Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPS6229589B2 - - Google Patents
[go: Go Back, main page]

JPS6229589B2 - - Google Patents

Info

Publication number
JPS6229589B2
JPS6229589B2 JP12729080A JP12729080A JPS6229589B2 JP S6229589 B2 JPS6229589 B2 JP S6229589B2 JP 12729080 A JP12729080 A JP 12729080A JP 12729080 A JP12729080 A JP 12729080A JP S6229589 B2 JPS6229589 B2 JP S6229589B2
Authority
JP
Japan
Prior art keywords
supported
supported object
rolling elements
force
expressed
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
Application number
JP12729080A
Other languages
Japanese (ja)
Other versions
JPS5754644A (en
Inventor
Masao Akimoto
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP12729080A priority Critical patent/JPS5754644A/en
Publication of JPS5754644A publication Critical patent/JPS5754644A/en
Publication of JPS6229589B2 publication Critical patent/JPS6229589B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

【発明の詳細な説明】 この発明は地震時における構造物の破壊、転倒
あるいは槽中の液体の溢出を防止するためこれら
を転動可能な物体により支持する免震支持装置に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a seismic isolation support device for supporting structures with rollable objects in order to prevent structures from being destroyed or overturned or overflowing of liquid in a tank during an earthquake.

従来のこの種の免震支持装置は球面の転動面を
有する転動体を用いたものが多くあるが、被支持
物に与える復元力は変位とともに増大するため地
震による振動エネルギーの吸収能力を小さくその
寸法が大きくなるという欠点がある。又、被支持
物や地震時に受ける最大加速度を小さくすると小
さな外力でも大きな変位を生じ、被支持物の振幅
が大きくなりやすい欠点があつた。
Conventional seismic isolation support devices of this type often use rolling elements with spherical rolling surfaces, but since the restoring force applied to the supported object increases with displacement, the ability to absorb vibration energy due to earthquakes is reduced. It has the disadvantage of increasing its size. Furthermore, if the maximum acceleration that the supported object receives during an earthquake is reduced, even a small external force causes a large displacement, and the amplitude of the supported object tends to increase.

この発明はこのような点を解消して転動体が被
支持物に与える復元力が変位に無関係にほぼ一定
になつて大きくならないようにし、被支持物が揺
れ難く、さらに被支持物に作用する加速度の値を
ほぼ所定値に保つことができる免震支持装置を提
供するものである。
This invention solves these problems and makes it possible for the restoring force exerted by the rolling elements on the supported object to remain almost constant regardless of displacement and not increase, thereby making it difficult for the supported object to sway and further acting on the supported object. The present invention provides a seismic isolation support device that can maintain the acceleration value at approximately a predetermined value.

以下図面を参照しながらこの発明の一実施例に
ついて説明する。
An embodiment of the present invention will be described below with reference to the drawings.

この発明の一実施例を示す第1図において、1
0は転動可能な転動体で、水平な平面よりなる支
持面11と被支持物12の水平な平面よりなる被
支持面13間に配置させてある。転動体10は第
2図の断面線図に示すように中心Oすなわち後述
する極座標の原点に対して上下対称の表面形状を
なし、上下に配置する1対の曲面部15と上下に
設けた小さい平面部16により構成されている。
曲面部15は次の関数を極座標平面上に画いて得
られる曲線を母線としてθ=π/2の動径を軸と
して回転して得られる回転面により形成され延長
部分は点線で表わしてある。その関数はrを動径
として表わす変数、θをラジアンで表わした角度
の変数とし、r0、θ、αを正の定数とした場合
次のようになる。
In FIG. 1 showing an embodiment of the present invention, 1
Reference numeral 0 denotes a rolling element which can roll and is arranged between a supporting surface 11 which is a horizontal plane and a supported surface 13 which is a horizontal plane of the supported object 12. As shown in the cross-sectional diagram of FIG. 2, the rolling element 10 has a surface shape that is vertically symmetrical with respect to the center O, that is, the origin of polar coordinates to be described later. It is constituted by a flat part 16.
The curved surface portion 15 is formed by a rotating surface obtained by rotating a radius vector of θ=π/2 using a curve obtained by drawing the following function on a polar coordinate plane as a generating line, and the extended portion is indicated by a dotted line. The function is as follows, where r is a variable expressed as a radius vector, θ is an angle variable expressed in radians, and r 0 , θ 0 , and α are positive constants.

r=r0e〓(0-) ……(1) (1)式で表わされる関数は一般的に第3図に示す
ような指数渦線になるものである。一般にθ
どんな値でもよいが、 θ=tan-11/α ……(2) となるようにするとこの関数を表わす曲線の接線
が水平になる点Aの極座標が定数r0、θと一致
するものである。又、αは例えば0.2や0.3等一般
に1より小さい値であることが望ましい。このよ
うな関数による曲線を母線としてθがπ/2の方
向を軸として回転する場合点Aの位置よりθが大
きくなると凹面になり実用上の意味がなくなるた
めこの範囲は平面部16により結んである。
r=r 0 e〓 (0-) ...(1) The function expressed by equation (1) generally becomes an exponential vortex line as shown in Figure 3. In general, θ 0 can be any value, but if we set it so that θ 0 =tan -1 1/α...(2), then the polar coordinates of point A, where the tangent to the curve representing this function is horizontal, are constants r 0 and θ It is equal to 0 . Further, it is desirable that α is generally a value smaller than 1, such as 0.2 or 0.3. When rotating around a direction in which θ is π/2 using a curve created by such a function as a generating line, if θ becomes larger than the position of point A, the surface becomes concave and has no practical meaning, so this range is connected by the flat part 16. be.

次に第4図に示すように被支持物12が支持面
11に対して矢印uで示すように水平方向に変位
していると転動体10と支持面11及び被支持面
13間に十分な摩擦力があつてすべりを生じない
場合転動体10は転動して図示のように傾斜して
いる。この場合転動体10には被支持物12の重
量に基づく力Wが上方から作用し支持面11から
はその重力と等しい反力による力Wが上方へ作用
する。又、支持面11と被支持物12の被支持面
13には転動体10から及ぼされる摩擦力に基づ
く力Fが互いに反対方向に図示のように作用す
る。転動体10はそれぞれ上下の接触点C,Dで
方向が反対で同一の大きさの力Fを受けることに
なりこの転動体10の受ける力W及び力Fによる
モーメントはつり合つている。したがつて、接触
点C,D間の上下方向及び水平方向の距離を表わ
す長さをそれぞれH,Lとすれば WL=FH ……(3) の関係が成立する。ここで長さH,Lは(1)式の接
触点Cにおけるそれぞれ接線と法線の原点Oまで
の距離の2倍に等しいものであるから、これより
力Fの値が次のように求められる。
Next, as shown in FIG. 4, if the supported object 12 is displaced horizontally with respect to the supporting surface 11 as indicated by the arrow u, there will be sufficient space between the rolling elements 10, the supporting surface 11, and the supported surface 13. When the frictional force is applied and no sliding occurs, the rolling elements 10 roll and are inclined as shown. In this case, a force W based on the weight of the supported object 12 acts on the rolling element 10 from above, and a force W due to a reaction force equal to the gravity acts upward from the supporting surface 11. Further, a force F based on the frictional force exerted from the rolling elements 10 acts on the supporting surface 11 and the supported surface 13 of the supported object 12 in opposite directions as shown in the figure. The rolling elements 10 are each subjected to forces F of the same magnitude but in opposite directions at the upper and lower contact points C and D, and the moments due to the force W and the force F received by the rolling elements 10 are balanced. Therefore, if the lengths representing the vertical and horizontal distances between contact points C and D are H and L, respectively, the relationship WL=FH (3) holds true. Here, the lengths H and L are equal to twice the distance of the tangent and normal to the origin O at the contact point C in equation (1), respectively, so from this, the value of the force F can be calculated as follows. It will be done.

(1)式を原点Oを中心とする直交座標(x、y)
で表わすと √22=e(C1-tan-1) ……(4) となり、ここで eC1=r0e〓〓0 である。(4)式を微分すると次式が得られる。
Expression (1) in Cartesian coordinates (x, y) centered on the origin O
Expressed as √ 2 + 2 = e (C1-tan-1) ...(4), where e C1 = r 0 e〓〓 0 . Differentiating equation (4) yields the following equation.

y′=dy/dx=dy−x/dx−y…
…(5) 又、 (3)、(6)、(7)式より F=L/HW=αW ……(8) が得られる。この力Fは被支持物12には復元力
として作用しその大きさは被支持物12の変位に
は無関係で一定の値となるものである。(1)式で表
わされる関数は偶然のものではなくL/Hが定数
αとなる曲線を求めた結果得られたものである。
すなわち、(6)、(7)式を参照して得られる微分方程
式 α(y−y′x)=yy′+x ……(9) の解を求めたものである。次にαの値が同一のN
個の転動体10に支持される被支持物12に作用
する全復元力Fは被支持物12の全重量をW、全
質量をM、重力の加速度をgで表わし、個々の転
動体10から受ける復元力をFi、個々の転動体
10の支持する重量をWiとすると となる。すなわち、全復元力Fは転動体10の接
触点がどこにあつてもその位置に無関係で一定の
値αgMとなるものである。又、被支持物12の
受ける加速度aは a=αg の一定の値である。被支持物12が復元力Fによ
り最初の位置に復帰すると速度が増加してきてい
るため慣性により反対側へ変位し転動体10が反
対方向へ転動する。この場合復元力Fと加速度a
はその向きを変えるが、その絶対値は同じであ
る。したがつて、被支持物12の水平方向の変位
Xに対して復元力F及び加速度aは第5図及び第
6図に示すようになる。被支持物12が水平方向
の変位Xになつた状態で有するポテンシヤルエネ
ルギEPは EP=αXW=FX である。この値はXがX1の場合第5図に斜線を
施した面積で表わされる。
y'=dy/dx=dy-x/dx-y...
…(5) Also, From equations (3), (6), and (7), F=L/HW=αW...(8) is obtained. This force F acts on the supported object 12 as a restoring force, and its magnitude is unrelated to the displacement of the supported object 12 and has a constant value. The function expressed by equation (1) is not a coincidence, but is obtained as a result of finding a curve in which L/H is a constant α.
That is, the solution of the differential equation α(y-y'x)=yy'+x...(9) obtained by referring to equations (6) and (7) is obtained. Next, N with the same value of α
The total restoring force F acting on the supported object 12 supported by the individual rolling elements 10 is expressed by W representing the total weight of the supported object 12, M representing the total mass, and g representing the acceleration of gravity. If the restoring force received is Fi, and the weight supported by each rolling element 10 is Wi, then becomes. That is, the total restoring force F is a constant value αgM regardless of the position of the contact point of the rolling element 10. Further, the acceleration a that the supported object 12 receives is a constant value of a=αg. When the supported object 12 returns to the initial position due to the restoring force F, since the speed has increased, it is displaced to the opposite side due to inertia, and the rolling elements 10 roll in the opposite direction. In this case, restoring force F and acceleration a
changes its direction, but its absolute value remains the same. Therefore, the restoring force F and acceleration a with respect to the horizontal displacement X of the supported object 12 are as shown in FIGS. 5 and 6. The potential energy E P that the supported object 12 has when it is displaced X in the horizontal direction is E P =αXW=FX. This value is expressed by the shaded area in FIG. 5 when X is X1 .

従来の免震支持装置では被支持物の変位Xに対
する復元力F及び加速度aは例えば第5図及び第
6図にそれぞれ鎖線で示すように変化する。この
ような従来の場合被支持物の変位に対するポテン
シヤルエネルギーEPはこの発明の同一の変位の
場合に比較して約1/2になるものである。一般
に物体の振動エネルギーはその最大振幅時にすべ
てポテンシヤルエネルギーEPになるものであ
る。したがつて、被支持物の振動エネルギーが同
一の場合従来の免震支持装置では少くとも最大復
元力と変位のいずれか一方又は両方がこの発明の
ものより大きくなる必要があつて、被支持物が破
壊したり転倒したりしやすいものである。この発
明では最大復元力と最大加速度を最小におさえな
がら最も少い変位で振動エネルギーをすべてポテ
ンシヤルエネルギーEPに変換することができ
る。すなわち、従来の免震支持装置とこの発明の
免震支持装置とでは実用上中型地震に対するもの
と大型地震に対するものあるいは地盤が悪い所で
使用するものと良い所で使用するもの程度の相違
があり、従来のものが予想外の振動により被支持
物が破壊したり転倒してもこの発明によればこれ
を防止することができるものである。
In the conventional seismic isolation support device, the restoring force F and acceleration a relative to the displacement X of the supported object change, for example, as shown by the chain lines in FIGS. 5 and 6, respectively. In such a conventional case, the potential energy E P for the displacement of the supported object is approximately 1/2 that of the present invention for the same displacement. Generally, the vibrational energy of an object becomes the potential energy E P at its maximum amplitude. Therefore, when the vibration energy of the supported object is the same, it is necessary for the conventional seismic isolation support device to have at least one or both of the maximum restoring force and displacement larger than that of the present invention. It is easy to break or fall over. In this invention, all vibrational energy can be converted into potential energy E P with the least amount of displacement while minimizing the maximum restoring force and the maximum acceleration. In other words, there are practical differences between the conventional seismic isolation support device and the seismic isolation support device of the present invention in terms of how they can be used against medium-sized earthquakes and large earthquakes, or whether they can be used in places where the ground is bad or where the ground is good. Even if the supported object breaks or falls over due to unexpected vibrations in conventional devices, this invention can prevent this from happening.

この発明の免震支持装置は例えば第7図に示す
ように被支持物12として建築物をそれぞれαの
値の等しい多数の転動体10により支持するよう
に構成したり、第8図に示すように被支持物12
として屋外設置物である油タンクを同様な多数の
転動体10で支持したり、第9図に示すように被
支持物12としてコンピユーター等の屋内設置物
を同様な多数の転動体10で支持する場合等に実
施することができる。一般にこのような場合転動
体10はαの等しいものが3個以上用いてあるこ
とが望ましい。又、転動体10以外に公知のオイ
ルダンパーや摩擦制振機のような振動減衰装置を
併用して最高性能の免震装置を構成することもで
きる。又、建築物や油タンクのような屋外設置物
で風力を受ける被支持物12を支持する場合の復
元力が最大風荷重よりやや大きい値になるように
αの値を決めておけばそれ以下の風力に対しては
全く動かないようにすることができる。又、コン
ピユーターのような屋内設置物の場合にも日常作
用する最大荷重よりやや大きい復元力になるよう
にしておけば免震支持装置を設けたことによつて
被支持物12が動くのを防止できるものである。
The seismic isolation support device of the present invention may be configured such that a building is supported as the supported object 12 by a large number of rolling elements 10 each having the same value of α, as shown in FIG. 7, or as shown in FIG. Supported object 12
As shown in FIG. 9, an oil tank which is an outdoor installation is supported by a similar number of rolling elements 10, and an indoor installation such as a computer is supported by a similar number of rolling elements 10 as a supported object 12, as shown in FIG. This can be done in certain cases. Generally, in such a case, it is desirable that three or more rolling elements 10 having the same α are used. Further, in addition to the rolling elements 10, a vibration damping device such as a known oil damper or a friction damper may be used in combination to construct a seismic isolation device with the highest performance. Also, if the value of α is determined so that the restoring force when supporting a supported object 12 that is exposed to wind force by an outdoor installation such as a building or an oil tank is a value slightly larger than the maximum wind load, It is possible to make it not move at all against the wind force. Also, in the case of an indoor installation such as a computer, if the restoring force is set to be slightly larger than the maximum load that is applied on a daily basis, the movement of the supported object 12 can be prevented by providing a seismic isolation support device. It is possible.

この発明においては例えば転動体10の上面に
平面部16を設けることなく曲面部15の上端付
近に接続した球面になるように構成してもよく、
転動体10の曲面部15に凹凸が形成してあつた
り、転動体10の転動時支持面11及び被支持面
13と接触する可能性のある表面の少くとも半分
以上がほぼ前述した曲面部15に沿うように形成
してあればよい。
In this invention, for example, the upper surface of the rolling element 10 may be configured to have a spherical surface connected to the vicinity of the upper end of the curved surface portion 15 without providing the flat portion 16.
The curved surface portion 15 of the rolling element 10 is formed with irregularities, and at least half of the surface that may come into contact with the supporting surface 11 and the supported surface 13 during rolling of the rolling element 10 is substantially the above-mentioned curved surface portion. It is sufficient if it is formed along the line 15.

この発明は前述したように構成してあるから、
地震時に被支持物12に作用する復元力や加速度
を変位に無関係にほぼ一定にすることができ、振
幅を最小におさえ、さらに被支持物12が風力そ
の他の通常受ける可能性のある力を受けても動か
ないようにできるという効果を有している。した
がつて、小型地震では被支持物12が大きく揺れ
ることなく、大型地震でも許容加速度以下に保ち
振幅が大きくならなくて破壊あるいは転倒や油等
の液体の溢出を防止して安心して使用できるもの
である。
Since this invention is configured as described above,
The restoring force and acceleration acting on the supported object 12 during an earthquake can be made almost constant regardless of displacement, the amplitude can be kept to a minimum, and the supported object 12 can be prevented from receiving wind force or other forces that may normally be received. It has the effect of being able to prevent it from moving even when it is in use. Therefore, in a small earthquake, the supported object 12 does not shake significantly, and even in a large earthquake, the acceleration is kept below the allowable amplitude, and the amplitude does not increase, preventing destruction, overturning, and overflow of liquids such as oil, so that it can be used with peace of mind. It is.

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

第1図はこの発明の一実施例を示す正面図、第
2図は転動体の断面線図、第3図は転動体の表面
を形成するための関数を示す線図、第4図は変位
を生じた状態の免震支持装置を示す正面図、第5
図は復元力を示す線図、第6図は加速度を示す線
図、第7図は建築物を支持した状態を示す正面
図、第8図は油タンクを支持した状態を示す正面
図、第9図はコンピユーターを支持した状態を示
す正面図である。 10は転動体、11は支持面、12は被支持
物、13は被支持面、15は曲面部、16は平面
部。
Fig. 1 is a front view showing an embodiment of the present invention, Fig. 2 is a cross-sectional diagram of a rolling element, Fig. 3 is a diagram showing a function for forming the surface of the rolling element, and Fig. 4 is a displacement diagram. Front view showing the seismic isolation support device in a state where
Figure 6 is a diagram showing restoring force, Figure 6 is a diagram showing acceleration, Figure 7 is a front view showing the state in which the building is supported, Figure 8 is a front view showing the state in which the oil tank is supported, and Figure 6 is the diagram showing the acceleration. FIG. 9 is a front view showing the state in which the computer is supported. 10 is a rolling element, 11 is a supporting surface, 12 is a supported object, 13 is a supported surface, 15 is a curved surface portion, and 16 is a flat portion.

Claims (1)

【特許請求の範囲】[Claims] 1 それぞれほぼ水平な支持面と被支持面間に配
置する転動体を有するものにおいて、前記支持面
と被支持面の運動により転動体が転動する場合支
持面及び被支持面と接触する可能性のある表面の
少くとも半分以上はrを動径として表わす変数、
θをラジアンで表わす角度の変数とし、r0、θ
、αを正の定数とした場合の極座標平面上の関
数r=r0e〓(0-)の画く曲線を母線とし、θ
=π/2の方向を軸として回転した場合できる回
転曲面を極座標の原点を中心にして上下対称に配
置させた場合できる表面にほぼ沿うようになつて
いることを特徴とする免震支持装置。
1. In a device that has rolling elements arranged between a supporting surface and a supported surface that are substantially horizontal, when the rolling elements roll due to the movement of the supporting surface and supported surface, there is a possibility that they will come into contact with the supporting surface and the supported surface. At least half of a certain surface has a variable where r is expressed as a radius,
Let θ be an angle variable expressed in radians, and r 0 , θ
0 , α is a positive constant, the curve drawn by the function r=r 0 e〓 (0-) on the polar coordinate plane is the generating line, and θ
A seismic isolation support device characterized in that a rotating curved surface formed when rotating around a direction of =π/2 approximately follows a surface formed when vertically symmetrically arranged around the origin of polar coordinates.
JP12729080A 1980-09-16 1980-09-16 Earth-quack-free supporting apparatus Granted JPS5754644A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12729080A JPS5754644A (en) 1980-09-16 1980-09-16 Earth-quack-free supporting apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12729080A JPS5754644A (en) 1980-09-16 1980-09-16 Earth-quack-free supporting apparatus

Publications (2)

Publication Number Publication Date
JPS5754644A JPS5754644A (en) 1982-04-01
JPS6229589B2 true JPS6229589B2 (en) 1987-06-26

Family

ID=14956301

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12729080A Granted JPS5754644A (en) 1980-09-16 1980-09-16 Earth-quack-free supporting apparatus

Country Status (1)

Country Link
JP (1) JPS5754644A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH035083U (en) * 1989-05-22 1991-01-18

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6354133B2 (en) * 2013-10-29 2018-07-11 オイレス工業株式会社 Seismic isolation support device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH035083U (en) * 1989-05-22 1991-01-18

Also Published As

Publication number Publication date
JPS5754644A (en) 1982-04-01

Similar Documents

Publication Publication Date Title
EP0838556B1 (en) Self-tuning type vibration damping apparatus
EP0834628A2 (en) Earthquake-proof object support device
JP2834980B2 (en) Seismic support structure for structures
JPH1046867A (en) Earthquake-resisting device
JPS6229589B2 (en)
JP7409809B2 (en) Tuned mass dampers and buildings
TW202503185A (en) Seismically suspended isolation device with displacement suppressing mechanism
JP4439694B2 (en) High-damping frame of high-rise building
JPS63297837A (en) Double acting vibration absorber
JPH10292671A (en) Rolling bearing structure of seismic isolation device
Barghian et al. A new approach to pendulum base isolation
JPS636361Y2 (en)
JPH033729Y2 (en)
JPS62188834A (en) Vibration damping supporter
JPS6026780A (en) Earthquake-proof support apparatus
RU2018568C1 (en) Device for seismic and vibration protection
JP4822121B2 (en) Seismic isolation structure
JPS6070276A (en) Earthquake-proof support apparatus
JPH09242820A (en) Seismic isolation support structure
JPH06307495A (en) Vibration control device
JPS6339459Y2 (en)
JP3202314B2 (en) Gravity restoration type two-way vibration damper
Plakhtienko Nonlinear one-dimensional seismodynamic model of a solid with shock absorbing supports
JPH0218455B2 (en)
JPH03217554A (en) Oscillation-proof floor