fitting lead column, (4)...Lead column. Agent: Patent attorney Shige Okamoto (1 person)

Claims (1)

【特許請求の範囲】[Claims] 金属部片と弾性部片とを交互に重層してなる積層体の同
心円周上に沿って、複数の鉛柱嵌装用空洞を配設して構
成された免震部材を、建築物の基礎部と上部構造物との
間に介装するとともに、吸収エネルギに応じて前記免震
部材の空洞に嵌装される鉛柱の数を調整してなることを
特徴とする建築物の免震装置。
A seismic isolation member constructed by arranging a plurality of cavities for fitting lead columns along the concentric circumference of a laminate made of alternating layers of metal pieces and elastic pieces is installed at the foundation of a building. 1. A seismic isolation device for a building, characterized in that the number of lead columns interposed between the seismic isolation member and a superstructure is adjusted according to the absorbed energy.
JP2159675A 1990-06-20 1990-06-20 Building seismic isolation device Expired - Fee Related JP2636950B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2159675A JP2636950B2 (en) 1990-06-20 1990-06-20 Building seismic isolation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2159675A JP2636950B2 (en) 1990-06-20 1990-06-20 Building seismic isolation device

Publications (2)

Publication Number Publication Date
JPH0452384A true JPH0452384A (en) 1992-02-20
JP2636950B2 JP2636950B2 (en) 1997-08-06

Family

ID=15698878

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2159675A Expired - Fee Related JP2636950B2 (en) 1990-06-20 1990-06-20 Building seismic isolation device

Country Status (1)

Country Link
JP (1) JP2636950B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002322827A (en) * 2001-04-24 2002-11-08 Sekisui Chem Co Ltd Seismic isolation building
US8784133B2 (en) 2010-09-01 2014-07-22 Sumitomo Wiring Systems, Ltd. Connector
CN110748023A (en) * 2019-09-20 2020-02-04 夏璇捷 Tubular laminated rubber lead pole type damper

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6423504U (en) * 1987-07-31 1989-02-08

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6423504U (en) * 1987-07-31 1989-02-08

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002322827A (en) * 2001-04-24 2002-11-08 Sekisui Chem Co Ltd Seismic isolation building
US8784133B2 (en) 2010-09-01 2014-07-22 Sumitomo Wiring Systems, Ltd. Connector
CN110748023A (en) * 2019-09-20 2020-02-04 夏璇捷 Tubular laminated rubber lead pole type damper

Also Published As

Publication number Publication date
JP2636950B2 (en) 1997-08-06

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