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JPH063072B2 - Seismic isolation device for buildings - Google Patents
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JPH063072B2 - Seismic isolation device for buildings - Google Patents

Seismic isolation device for buildings

Info

Publication number
JPH063072B2
JPH063072B2 JP22313587A JP22313587A JPH063072B2 JP H063072 B2 JPH063072 B2 JP H063072B2 JP 22313587 A JP22313587 A JP 22313587A JP 22313587 A JP22313587 A JP 22313587A JP H063072 B2 JPH063072 B2 JP H063072B2
Authority
JP
Japan
Prior art keywords
building
seismic isolation
isolation device
laminated
laminated rubbers
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 - Lifetime
Application number
JP22313587A
Other languages
Japanese (ja)
Other versions
JPS6466336A (en
Inventor
和行 片山
敏文 新納
博 清川
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 JP22313587A priority Critical patent/JPH063072B2/en
Publication of JPS6466336A publication Critical patent/JPS6466336A/en
Publication of JPH063072B2 publication Critical patent/JPH063072B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は建造物の免震装置に係るものである。The present invention relates to a seismic isolation device for a building.

(従来の技術) 従来の免震構造の建造物は一般に大地震に注目している
ため、地震入力が小さくなるように積層ゴムが介装され
て長周期で設計されている。
(Prior Art) Conventional seismic isolation structures generally focus on large earthquakes, and are therefore designed with a long period by interposing laminated rubber so that the earthquake input is small.

(発明が解決しようとする問題点) 従って前記従来の免震構造の建造物は、比較的多く発生
する強風や小地震時に、非免震構造の建造物に比して揺
れが大きくなり、居住性がよくないという問題点があ
る。
(Problems to be solved by the invention) Accordingly, the conventional seismic-isolated structure has a larger sway than a non-seismic-isolated structure when a relatively large amount of strong winds or small earthquakes occur. There is a problem that it is not good.

(問題点を解決するための手段) 本発明はこのような問題点を解決するために提案された
もので、建造物と基礎との間に介装された複数の夫々鉛
直方向変形特性の異なる積装ゴムと、前記建造物及び基
礎の対向面に配設され、磁性反撥力を生起する超電導電
磁石と、地震の大きさを検知し、前記超電導電磁石に与
える電流を調整し、前記複数の積層ゴムのうち所要数の
積層ゴムを建造物より離隔せしめる制御装置とより構成
されてなることを特徴とする建造物の免震装置に係るも
のである。
(Means for Solving Problems) The present invention has been proposed to solve such problems, and has a plurality of vertical deformation characteristics different from each other interposed between a building and a foundation. Laminated rubber, a superconducting electromagnet that is disposed on the opposing surfaces of the building and the foundation and that generates magnetic repulsion, an earthquake magnitude is detected, and the current applied to the superconducting electromagnet is adjusted to adjust the plurality of laminated layers. The present invention relates to a seismic isolation device for a building, which comprises a control device for separating a required number of laminated rubbers from the rubber from the building.

(作用) 本発明は前記したように構成されているので、地震発生
時、前記制御装置によって地震の大きさを検知すること
ともに、この検知信号によって建造物と基礎の対向面に
配設された超電導電磁石に与える電流を調整し、同両磁
石の磁性反撥力を調整することによって免震装置に作用
する軸力を調整し、前記建造部物と基礎との間に配設さ
れた夫々鉛直方向の変形特性の異なる複数の積層ゴムの
うち、一部の積層ゴムを構造物から離隔させて、前記建
造物及び基礎間において、鉛直方向特性の異なる複数の
積層ゴムのうち建造物を支持する数を制御して免震装置
の水平剛性を変化させるものである。
(Operation) Since the present invention is configured as described above, when the earthquake occurs, the control device detects the magnitude of the earthquake, and the detection signal is provided on the opposing surfaces of the building and the foundation. By adjusting the current applied to the superconducting electromagnets and adjusting the magnetic repulsion force of both magnets, the axial force acting on the seismic isolation device is adjusted, and the vertical direction is arranged between the building part and the foundation. Of the laminated rubbers having different deformation characteristics, some of the laminated rubbers are separated from the structure, and the number of supporting the building among the laminated rubbers having different vertical characteristics between the building and the foundation. Is controlled to change the horizontal rigidity of the seismic isolation device.

かくして比較的多く発生する風や小地震時には前記複数
の積層ゴムの全てを抵抗させて水平剛性を大きく保持
し、水平変形を小さくするものである。
Thus, when a relatively large amount of wind or a small earthquake occurs, all of the plurality of laminated rubbers are resisted to maintain a large horizontal rigidity and reduce a horizontal deformation.

また大地震時には前記超電導電磁石に電流を与えて生じ
る磁性反撥力によって建造物重量の一部を負担し、前記
複数の積層ゴムのうち一部の積層ゴムを建造物から離隔
させて抵抗をなくすことによって免震装置の水平剛性を
小さくして免震効果を発揮せしめ、建造物への地震入力
を減少させるものである。
Further, in the event of a large earthquake, a part of the weight of the building is borne by the magnetic repulsive force generated by applying a current to the superconducting electromagnet, and some of the plurality of laminated rubbers are separated from the building to eliminate resistance. This reduces the horizontal rigidity of the seismic isolation device to exert the seismic isolation effect and reduces the seismic input to the building.

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

(1)は建造物,(2)は基礎で,両者の間に一般の免震構造
に使用されている積層ゴム(3)で夫々垂直方向変形特性
の異なる複数個の積層ゴム(3A)(3B)(3C)を一組みとして
介装されるとともに、前記建造物(1)と基礎(2)との対向
面に強度な超電導電磁石(4)(4′)が配設されている。
(1) is a building, (2) is a foundation, and a plurality of laminated rubbers (3A) (3A) (3A) with different vertical deformation characteristics are used between them in a general seismic isolation structure. 3B) and (3C) are provided as a set, and strong superconducting electromagnets (4) and (4 ′) are arranged on the surfaces facing the building (1) and the foundation (2).

建造物(1)の内部または外部に配設され、地震の大きさ
を検知する変位計(図示せず)と、同変位計の検視信号
を受けて前記電磁石(4)(4′)に与える電流を調整する
装置とよりなる制御装置(5)が設けられている。
A displacement meter (not shown) that is installed inside or outside the building (1) and detects the magnitude of an earthquake, and receives the inspection signal of the displacement meter and applies it to the electromagnets (4) (4 ') A controller (5) consisting of a device for adjusting the current is provided.

而して地震発生時、前記制御装置(5)によって地震の大
きさを検知し、この検知信号に対応して前記電磁石(4)
(4′)に与える電流を調整し、同電磁石(4)(4′)によ
って生起する磁性反撥力を調整することにより、前記複
数の積層ゴムのうち一部の積層ゴム(3b)(3c)を建造物か
ら離隔させることにより、免震装置に作用する軸力を制
御して、同免震装置の水平剛性を変化させる。
When an earthquake occurs, the magnitude of the earthquake is detected by the control device (5), and the electromagnet (4) is detected in response to this detection signal.
By adjusting the current applied to (4 ′) and adjusting the magnetic repulsion force generated by the electromagnets (4) and (4 ′), some of the plurality of laminated rubbers (3b) (3c) Is separated from the building to control the axial force acting on the seismic isolation device and change the horizontal rigidity of the seismic isolation device.

比較的多く発生する強風や小地震時には、前記電磁石
(4)(4′)を全く作動させることなく、すべての積層ゴ
ム(3a)(3b),(3c)で水平抵抗せしめ、免震装置の剛性を
大きく保ち、水平変形を小さくして居住性を改善する。
(第2図参照) 大地震の発生時には前記制御部5によってこれを検知し
て、前記電磁石(4)(4′)に電流を送り、同両電磁石
(4),(4′)間に生起する磁性反撥力によって建造物(1)
を浮揚せしめることにより同建造物(1)の重量の一部を
負担し、前記複数の積層ゴム(3)のうち1個の積層ゴム
(3A)だけ有効に差用し、残りの2個の積層ゴム(3b)(3c)
は建造物(1)が浮揚しているために同建造物(1)から離隔
して水平抵抗がなくなり、かくして免震装置の水平剛性
が減少し、従来の積層ゴムの介装による免震構造の建造
物と同等の免震特性を発揮し、建造物(1)への地震入力
が減少する。(第3図参照) 第4図は免震装置に作用する軸力(鉛直力)と同装置の
水平剛性との関係を示し、(イ)は積層ゴム3が3個共有効
に機能する場合、(ロ)は2個の積層ゴム3が、(ハ)は1個
の積層ゴム(3)が機能する場合を示す。
In the case of relatively strong winds and small earthquakes, the electromagnet
(4) Without activating (4 ') at all, all laminated rubber (3a) (3b), (3c) are horizontally resisted to maintain the rigidity of the seismic isolation device and reduce horizontal deformation to make it more comfortable. To improve.
(Refer to FIG. 2) When a large earthquake occurs, the control unit 5 detects it and sends a current to the electromagnets (4) and (4 ′), and the two electromagnets
Structure (1) due to magnetic repulsion generated between (4) and (4 ′)
Part of the weight of the same building (1) is borne by levitating, and one laminated rubber among the plurality of laminated rubbers (3)
Effectively using only (3A), the remaining two laminated rubber (3b) (3c)
Is separated from the structure (1) because the structure (1) is levitated and the horizontal resistance of the structure (1) is reduced, thus reducing the horizontal rigidity of the seismic isolation device. The seismic isolation characteristics equivalent to those of the building are exhibited, and the seismic input to the building (1) is reduced. (See Fig. 3) Fig. 4 shows the relationship between the axial force (vertical force) acting on the seismic isolation device and the horizontal rigidity of the device. (A) shows the case where three laminated rubbers 3 function effectively. , (B) show two laminated rubbers 3 and (c) one laminated rubber (3).

第5図は積層ゴム1個乃至3個介装されて機能する場合
の従来の免震構造と本発明に係る免震装置における建造
物の水平変位と剪断力との関係を示し、小地震の場合に
はaがAに、中地震の場合にはbがBにと夫々水平変形
量が減少している。
FIG. 5 shows the relationship between the horizontal displacement of a building and the shearing force in the conventional seismic isolation structure and the seismic isolation device according to the present invention when one to three laminated rubbers are interposed and functioning. In the case, a is A, and in the case of a medium earthquake, b is B, and the horizontal deformation amount decreases.

(発明の効果) 本発明に係る建造物の免震装置においては前記したよう
に、建造物と基礎との間に夫々鉛直方向変形特性の異な
る複数の積層ゴムを介装するとともに、両者の対向面に
超電導電磁石を配設し、地震の大きさによって前記超電
導電磁石に与える電流を調整し、前記複数の積層ゴムの
うりち所要数の積層ゴムを建造物より離隔せしめる制御
装置を設けることによって、免震装置に作用する軸力を
調整し、水平抵抗する前記積層ゴムの数を制御して免震
装置の水平剛性を変化させ、比較的多く発生する強風や
小地震時には免震装置の水平剛性を大きく保持し、建造
物の揺れを少なくして居住性の向上を計り、大地震時に
は従来の建造物の建造物と同等の免震効果を発揮せし
め、建造物への地震入力を減少せしめるものである。
(Effect of the Invention) As described above, in the seismic isolation device for a building according to the present invention, a plurality of laminated rubbers having different vertical deformation characteristics are respectively interposed between the building and the foundation, and the two are opposed to each other. By disposing a superconducting electromagnet on the surface, adjusting the current applied to the superconducting electromagnet depending on the magnitude of the earthquake, and by providing a control device for separating the required number of laminated rubbers of the plurality of laminated rubbers from the building, Adjusting the axial force acting on the seismic isolation device and controlling the number of the laminated rubbers that horizontally resist to change the horizontal rigidity of the seismic isolation device, and the horizontal rigidity of the seismic isolation device when a relatively large amount of strong wind or small earthquake occurs. , Which reduces the shaking of the building to improve the habitability and shows the same seismic isolation effect as the structure of the conventional building during a large earthquake, and reduces the seismic input to the building. Is.

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

第1図は本発明に係る建造物の免震装置の一実施例を示
す縦断面図、第2図及び第3図は夫々第1図の部分Xの
詳細図で夫々小変形時並びに大変形時の状態を示す。大
4図は本発明の免震装置の軸力と水平剛性との関係を示
す図表、第5図は本発明の免震装置の水平変位と剪断力
との関係を示す図表である。 (1)…建造物、(2)…基礎 (3)(3A)(3B)(3C)…積層ゴム (4)(4′)…超電導電磁石、(5)…制御装置
FIG. 1 is a longitudinal sectional view showing an embodiment of a seismic isolation device for a building according to the present invention, and FIGS. 2 and 3 are detailed views of a portion X of FIG. 1, respectively, for a small deformation and a large deformation. Indicates the state of time. FIG. 4 is a diagram showing the relationship between the axial force and horizontal rigidity of the seismic isolation device of the present invention, and FIG. 5 is a diagram showing the relationship of horizontal displacement and shear force of the seismic isolation device of the present invention. (1)… Building, (2)… Foundation (3) (3A) (3B) (3C)… Laminated rubber (4) (4 ′)… Superconducting electromagnet, (5)… Control device

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】建造物と基礎との間に介装された夫々鉛直
方向変形特性の異なる複数の積層ゴムと、前記建造物及
び基礎の対向面に配設され、磁性反撥力を生起する超電
導電磁石と、地震の大きさを検知し、前記超電導電磁石
に与える電流を調整して前記複数の積層ゴムのうち所要
数の積層ゴムを建造物より離隔せしめる制御装置とより
構成されてなることを特徴とする建造物の免震装置。
1. A plurality of laminated rubbers, which are interposed between a building and a foundation and have different vertical deformation characteristics, and a superconducting material which is disposed on the facing surfaces of the building and the foundation and produces magnetic repulsion. It is comprised of an electromagnet and a control device that detects the magnitude of an earthquake and adjusts the current applied to the superconducting electromagnet to separate a required number of laminated rubbers from the plurality of laminated rubbers from a building. Seismic isolation device for buildings.
JP22313587A 1987-09-08 1987-09-08 Seismic isolation device for buildings Expired - Lifetime JPH063072B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22313587A JPH063072B2 (en) 1987-09-08 1987-09-08 Seismic isolation device for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22313587A JPH063072B2 (en) 1987-09-08 1987-09-08 Seismic isolation device for buildings

Publications (2)

Publication Number Publication Date
JPS6466336A JPS6466336A (en) 1989-03-13
JPH063072B2 true JPH063072B2 (en) 1994-01-12

Family

ID=16793342

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22313587A Expired - Lifetime JPH063072B2 (en) 1987-09-08 1987-09-08 Seismic isolation device for buildings

Country Status (1)

Country Link
JP (1) JPH063072B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10199950B1 (en) 2013-07-02 2019-02-05 Vlt, Inc. Power distribution architecture with series-connected bus converter

Also Published As

Publication number Publication date
JPS6466336A (en) 1989-03-13

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