JPH02112535A - Device for variable rigidity and variably rigid structure - Google Patents

Device for variable rigidity and variably rigid structure

Info

Publication number
JPH02112535A
JPH02112535A JP26337988A JP26337988A JPH02112535A JP H02112535 A JPH02112535 A JP H02112535A JP 26337988 A JP26337988 A JP 26337988A JP 26337988 A JP26337988 A JP 26337988A JP H02112535 A JPH02112535 A JP H02112535A
Authority
JP
Japan
Prior art keywords
piston
rod
column
rigidity
wall
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
JP26337988A
Other languages
Japanese (ja)
Other versions
JPH0686746B2 (en
Inventor
Shigeru Kikuchi
茂 菊池
Takuji Kobori
小堀 鐸二
Genichi Takahashi
元一 高橋
Naomiki Niwa
直幹 丹羽
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP26337988A priority Critical patent/JPH0686746B2/en
Publication of JPH02112535A publication Critical patent/JPH02112535A/en
Publication of JPH0686746B2 publication Critical patent/JPH0686746B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To improve reliability by fixing one of two cylinders, connected each other by a piston, to a column-and-beam frame and the other cylinder to a wall, and by making the rod-side pressure-oil chambers and the piston-side pressure-oil chambers of the both cylinders respectively connected through each other. CONSTITUTION:When a column-and-beam frame, formed of the columns 1 and the beam 2, is displaced, for instance, toward the right side making cylinders 4 and 5 separated each other, rod-side pressure-oil chambers (a) are contracted, while piston-side pressure-oil chambers (b) are enlarged. When an opening/closing valve 13 is held open, liquid in the rod-side pressure-oil chamber (a) moves to the piston-side pressure-oil chambers (b), making the rigidity at a wall 3 fail to work. When the opening/closing valve 13 is closed, the liquid is not allowed to flow, leaving pistons 7 locked and the rigidity of the wall is made to work effectively thereby.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は制置構造物に用いられる可変剛性装置および該
装置を用いた可変剛性構造物に関するもので、柱梁架構
とその中に組み込んだ壁またはブレース等の制置要素と
の接続状態を変えることにより、構造物の剛性を可変と
するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a variable rigidity device used in a restraining structure and a variable rigidity structure using the device, and relates to a column-beam frame and a variable-rigidity structure incorporated therein. The rigidity of the structure can be varied by changing the connection state with restraining elements such as walls or braces.

〔従来の技術〕[Conventional technology]

出願人は特開昭62−268479号において、従来の
受身の耐震方法でなく、感知した地震動に基づく応答予
測システムの判断のもとに建物自体の剛性を能動的に変
化させ、共振領域外または共振の少ない状態とし、建物
および建物内の機器、居住者等の安全を図った制置方法
を提案している。
In Japanese Patent Application Laid-Open No. 62-268479, the applicant actively changes the stiffness of the building itself based on the judgment of a response prediction system based on the detected seismic motion, instead of the conventional passive earthquake resistance method. We are proposing an installation method that minimizes resonance and ensures the safety of the building, its equipment, residents, etc.

また、剛性を変化させる手段としては、柱と梁で囲まれ
る構面内のブレースを伸縮させたり、ブレース自体の剛
性を可変としたり、あるいは柱または梁とブレースとの
連結状態のオン、オフの切換えにより架構の剛性を変化
させるものを種々提案している(特開昭63−7073
4号公報、特願昭61−258794号、特願昭62−
285069号、特願昭62−285070号、特願昭
62−289780号等参照)。
In addition, methods for changing the rigidity include expanding and contracting the braces within the structural surface surrounded by columns and beams, varying the rigidity of the braces themselves, and turning on and off the connection state of columns or beams and braces. Various proposals have been made for changing the rigidity of the frame by switching (Japanese Patent Application Laid-Open No. 63-7073).
Publication No. 4, Japanese Patent Application No. 61-258794, Japanese Patent Application No. 1987-
285069, Japanese Patent Application No. 62-285070, Japanese Patent Application No. 62-289780, etc.).

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

本発明は上述のような可変剛性建物における剛性可変の
一手段として、新たに設計および据付けが容易で、信頼
性が高く、維持管理の容易な可変剛性装置および該可変
剛性装置を組み込んだ可変剛性構造物を提供しようとす
るものである。
The present invention provides a new variable stiffness device that is easy to design and install, is highly reliable, and easy to maintain, and a variable stiffness device that incorporates the variable stiffness device, as a means of changing the stiffness in a variable stiffness building as described above. It is intended to provide a structure.

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

以下、本発明の概要を実施例に対応する図面の符号を用
いて説明する。
Hereinafter, an overview of the present invention will be explained using reference numerals in the drawings corresponding to the embodiments.

本発明の可変剛性装置は柱1および梁2とからなる柱梁
架構と該柱梁架構内の壁3またはブレースとの間に設置
される。装置は、1本のピストンロッド6でつながれる
2つのシリンダー4.5の一方を柱梁架構に、他方を壁
3にそれぞれ緩衝材10を介して固定し、両シリンダー
4.5のロッド側油圧室aどうしをロッド側連結管11
で連通させ、ピストン側油圧室すどうしをピストン側連
結管12で連通させている。さらに、ロッド側連結管1
1とピストン側連結管12とは開閉弁13を介して連結
されている。このような構成により、センサーやコンピ
ューター等からなる制御機構の指令により開閉弁13を
開閉させ、ピストン7の移動、拘束を制御することがで
き、柱梁架構と壁3またはブレースとの連結状態を調整
することにより、構造物架構の剛性を可変としている。
The variable rigidity device of the present invention is installed between a column-beam frame consisting of columns 1 and beams 2 and a wall 3 or a brace within the column-beam frame. The device consists of two cylinders 4.5 connected by one piston rod 6, one of which is fixed to a column-beam frame and the other to a wall 3 via a buffer material 10, and the rod-side hydraulic pressure of both cylinders 4.5 is fixed. The rod side connecting pipe 11 connects the chambers a to each other.
The piston-side hydraulic chambers are communicated with each other through a piston-side connecting pipe 12. Furthermore, the rod side connecting pipe 1
1 and the piston-side connecting pipe 12 are connected via an on-off valve 13. With this configuration, it is possible to open and close the on-off valve 13 and control the movement and restraint of the piston 7 in response to commands from a control mechanism consisting of sensors, computers, etc. By adjusting this, the rigidity of the structure frame is made variable.

〔実施例〕〔Example〕

次に図示した実施例について説明する。 Next, the illustrated embodiment will be described.

第1図の実施例は左右の柱1と上下の梁2で囲まれる構
面内に鉄筋コンクリート製(限定されない)の壁3を左
右の柱1および上側の梁2とは切り離した形に設け、壁
3の上端と上側の梁2との間に、本発明の装置を2セツ
ト連結して設置している。
In the embodiment shown in FIG. 1, a wall 3 made of reinforced concrete (not limited to this) is provided within the structure surrounded by the left and right columns 1 and the upper and lower beams 2, separated from the left and right columns 1 and the upper beam 2. Two sets of devices of the present invention are connected and installed between the upper end of the wall 3 and the upper beam 2.

図においてシリンダー4とシリンダー5は1本のピスト
ンロッド6によりつながれている。各シリンダー4.5
内は、ロッド6の両端のピストン7でロッド側油圧室a
およびピストン側油圧室すに仕切られ、両シリンダー4
.5のロッド側油圧室aどうしおよびピストン側油圧室
すどうしをそれぞれロッド側連結管11およびピストン
側連結管12で連結し、連通させている。さらに、ロッ
ド側連結管11とピストン側連結管12は開閉弁13を
介してつな、かれている。
In the figure, cylinder 4 and cylinder 5 are connected by one piston rod 6. each cylinder 4.5
Inside, the pistons 7 at both ends of the rod 6 form a rod-side hydraulic chamber a.
and piston side hydraulic chamber, both cylinders 4
.. The rod-side hydraulic chambers a and the piston-side hydraulic chambers of No. 5 are connected by a rod-side connecting pipe 11 and a piston-side connecting pipe 12, respectively, to communicate with each other. Furthermore, the rod-side connecting pipe 11 and the piston-side connecting pipe 12 are connected via an on-off valve 13.

両シリンダー4.5は、それぞれ複数の緩衝材10を介
して断面コ字状の固定治具8,9に取付けられ、一方の
固定治具8が壁3の上端に、他方の固定治具9が梁2の
下面に固定されている。緩衝材10は特に限定されない
が、例えば上下2枚の金属リテーナ−間に金属製ワイヤ
ーロープを螺旋状に通した金属製の衝撃吸収バネ(商品
名「ショックマウント」、エアロフレックス社)などが
利用できる。
Both cylinders 4.5 are attached to fixing jigs 8 and 9 each having a U-shaped cross section via a plurality of cushioning materials 10, with one fixing jig 8 attached to the upper end of the wall 3 and the other fixing jig 9 attached to the upper end of the wall 3. is fixed to the bottom surface of beam 2. The cushioning material 10 is not particularly limited, but for example, a metal shock-absorbing spring (trade name "Shock Mount", manufactured by Aeroflex) with a metal wire rope spirally passed between two upper and lower metal retainers can be used. can.

作動状況等は次のようになる。The operating conditions are as follows.

(1)開閉弁13を開いた状態 柱梁架構が右へ移動したとき(図中、左側のシリンダー
4と右側のシリンダー5が離れる)には、両シリンダー
4.5のロッド側油圧室a側が縮み、ピストン側油圧室
す側が増える。開閉弁13が開いていれば、ロッド側油
圧室a側の液体はピストン側油圧室す側へスムーズに移
動し、壁3の剛性は効かない。柱梁架構が左へ移動した
ときは、液体は逆に流れる。
(1) Opening of on-off valve 13 When the column-beam frame moves to the right (in the figure, left cylinder 4 and right cylinder 5 are separated), the rod-side hydraulic chamber a side of both cylinders 4.5 is It contracts and the piston side hydraulic chamber increases. If the on-off valve 13 is open, the liquid in the rod-side hydraulic chamber a smoothly moves to the piston-side hydraulic chamber a, and the rigidity of the wall 3 is not effective. When the column-beam frame moves to the left, the liquid flows in the opposite direction.

(2)  開閉弁13を閉じた状態 上記の流れが止められるので、液体が流れず、ピストン
7はロックされた状態となり、壁3の剛性が効いて(る
(2) State where the on-off valve 13 is closed Since the above-mentioned flow is stopped, the liquid does not flow, the piston 7 is in a locked state, and the rigidity of the wall 3 is effective.

なお、本実施例では2セツトの装置を連結することによ
り、各シリンダー4.5の効き方を均一化するようにし
ている。
In this embodiment, by connecting two sets of devices, the effectiveness of each cylinder 4.5 is made uniform.

〔発明の効果〕〔Effect of the invention〕

■ 本発明の可変剛性装置は簡単な油圧機構により構成
されているため、制御が簡単で、信頼性も高く、維持管
理も容易である。
(2) Since the variable rigidity device of the present invention is constituted by a simple hydraulic mechanism, it is easy to control, highly reliable, and easy to maintain.

■ 2重シリンダーとし、間に緩衝材を設けることで、
弁の開閉に伴う衝撃を緩和することができる。
■ By using a double cylinder and providing a cushioning material in between,
It is possible to reduce the impact caused by opening and closing the valve.

■ 複数セット設置し、連結することにより、各シリン
ダーの効き方を均一にすることができる。
■ By installing multiple sets and connecting them, the effectiveness of each cylinder can be made uniform.

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

第1図は本発明の概要を示す正面図(一部所面図)であ
る。 1・・・柱、2・・・梁、3・・・壁、4.5・・・シ
リンダー6・・・ロッド、7・・・ピストン、8,9・
・・固定治具、10・・・緩衝材、11・・・ロッド側
連結管、12・・・ピストン側連結管、13・・・開閉
弁、
FIG. 1 is a front view (partial view) showing an outline of the present invention. 1... Column, 2... Beam, 3... Wall, 4.5... Cylinder 6... Rod, 7... Piston, 8, 9...
...Fixing jig, 10...Buffer material, 11...Rod side connecting pipe, 12...Piston side connecting pipe, 13...Opening/closing valve,

Claims (3)

【特許請求の範囲】[Claims] (1)構造物の柱梁架構と該柱梁架構内の壁との間に設
置される可変剛性装置であって、1本のピストンロッド
によりつながれる2つのシリンダーの一方を前記柱梁架
構に、他方を前記壁にそれぞれ緩衝材を介して固定し、
両シリンダーのロッド側油圧室どうしおよびピストン側
油圧室どうしをそれぞれロッド側連結管およびピストン
側連結管により連通させ、さらに前記ロッド側連結管と
ピストン側連結管とを制御機構からの指令により開閉す
る開閉弁を介して連結してあることを特徴とする可変剛
性装置。
(1) A variable rigidity device installed between a column-beam frame of a structure and a wall within the column-beam frame, which connects one of two cylinders connected by one piston rod to the column-beam frame. , the other is fixed to the wall via a cushioning material,
The rod-side hydraulic chambers and the piston-side hydraulic chambers of both cylinders are communicated with each other through a rod-side connecting pipe and a piston-side connecting pipe, respectively, and the rod-side connecting pipe and the piston-side connecting pipe are opened and closed by commands from a control mechanism. A variable rigidity device characterized by being connected via an on-off valve.
(2)前記柱梁架構内の壁をブレースに置き換えてなる
請求項1記載の可変剛性装置。
(2) The variable rigidity device according to claim 1, wherein the walls within the column-beam frame are replaced with braces.
(3)構造物の柱梁架構と該柱梁架構内の壁との間に請
求項1記載の可変剛性装置を複数設置してなる可変剛性
構造物。
(3) A variable-rigidity structure comprising a plurality of variable-rigidity devices according to claim 1 installed between a column-beam frame of a structure and a wall within the column-beam frame.
JP26337988A 1988-10-19 1988-10-19 Variable stiffness device Expired - Lifetime JPH0686746B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26337988A JPH0686746B2 (en) 1988-10-19 1988-10-19 Variable stiffness device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26337988A JPH0686746B2 (en) 1988-10-19 1988-10-19 Variable stiffness device

Publications (2)

Publication Number Publication Date
JPH02112535A true JPH02112535A (en) 1990-04-25
JPH0686746B2 JPH0686746B2 (en) 1994-11-02

Family

ID=17388672

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26337988A Expired - Lifetime JPH0686746B2 (en) 1988-10-19 1988-10-19 Variable stiffness device

Country Status (1)

Country Link
JP (1) JPH0686746B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0754356A (en) * 1993-08-13 1995-02-28 Kajima Corp Earthquake resistant structure for construction
JPH0754357A (en) * 1993-08-20 1995-02-28 Kajima Corp Eaerthquake resistant structure for construction

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0754356A (en) * 1993-08-13 1995-02-28 Kajima Corp Earthquake resistant structure for construction
JPH0754357A (en) * 1993-08-20 1995-02-28 Kajima Corp Eaerthquake resistant structure for construction

Also Published As

Publication number Publication date
JPH0686746B2 (en) 1994-11-02

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