JP2761646B2 - Seismic isolation device for buildings - Google Patents

Seismic isolation device for buildings

Info

Publication number
JP2761646B2
JP2761646B2 JP7297289A JP7297289A JP2761646B2 JP 2761646 B2 JP2761646 B2 JP 2761646B2 JP 7297289 A JP7297289 A JP 7297289A JP 7297289 A JP7297289 A JP 7297289A JP 2761646 B2 JP2761646 B2 JP 2761646B2
Authority
JP
Japan
Prior art keywords
seismic isolation
isolation device
holding cylinder
damper
damping
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
JP7297289A
Other languages
Japanese (ja)
Other versions
JPH02248549A (en
Inventor
進 黒田
孝壽 菊田
好晴 清原
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.)
NITSUTA KK
Original Assignee
NITSUTA 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 NITSUTA KK filed Critical NITSUTA KK
Priority to JP7297289A priority Critical patent/JP2761646B2/en
Publication of JPH02248549A publication Critical patent/JPH02248549A/en
Application granted granted Critical
Publication of JP2761646B2 publication Critical patent/JP2761646B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、各種建造物の底部分に設置して、地震な
どの際に建造物の揺れを少なくしたり、揺れを早くしず
めたりするのに使用する、建造物用免震装置に関するも
のである。
[Detailed description of the invention] [Industrial application field] The present invention is installed at the bottom of various buildings to reduce the shaking of the building in the event of an earthquake or to reduce the shaking faster. The present invention relates to a seismic isolation device for a building, which is used for:

〔従来の技術〕[Conventional technology]

従来の建造物用免震装置は、揺れを少なくするための
免震材(アイソレータ)と、揺れを早く止めるためのダ
ンパーを別個に構成し、別個に設置するのが一般的であ
った。
Conventional seismic isolation devices for buildings generally comprise a seismic isolation material (isolator) for reducing the shaking and a damper for stopping the shaking quickly, and are separately installed.

この従来例の場合には、免震材とダンパーを別個に設
置する作業工程が複雑になり、作業性が悪いと共に、嵩
低く設置することができなかった。
In the case of this conventional example, the work process of separately installing the seismic isolation material and the damper becomes complicated, the workability is poor, and the device cannot be installed low.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

そこでこの発明では、免震材とダンパーを一緒に組み
込んだ免震装置を設置することにより、設置作業が容易
であると共に、嵩低く設置でき、さらに必要に応じて減
衰作用の調節可能な建造物用免震装置を提供しようとす
るものである。
Therefore, according to the present invention, by installing a seismic isolation device in which a seismic isolation material and a damper are incorporated together, the installation work is easy, the building can be installed in a low volume, and the damping action can be adjusted as necessary. To provide a seismic isolation device.

〔課題を解決するための手段〕[Means for solving the problem]

そこでこの発明では建造物用免震装置を、上下に配し
たソウルプレートの間に中空状の免震材を介在させると
共に免震材の中空部に於いて、上ソウルプレートより垂
下された保持筒の上部に配したバネによって保持筒下部
に接続している減衰棒を下方に押圧しているダンパーを
設け、前記減衰棒の下端面と下ソウルプレートが当接し
ている構造とした。
Therefore, in the present invention, a seismic isolation device for a building is provided by interposing a hollow seismic isolator between upper and lower soul plates and holding cylinders suspended from the upper soul plate in the hollow portion of the seismic isolator. A damper is provided which presses down the damping bar connected to the lower part of the holding cylinder by a spring disposed on the lower side of the holding tube, and the lower end surface of the damping bar is in contact with the lower soul plate.

またこの建造物用免震装置は、保持筒の上部に調節ね
じを螺合させてバネ圧を調節するようにして実施できる
他、減衰棒の下端面と接触する下ソウルプレート面を平
坦形状にしたり、凹凸形状にしたりして実施できる。
In addition, this seismic isolation device for buildings can be implemented by adjusting the spring pressure by screwing an adjusting screw on the upper part of the holding cylinder, and by flattening the lower soul plate surface that contacts the lower end surface of the damping rod. Or, it can be carried out by making it uneven.

〔作 用〕(Operation)

上記の構成とした建造物用免震装置は、免震材とダン
パーが一緒に組み込まれているため、施工の際に免震材
とダンパーを別々に設置する必要がなく、施工を容易に
行うことができると共に設置面積が少なくて済み、コン
パクトに設置できる。また、バネ圧を変えることにより
減衰作用を調節することもできる。
The seismic isolation device for buildings with the above configuration incorporates the seismic isolation material and the damper together, so there is no need to separately install the seismic isolation material and the damper during construction, facilitating construction. And can be installed in a compact space. Also, the damping action can be adjusted by changing the spring pressure.

〔実施例〕〔Example〕

以下この発明の構成を実施例として示した図面に従っ
て説明する。
Hereinafter, the configuration of the present invention will be described with reference to the drawings shown as embodiments.

この免震装置は、地震などによって発生した振動を建
造物に緩めて伝えるようにした免震材(1)と、免震材
(1)の中空部(2)に設けた、ダンパー(3)より成
り建造物の揺れを早く緩めるようにしている。
This seismic isolation device includes a seismic isolation material (1) that loosens and transmits vibration generated by an earthquake or the like to a building, and a damper (3) provided in a hollow portion (2) of the seismic isolation material (1). The structure is designed to reduce the shaking of the building quickly.

免震材(1)は鋼板(1a)とゴム(1b)を何層にも積
層した構造で、略円筒状に形成している。
The seismic isolation material (1) has a structure in which a steel plate (1a) and rubber (1b) are laminated in multiple layers, and is formed in a substantially cylindrical shape.

ダンパー(3)は、上ソウルプレート(4)より垂下
された保持筒(5)の上部に配したバネ(6)によって
保持筒下部に接続している減衰棒(7)を下方に押圧
し、且つ減衰棒(7)の下端面と下ソウルプレート
(8)が当接している構造になっている。
The damper (3) presses down the damping rod (7) connected to the lower part of the holding cylinder by a spring (6) arranged on the upper part of the holding cylinder (5) suspended from the upper soul plate (4), The lower soul plate (8) is in contact with the lower end surface of the attenuation rod (7).

すなわち、上ソウルプレート(4)に嵌合させて固定
した保持筒(5)内にバネ(6)を挿入すると共にその
下側に鋼棒などの強度の大な材料より成る減衰棒(7)
の上部を挿入して、前記バネ(6)により減衰棒(7)
を下ソウルプレート(8)に押圧している。
That is, a spring (6) is inserted into a holding cylinder (5) fitted and fixed to an upper soul plate (4), and a damping rod (7) made of a high-strength material such as a steel rod is provided below the spring (6).
Insert the upper part of the damping rod (7) by the spring (6).
Is pressed against the lower soul plate (8).

さらに保持筒(5)の上部に調節ねじ(9)を螺合さ
せており、調節ねじ(9)の挿入深さを調節することに
より必要なバネ(6)圧を得ることができるようにして
いる。
Further, an adjusting screw (9) is screwed into the upper part of the holding cylinder (5), and a necessary spring (6) pressure can be obtained by adjusting the insertion depth of the adjusting screw (9). I have.

また、減衰棒(7)の下端面と接触する下ソウルプレ
ート(8)面は平坦形状として実施できる他、適宜の凹
凸(10)形状にして実施できる。
In addition, the lower soul plate (8) surface which is in contact with the lower end surface of the attenuation rod (7) can be implemented as a flat shape or an appropriate uneven (10) shape.

下ソウルプレート(8)面を平坦形状にした場合でも
減衰棒(7)と下ソウルプレート(8)は摩擦抵抗を有
するが、材質によっては凹凸(10)形状にした方が摩擦
抵抗はより増大する。
Even when the surface of the lower soul plate (8) is flat, the damping bar (7) and the lower soul plate (8) have a frictional resistance. I do.

前記の凹凸(10)形状は、たとえば同芯円状の多くの
リブを突出形成したり、多くの小突起を形成したり、種
々の状態として形成することができる。
The irregularities (10) can be formed, for example, by protruding many concentric ribs, by forming many small projections, or in various states.

次に、上記構造とした建造物用免震装置の使用状態を
説明する。
Next, the usage state of the building seismic isolation device having the above structure will be described.

この免震装置は第1図に示す様に、床はり(11)と受
け台(12)の間に介在させて設置されるものであり、地
震の際には免震材(1)の作用で建造物に伝わる振動を
緩和する。
As shown in Fig. 1, the seismic isolation device is installed between the floor beam (11) and the cradle (12). Reduces vibration transmitted to the building.

地震が終わった際には建造物の揺れが保持筒(5)を
介して減衰棒(7)に伝わり減衰棒(7)が揺れるが、
減衰棒(7)の下端面が下ソウルプレート(8)と接触
しているため、減衰棒(5)は揺れにより下ソウルプレ
ート(8)面を大きな摩擦抵抗を有しながら擦る。この
摩擦抵抗により減衰棒(7)及び保持筒(5)に接続さ
れている建造物の揺れは早く止められることになる。
When the earthquake ends, the shaking of the building is transmitted to the damping bar (7) via the holding cylinder (5), and the damping bar (7) shakes.
Since the lower end surface of the damper bar (7) is in contact with the lower soul plate (8), the damper bar (5) rubs against the lower soul plate (8) surface with large frictional resistance due to shaking. Due to this frictional resistance, the swing of the building connected to the damping rod (7) and the holding cylinder (5) is quickly stopped.

尚、保持筒(5)内面には、減衰棒(7)との摩擦抵
抗を少なくするためにフッ素樹脂等の表面層を形成する
ことが望ましい。
In addition, it is desirable to form a surface layer such as a fluororesin on the inner surface of the holding cylinder (5) in order to reduce the frictional resistance with the damping rod (7).

〔発明の効果〕〔The invention's effect〕

この発明は上述のような構成を有するものであり、従
って、免震材(1)とダンパー(3)が一緒に組み込ま
れているため、施工が容易である共にコンパクトに嵩低
く設置できる。また、バネ(6)圧を変更することによ
り減衰効果の強弱を調節することが可能である。
The present invention has the above-described configuration. Therefore, since the seismic isolation member (1) and the damper (3) are incorporated together, the construction is easy and the device can be installed compactly and low-volume. Further, it is possible to adjust the strength of the damping effect by changing the spring (6) pressure.

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

第1図はこの発明に係る免震装置の縦断面図。第2図は
ダンパーの分解斜視図。 (1)……免震材、(2)……中空部、(3)……ダン
パー、(4)……上ソウルプレート、(5)……保持
筒、(6)……バネ、(7)……減衰棒、(8)……下
ソウルプレート、(9)……調節ねじ、(10)……凹凸
FIG. 1 is a longitudinal sectional view of a seismic isolation device according to the present invention. FIG. 2 is an exploded perspective view of a damper. (1) ... seismic isolation material, (2) ... hollow part, (3) ... damper, (4) ... upper soul plate, (5) ... holding cylinder, (6) ... spring, (7) )… Attenuation rod, (8)… Lower soul plate, (9)… Adjustment screw, (10)… Unevenness

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】上下に配したソウルプレートの間に中空状
の免震材を介在させると共に免震材の中空部に於いて、
上ソウルプレートより垂下させた保持筒の上部に配した
バネによって保持筒下部に接続している減衰棒を下方に
押圧しているダンパーを設け、前記減衰棒の下端面と下
ソウルプレートが当接していることを特徴とする建造物
用免震装置。
1. A hollow seismic isolator is interposed between soul plates arranged vertically and in a hollow portion of the seismic isolator,
A damper is provided which presses down a damping rod connected to the lower part of the holding cylinder by a spring disposed on the upper part of the holding cylinder which is suspended from the upper soul plate. A seismic isolation device for buildings, characterized in that:
【請求項2】保持筒の上部に調節ねじを螺合させてバネ
圧を調節するようにした請求項1記載の建造物用免震装
置。
2. The seismic isolation device for a building according to claim 1, wherein an adjusting screw is screwed into an upper portion of the holding cylinder to adjust a spring pressure.
【請求項3】減衰棒の下端面と接触する下ソウルプレー
ト面が平坦形状である請求項1又は2記載の建造物用免
震装置。
3. The seismic isolation device for a building according to claim 1, wherein the lower soul plate surface in contact with the lower end surface of the damping bar has a flat shape.
【請求項4】減衰棒の下端面と接触する下ソウルプレー
ト面が凹凸形状である請求項1又は2記載の建造物用免
震装置。
4. The seismic isolation device for a building according to claim 1, wherein the lower soul plate surface in contact with the lower end surface of the damping bar has an uneven shape.
JP7297289A 1989-03-23 1989-03-23 Seismic isolation device for buildings Expired - Lifetime JP2761646B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7297289A JP2761646B2 (en) 1989-03-23 1989-03-23 Seismic isolation device for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7297289A JP2761646B2 (en) 1989-03-23 1989-03-23 Seismic isolation device for buildings

Publications (2)

Publication Number Publication Date
JPH02248549A JPH02248549A (en) 1990-10-04
JP2761646B2 true JP2761646B2 (en) 1998-06-04

Family

ID=13504813

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7297289A Expired - Lifetime JP2761646B2 (en) 1989-03-23 1989-03-23 Seismic isolation device for buildings

Country Status (1)

Country Link
JP (1) JP2761646B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5765322A (en) * 1995-09-29 1998-06-16 Bridgestone Corporation Seismic isolation apparatus
KR100187527B1 (en) * 1996-07-19 1999-06-01 이종훈 Horizontal and vertical seismic isolation bearing
JPH10246287A (en) 1997-03-07 1998-09-14 Fujitsu Ltd Base leg construction

Also Published As

Publication number Publication date
JPH02248549A (en) 1990-10-04

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