JPH09177374A - Restoration equipment for preliminary tensile force provision type for seismic insulator of detached house - Google Patents

Restoration equipment for preliminary tensile force provision type for seismic insulator of detached house

Info

Publication number
JPH09177374A
JPH09177374A JP34121295A JP34121295A JPH09177374A JP H09177374 A JPH09177374 A JP H09177374A JP 34121295 A JP34121295 A JP 34121295A JP 34121295 A JP34121295 A JP 34121295A JP H09177374 A JPH09177374 A JP H09177374A
Authority
JP
Japan
Prior art keywords
hook
spring
rod
force
tensile
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.)
Withdrawn
Application number
JP34121295A
Other languages
Japanese (ja)
Inventor
Hiroshi Kurabayashi
浩 倉林
Jiro Ishida
二郎 石田
Nobuyuki Sone
信行 曽根
Toshio Komi
俊夫 小見
Akira Matsuda
明 松田
Daisuke Yaguchi
大輔 矢口
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.)
Mitsubishi Steel Mfg Co Ltd
Original Assignee
Mitsubishi Steel Mfg Co Ltd
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 Mitsubishi Steel Mfg Co Ltd filed Critical Mitsubishi Steel Mfg Co Ltd
Priority to JP34121295A priority Critical patent/JPH09177374A/en
Publication of JPH09177374A publication Critical patent/JPH09177374A/en
Withdrawn legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To control a preliminary tensile force and a restoring force by a construction wherein an outer tube with which one end of a tensil-e spring is engaged and an inner tube wherein a rod piercing the respective centers of a coned disk spring, a hook, etc. is fixed to the front end are fitted by shaking and the other end of the tensile spring is engaged with the hook. SOLUTION: A tensile spring 8 is provided between a hook 9 fitted to the end of an outer tube 6 and a hook 13, and a head 3 fitted to the end of an inner tube 1 and the end part of the outer tube 6 are brought into contact with a stopper 11. When a house is shaken and the tensile spring 8 stretches, the head 3 of the inner tube 7 pushes out the hook 13 through the intermediary of the stopper 11 and a coned disk spring 12. The tensile spring 8 being made to stretch, subsequently, a force of contraction acts as a force of restoration on a spherical bearing 1 in the direction of contraction through the intermediary of the head 3 and a rod 10. According to this constitution, the equipment suppresses shaking in a parallel direction and produces an appropriate damping effect, by providing it oppositely between the ground and a ground sill of the house. By changing a preliminary tensile length of the tensile spring 8, besides, it is possible to change a damping force, to make the equipment small in size and to dispose it in a narrow space.

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、地震が発生したと
きに、建物の揺れが所定の大きさを超えると作動を始
め、建物を元の位置に復元するように作動する戸建面震
装置用予張力型復元装置である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a detached seismic seismic device which starts to operate when the shaking of a building exceeds a predetermined magnitude when an earthquake occurs and operates so as to restore the building to its original position. It is a pre-tension type restoration device.

【0002】[0002]

【従来の技術】従来、建物が揺れると作動を始め、建物
を元の位置に復元するように作動する免震装置が種々提
案されている。例えば、特開平7−71109号はシリ
ンダーとプランジャーを摺動自在に組み込み、シリンダ
ー外周にコイルばねが巻かれた水平方向ばね機構が記載
されている。しかし、この機構は、シリンダとタイロッ
ドが外力によって伸び、その後、引張りばねの力によっ
て収縮した時に衝撃を受けるという問題があり、またプ
ランジャーの前端部に鎖またはワイヤー、タイロッドの
後端にアンカー等、多くの部品を必要とする問題があ
る。また、特公昭58−36145号に記載されたもの
は、架台の周囲に引張ばねを配置して予張力を有する復
元機構が記載されている。この装置は、架台とその周囲
に引張ばねを配置してそれを覆う必要があるので、広い
場所を占めるものである。さらに、特開昭56−703
59号には架台周囲に予圧縮されたばねを対向するよう
に取付けた免震装置が提案されている。この装置は予圧
縮ばねを対向して配置するため、多くのコイルばねと場
所を必要とするのが問題である。
2. Description of the Related Art Conventionally, various seismic isolation devices have been proposed which start to operate when a building shakes and operate so as to restore the building to its original position. For example, JP-A-7-71109 describes a horizontal spring mechanism in which a cylinder and a plunger are slidably incorporated and a coil spring is wound around the outer circumference of the cylinder. However, this mechanism has a problem in that the cylinder and the tie rod are impacted when they are stretched by an external force and then contracted by the force of a tension spring, and the chain or wire is attached to the front end of the plunger, and the anchor is attached to the rear end of the tie rod. , There is a problem that requires many parts. Further, Japanese Patent Publication No. 58-36145 describes a restoring mechanism having a pretension by arranging a tension spring around the pedestal. This device occupies a large area because it requires the pedestal and a tension spring to be placed around it to cover it. Furthermore, JP-A-56-703
No. 59 proposes a seismic isolation device in which pre-compressed springs are attached so as to face each other around a pedestal. This device is problematic in that it requires a lot of coil springs and space because the pre-compression springs are placed opposite.

【0003】[0003]

【発明が解決しようとする課題】本発明は、引張ばねが
伸びて収縮したときの衝撃が小さく、かつ、狭い場所で
も取付けが容易で、小型化された予張力導入型復元装置
を提供しようとするものである。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a pretension introduction type restoration device which has a small impact when a tension spring expands and contracts, is easy to install even in a narrow space, and has a small size. To do.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するため
の本発明の構成は、特許請求の範囲に記載のとおりの戸
建免震装置用予張力導入型復元装置である。それを要約
すると、外筒の外面に引張ばねを巻装し、その一端を外
筒の一端に係止し、皿ばね、ストッパーおよびフックの
各中心を貫通したロッドを前端に固着した内筒を摺動自
在に組み込み、上記引張ばねの他端を上記フックに係止
した戸建免震装置用予張力型復元装置である。上記皿ば
ね、ストッパーとフックがロッドの前端に滑るようにな
っており、更に、外筒の一端に設けたフックとロッドの
前端に滑るようになっているフックとにそれぞればねの
一端を係止し、ロッドの前端と外筒の一端に設けた上記
フックとの間にカバーを設けた上記戸建免震装置用予張
力型復元装置である。
The structure of the present invention for solving the above-mentioned problems is a pretension introduction type restoration device for a house isolation device as set forth in the appended claims. In summary, a tension spring is wound around the outer surface of the outer cylinder, one end of which is locked at one end of the outer cylinder, and an inner cylinder is secured to the front end by a rod that passes through the centers of the disc spring, stopper, and hook. It is a pretensioning type restoring device for a house isolation device in which the other end of the tension spring is locked to the hook so as to be slidable. The disc spring, the stopper and the hook are slid on the front end of the rod, and one end of the spring is locked by the hook provided on one end of the outer cylinder and the hook slid on the front end of the rod. However, the pretension type restoration device for a detached seismic isolation device has a cover provided between the front end of the rod and the hook provided at one end of the outer cylinder.

【0005】[0005]

【作用】上記構成を有することによって、本発明の装置
は、地震等の揺れに対して、ある一定の大きさになるま
では、ばねに作用する力がその予張力を超えないので制
震作用がなく、その大きさを超えた揺れに達すると制震
作用が発揮される。また強風によって建物を揺動させる
外力が作用してもその大きさが予張力を超えるまでは揺
動しない。
By virtue of having the above-mentioned structure, the device of the present invention has a vibration damping effect because the force acting on the spring does not exceed its pre-tension until it reaches a certain magnitude against shaking such as an earthquake. If there is no vibration, and the tremor exceeds its magnitude, seismic control is exerted. Even if an external force for rocking a building is applied by strong wind, it does not rock until its magnitude exceeds the pre-tension.

【0006】[0006]

【発明の実施の形態】図面を参照して本発明を具体的に
説明すると、図1〜図3は本発明の予張力導入型復元装
置の説明図である。図1はこの復元装置の平常状態、図
2は図1の装置の引張ばねが伸びた状態、図3は図1の
装置の引張ばねが縮んだ状態を示している。この復元装
置は、中心部に外筒6と内筒7とを備え、外筒6の一端
には、球面軸受14を有するフック9が設けられてお
り、内筒7の一端には外筒6の内部に入り得る大きさの
ヘッド3が設けられ、そのヘッド3には、ロッド10が
設けられ、このロッド10にはストッパー11、皿ばね
12およびフック13とが滑動できるように嵌合してお
り、ストッパー11は皿ばね12を介してフック13に
よって外筒端部の方へ押しつけられている。ロッド10
の他端にはフック15と球面軸受1がある。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail with reference to the drawings. FIGS. 1 to 3 are explanatory views of a pretensioning-type restoring device of the present invention. 1 shows the restoring device in a normal state, FIG. 2 shows the tension spring of the device of FIG. 1 in an expanded state, and FIG. 3 shows the tension spring of the device of FIG. 1 in a contracted state. This restoring device is provided with an outer cylinder 6 and an inner cylinder 7 at the center, a hook 9 having a spherical bearing 14 is provided at one end of the outer cylinder 6, and the outer cylinder 6 is provided at one end of the inner cylinder 7. Is provided with a head 3 which is large enough to fit inside, and a rod 10 is provided on the head 3, and a stopper 11, a disc spring 12 and a hook 13 are slidably fitted to the rod 10. The stopper 11 is pressed toward the outer cylinder end by the hook 13 via the disc spring 12. Rod 10
At the other end, there is a hook 15 and a spherical bearing 1.

【0007】外筒6の一端に設けられたフック9と、ロ
ッド10に滑動できるように嵌合しているフック13の
間には引張ばね8が設けられ、適当な予引張り力を与え
るように調整されている。フック9とフック15の間に
は伸縮可能なカバー2が設けられ、引張りばね全体を覆
っている。この予引張りばねの作動を説明すると、平常
状態は図1に示すように、内筒の一端に備えられたヘッ
ド3の端部と外筒6の端部がストッパー11に接触した
状態にある。建物の揺動が始まって予引張りばねが伸び
た状態は図2に示すように内筒7のヘッド3がストッパ
ー11、皿ばね12を介してフック13を押し出すので
フック13に一端が固定された引張りばね8が伸ばされ
る。その結果この引張りばね8が縮む力が内筒7の一端
のヘッド3、ロッド10を介して球面軸受1を縮む方向
に復元力(トリガー機能)として作用する。予引張りば
ねが平常状態より縮んだ状態は図3に示すように、内筒
7が外筒6の中に没し、その端部のヘッド3もストッパ
ー11から離れて外筒6の中に没した状態になる。この
状態では、ストッパー11は外筒6の端部に留っている
ので内筒7のヘッド3には何の力も作用せず、したがっ
てロッド10の端部にある球面軸受1にも何の力も作用
しない。
A tension spring 8 is provided between a hook 9 provided at one end of the outer cylinder 6 and a hook 13 slidably fitted to the rod 10 so as to provide an appropriate pre-pulling force. Has been adjusted. A stretchable cover 2 is provided between the hook 9 and the hook 15, and covers the entire tension spring. The operation of this pre-tension spring will be described. In the normal state, as shown in FIG. 1, the end of the head 3 and the end of the outer cylinder 6 provided at one end of the inner cylinder are in contact with the stopper 11. As shown in FIG. 2, the head 3 of the inner cylinder 7 pushes out the hook 13 through the stopper 11 and the disc spring 12 in the state where the building starts to swing and the pre-tension spring extends, so that one end is fixed to the hook 13. The tension spring 8 is stretched. As a result, the force of contraction of the tension spring 8 acts as a restoring force (trigger function) in the direction of contracting the spherical bearing 1 via the head 3 and the rod 10 at one end of the inner cylinder 7. As shown in FIG. 3, when the pre-tension spring is contracted from the normal state, the inner cylinder 7 is submerged in the outer cylinder 6, and the head 3 at the end of the pre-tension spring is also separated from the stopper 11 and submerged in the outer cylinder 6. It will be in the state of doing. In this state, since the stopper 11 remains at the end of the outer cylinder 6, no force acts on the head 3 of the inner cylinder 7, and therefore no force is exerted on the spherical bearing 1 at the end of the rod 10. Does not work.

【0008】この装置二個を一組として建物の地盤と、
揺動する建物の土台との間に互いに対向するように設置
することによって、この装置に平行な方向の揺動を抑制
することができる。したがって、この装置を必要な組数
だけ、必要な方向に設置することによって、適切な制震
作用(トリガー機能)を発揮することができる。また、
引張りばね8の予引張り長さを変えることによって、制
震力を変えることができる。
[0008] As a set of two of these devices,
By installing them so as to face each other with the base of the rocking building, rocking in a direction parallel to this device can be suppressed. Therefore, by installing this device in the required direction in the required number of sets, it is possible to exert an appropriate vibration control function (trigger function). Also,
The seismic damping force can be changed by changing the pre-tension length of the tension spring 8.

【0009】[0009]

【発明の効果】以上説明したように、本発明の装置はト
リガー機能をもっているので予張力、復元力が制御し易
い。また、球面軸受を使用しているので装置の長手方向
の水平移動以外の方向でも復元力を有する。更に、装置
の構造上、部品数が少なく、小型であるために、狭い場
所に配置することができる。
As described above, since the device of the present invention has the trigger function, the pretension and the restoring force can be easily controlled. Further, since the spherical bearing is used, it has a restoring force in a direction other than the horizontal movement in the longitudinal direction of the device. Further, because of the small number of parts and small size in the structure of the device, it can be arranged in a narrow place.

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

【図1】本発明の復元装置の一具体例(平常状態)の説
明図。
FIG. 1 is an explanatory diagram of a specific example (normal state) of a restoration device of the present invention.

【図2】図1の装置の引張ばねが伸びた状態の説明図。FIG. 2 is an explanatory view of a state where a tension spring of the device of FIG. 1 is expanded.

【図3】図1の装置の引張ばねが縮んだ状態の説明図。FIG. 3 is an explanatory view of a state in which the tension spring of the device of FIG. 1 is contracted.

【符号の説明】[Explanation of symbols]

1 球面軸受 2 カバー 3 ヘッド 4 皿ばね、または圧縮コイルばね等の弾性体 5 摩擦材 6 外筒 7 内筒 8 引張ばね 9 フック 10 ロッド 11 ストッパー 12 皿ばね 13 フック 14 球面軸受 15 フック 1 spherical bearing 2 cover 3 head 4 elastic body such as disc spring or compression coil spring 5 friction material 6 outer cylinder 7 inner cylinder 8 tension spring 9 hook 10 rod 11 stopper 12 disc spring 13 hook 14 spherical bearing 15 hook

フロントページの続き (72)発明者 小見 俊夫 東京都江東区辰己3−5−3 三菱製鋼株 式会社音・振動部内 (72)発明者 松田 明 東京都江東区辰己3−5−3 三菱製鋼株 式会社音・振動部内 (72)発明者 矢口 大輔 東京都江東区辰己3−5−3 三菱製鋼株 式会社音・振動部内Front page continuation (72) Inventor Toshio Omi 3-5-3 Tatsumi, Koto-ku, Tokyo Mitsubishi Steel Mfg. Co., Ltd. Sound and Vibration Department (72) Inventor Akira Matsuda 3-5-3 Tatsumi, Koto-ku, Tokyo Mitsubishi Steel (72) Inventor, Daisuke Yaguchi 3-5-3 Tatsumi, Koto-ku, Tokyo Mitsubishi Steel Mfg. Co., Ltd.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 外周に巻装した引張ばねの一端を係止し
た外筒と、皿ばね、ストッパーおよびフックの各中心を
貫通したロッドを前端に固着した内筒を摺動自在に組み
込み、上記引張ばねの他端を上記フックに係止したこと
を特徴とする戸建免震装置用予張力導入型復元装置。
1. An outer cylinder in which one end of a tension spring wound around the outer periphery is locked and an inner cylinder in which a rod penetrating the center of each of a disc spring, a stopper and a hook is fixed to the front end are slidably incorporated. A pretension introduction type restoration device for a house isolation device, characterized in that the other end of the tension spring is locked to the hook.
【請求項2】 外筒に対して内筒が収縮したとき、皿ば
ね、ロッドのストッパーとフックがロッドの前端に滑る
ように構成したことを特徴とする請求項1記載の戸建免
震装置用予張力導入型復元装置。
2. The detached seismic isolation device according to claim 1, wherein the disc spring, the rod stopper and the hook slide on the front end of the rod when the inner cylinder contracts with respect to the outer cylinder. Pre-tension introduction type restoration device.
【請求項3】 外筒の後端部に球面軸受およびフックを
設け、そのフックにばねの一端を係止し、ロッドの前端
部に球面軸受を設け、ロッドが貫通している上記フック
に、ばねの他端が係止されていることを特徴とする請求
項1または2記載の戸建面震装置用予張力導入型復元装
置。
3. A spherical bearing and a hook are provided at the rear end of the outer cylinder, one end of a spring is locked to the hook, and a spherical bearing is provided at the front end of the rod. The pretension introduction type restoration device for a detached surface seismic device according to claim 1 or 2, wherein the other end of the spring is locked.
【請求項4】 外筒におけるばねのフックからロッド前
端部に設けたフックまでを覆うカバーを有することを特
徴とする請求項1〜3の何れかに記載の戸建面震装置用
予張力型復元装置。
4. The pretensioning die for a detached surface seismic device according to claim 1, further comprising a cover that covers from a hook of a spring in the outer cylinder to a hook provided at a front end of the rod. Restoration device.
JP34121295A 1995-12-27 1995-12-27 Restoration equipment for preliminary tensile force provision type for seismic insulator of detached house Withdrawn JPH09177374A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34121295A JPH09177374A (en) 1995-12-27 1995-12-27 Restoration equipment for preliminary tensile force provision type for seismic insulator of detached house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34121295A JPH09177374A (en) 1995-12-27 1995-12-27 Restoration equipment for preliminary tensile force provision type for seismic insulator of detached house

Publications (1)

Publication Number Publication Date
JPH09177374A true JPH09177374A (en) 1997-07-08

Family

ID=18344252

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34121295A Withdrawn JPH09177374A (en) 1995-12-27 1995-12-27 Restoration equipment for preliminary tensile force provision type for seismic insulator of detached house

Country Status (1)

Country Link
JP (1) JPH09177374A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006026980A1 (en) * 2004-09-06 2006-03-16 Gerb Schwingungsisolierungen Gmbh & Co. Kg System for stabilizing supporting structures
CN109267806A (en) * 2018-10-25 2019-01-25 同济大学 Lower-prestressed Self-resetting energy dissipation brace
CN113048192A (en) * 2021-03-02 2021-06-29 中国大唐集团新能源科学技术研究院有限公司 Horizontal shaft wind turbine generator main shaft with vibration damping in segmented mode

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006026980A1 (en) * 2004-09-06 2006-03-16 Gerb Schwingungsisolierungen Gmbh & Co. Kg System for stabilizing supporting structures
CN109267806A (en) * 2018-10-25 2019-01-25 同济大学 Lower-prestressed Self-resetting energy dissipation brace
CN109267806B (en) * 2018-10-25 2024-04-26 同济大学 Low-prestress self-resetting energy dissipation support
CN113048192A (en) * 2021-03-02 2021-06-29 中国大唐集团新能源科学技术研究院有限公司 Horizontal shaft wind turbine generator main shaft with vibration damping in segmented mode

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Effective date: 20030304