JPS63180746A - Structure for vibration-proof floor - Google Patents
Structure for vibration-proof floorInfo
- Publication number
- JPS63180746A JPS63180746A JP1256887A JP1256887A JPS63180746A JP S63180746 A JPS63180746 A JP S63180746A JP 1256887 A JP1256887 A JP 1256887A JP 1256887 A JP1256887 A JP 1256887A JP S63180746 A JPS63180746 A JP S63180746A
- Authority
- JP
- Japan
- Prior art keywords
- vibration
- support frame
- torsion bar
- bar
- supported
- 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
Links
- 238000002955 isolation Methods 0.000 claims description 5
- 238000005452 bending Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 6
- 238000009408 flooring Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
- F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
- F16F15/06—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Aviation & Aerospace Engineering (AREA)
- Mechanical Engineering (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は外力による微振動や傾きを排除した防振床の構
造に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a structure of a vibration-proof floor that eliminates slight vibrations and inclinations caused by external forces.
(従来の技術)
今日、種々の精密測定機器や情報機器があり、これらの
機器に与える揺れおよび振動は建物レベル乃至床レベル
で遮断していた。その手段は、免震積層ゴム支承、空気
バネ等で建物乃至床版を支承するものであった。こうし
て固有振動周期に差を生じさせ、振動エネルギーを減衰
するものである。(Prior Art) Today, there are various precision measuring instruments and information instruments, and the shaking and vibrations imparted to these instruments are blocked at the building level or floor level. The means to do so was to support the building or floor slab with seismically isolated laminated rubber bearings, air springs, etc. In this way, a difference is created in the natural vibration period, and vibration energy is damped.
(発明が解決しようとする問題点)
しかし、上記従来の技術では水平振動、上下振動を減殺
しても、積載荷重の不平衡やロッキング振動による片側
の浮き上り対策は不充分であった。(Problems to be Solved by the Invention) However, in the above-mentioned conventional technology, even if horizontal vibration and vertical vibration are reduced, countermeasures against lifting of one side due to unbalanced load and rocking vibration are insufficient.
本発明は上記事情に鑑みてなされたもので、その目的は
、防振の効果を具え、かつ水平位置を能動的に保持し得
る防振床の構造を提供するにある。The present invention has been made in view of the above circumstances, and an object thereof is to provide a structure of a vibration-isolating floor that has a vibration-isolating effect and can actively maintain a horizontal position.
(問題点を解決するための手段)
上記目的を達成するために、本発明に係る防振床の構造
は、積層ゴム、空気バネ等の免震装置で支承した支持フ
レームと、基台に回動自在に支持したトーションバーと
を備え、支持フレームの両端部をトーションバーの各端
部に回動自在に係止してなるアンチロールバーを構成す
るのである。(Means for Solving the Problems) In order to achieve the above object, the structure of the vibration-proof floor according to the present invention includes a support frame supported by seismic isolation devices such as laminated rubber and air springs, The anti-roll bar includes a torsion bar supported in a freely movable manner, and both ends of a support frame are rotatably engaged with each end of the torsion bar.
望ましくは、前記支持フレームとトーションバーの係止
は、トーションバーの両端部を周方向と直角に曲成して
係止部を得、係止部に長孔を設けてこの長孔内に支持フ
レームに基部を固定した係止部を緩く挿通したことを特
徴とする。Preferably, the support frame and the torsion bar are locked by forming a locking part by bending both ends of the torsion bar at right angles to the circumferential direction, and providing a long hole in the locking part so that the torsion bar is supported in the long hole. It is characterized by loosely inserting a locking part whose base is fixed to the frame.
(作 用)
上記アンチロールバーは両端部を腕とした一本のトーシ
ョンバーであって、床材が傾斜すると、このアンチロー
ルバーは捩じられ、腕の部分に捩り角を生じる。この捩
れに対するアンチロールバーの反力が床材を水平に保つ
方向の力となって′作用する。(Function) The above-mentioned anti-roll bar is a single torsion bar with arms at both ends, and when the floor material inclines, this anti-roll bar is twisted and a torsion angle is created in the arm portion. The reaction force of the anti-roll bar against this twist acts as a force in the direction of keeping the flooring horizontal.
(実施例)
以下、本発明の好適な実施例について図面を参照にして
詳細に説明する。(Embodiments) Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.
第1図にアンチロールバー1について示し、基台2に固
定した支持片3に両端部を直角に屈曲したコテ状のトー
ションバー4を回動可能に支持する。そして、上記屈曲
した両端部には軸方向に穿設した長孔5設け、鉄鋼製の
支持フレーム6の両側から垂下し、この垂下部分の内側
へ水平に突設した係止部は、トーションバー4の両端部
長孔5内に遊嵌する。FIG. 1 shows an anti-roll bar 1, in which a support piece 3 fixed to a base 2 rotatably supports a trowel-shaped torsion bar 4 having both ends bent at right angles. Elongated holes 5 are provided in the bent end portions in the axial direction, and the locking portions that hang down from both sides of the steel support frame 6 and horizontally protrude inside the hanging portions are torsion bars. It loosely fits into the long holes 5 at both ends of 4.
叙述のアンチロールバー1と防振される床材8との関係
を第2図に示す。床材8は硬質塩化ビニール材で形成し
、床スラブを基台2として積層ゴム9で支承されている
。床材8は床レベルでの防振を得るために、既設の床ス
ラブ上に積層ゴム9を設け、その上端に支持フレーム6
を架設し、この支持フレーム6に床材8を載せて固定し
ているのである。FIG. 2 shows the relationship between the anti-roll bar 1 described above and the floor material 8 to be vibration-proofed. The floor material 8 is made of hard vinyl chloride material, and is supported by laminated rubber 9 using a floor slab as a base 2. In order to obtain vibration isolation at the floor level, the floor material 8 has a laminated rubber layer 9 installed on the existing floor slab, and a support frame 6 is attached to the upper end of the layered rubber layer 9.
is constructed, and the flooring material 8 is placed on this support frame 6 and fixed.
トーションバー4に係止する係止部7は支持フレーム6
の裏面に固定し、他方の支持片3は床スラブを基台2の
代わりにしてこれに固定している。The locking part 7 that locks on the torsion bar 4 is a support frame 6
The other support piece 3 is fixed to the floor slab in place of the base 2.
これらアンチロールバー1は床材8が本例では長方形な
ので、その各4辺に平行に、かつ各支持片3の中心線が
交差する点を積層ゴム9の中心軸にする四点に積層ゴム
9を配している。その様子は第3図に側面と底面とで示
すようになる。In these anti-roll bars 1, since the floor material 8 is rectangular in this example, the laminated rubber is placed at four points parallel to each of its four sides and with the center axis of the laminated rubber 9 at the point where the center lines of each support piece 3 intersect. 9 is placed. The situation is shown in FIG. 3 as a side view and a bottom view.
以上の構成によれば、床材8の左右両端部が同時に上下
する場合には、トーションバー4の両端部にある長孔5
内を係止部7が上下動し、これによりトーションバー4
は両端部とも同一角で支持片3を中心に回動運動するの
みであって、バネ作 、用が生じない。According to the above configuration, when both the left and right ends of the flooring 8 move up and down at the same time, the long holes 5 at both ends of the torsion bar 4
The locking part 7 moves up and down inside the torsion bar 4.
Both ends only rotate about the support piece 3 at the same angle, and no spring action occurs.
しかし、床材8に傾きが発生すると、一方の積層ゴム9
が縮み、他方の積層ゴム9が延び、左右の各係止部7は
互いに反対方向へ運動し、トーションバー4は捩られる
。このとき、トーションバー4が元の形に戻ろうとする
力が係止部7を介して床材8を水平に保つように働くの
である。However, if the floor material 8 is tilted, one of the laminated rubber 9
is contracted, the other laminated rubber 9 is extended, the left and right locking portions 7 move in opposite directions, and the torsion bar 4 is twisted. At this time, a force that causes the torsion bar 4 to return to its original shape acts via the locking portion 7 to keep the flooring 8 horizontal.
(効・ 果)
以上詳しく述べたように、本発明に係る防振床の構造に
よれば、免震装置で床材を支承しているので、通常の振
動エネルギーは吸収排除できる。(Effects/Effects) As described above in detail, according to the structure of the vibration-isolating floor according to the present invention, since the floor material is supported by the seismic isolation device, normal vibration energy can be absorbed and eliminated.
また、床材を支持する基台に回動自在に取付けたトーシ
ョンバーの両端を、支持フレームに回動自在に係止して
アンチロールバーを得ているので、床材の傾斜を阻止す
る作用が営まれ、重要機器を設置する部分床や除振台の
荷重分布に対する設計対応が軽減される効果がある。In addition, both ends of the torsion bar, which is rotatably attached to the base that supports the flooring, are rotatably locked to the support frame to obtain an anti-roll bar, which prevents the flooring from tilting. This has the effect of reducing the need for design responses to the load distribution of the partial floor and vibration isolation table on which important equipment is installed.
第1図はアンチロールバーの構成を示す斜視図、第2図
はアンチロールバーを設けた防振床の部分側面図、第3
図(a )は防振床の側面図、同図(b)はその底面図
である。
1・・・・・・・・・アンチロールバー2・・・・・・
・・・基 台 3・・・・・・・・・支持片4・
・・・・・・・・トーションバー 5・・・・・・長
孔6・・・・・・・・・支持フレーム 7・・・・・・
・・・係止部8・・・・・・・・・床 材 9・
・・・・・・・・積層ゴム特許出願人
株式会社 大林組代 理 人 弁理
士 −色健輔同 弁理士 松本雅
利第1図
第2図
第3図
(a)
(b)Fig. 1 is a perspective view showing the structure of the anti-roll bar, Fig. 2 is a partial side view of a vibration-proof floor equipped with an anti-roll bar, and Fig. 3 is a perspective view showing the structure of the anti-roll bar.
Figure (a) is a side view of the vibration-proof floor, and figure (b) is its bottom view. 1... Anti-roll bar 2...
...Base 3...Support piece 4.
・・・・・・・・・Torsion bar 5・・・・・・Length
Hole 6...Support frame 7...
...Locking part 8...Floor material 9.
...Laminated rubber patent applicant
Obayashi Corporation Representative Patent attorney - Kensuke Shiro Patent attorney Masatoshi Matsumoto Figure 1 Figure 2 Figure 3 (a) (b)
Claims (2)
フレームと、基台に回動自在に支持したトーシヨンバー
とを備え、該支持フレームの両端部を該トーシヨンバー
の各端部に回動自在に係止してなるアンチロールバーを
構成してなることを特徴とする防振床の構造。(1) Equipped with a support frame supported by a seismic isolation device such as laminated rubber or an air spring, and a torsion bar rotatably supported on a base, and both ends of the support frame are rotated by each end of the torsion bar. A structure of a vibration-proof floor characterized by comprising an anti-roll bar that is freely locked.
トーションバーの両端部を周方向と直角に曲成して係止
部を得、該係止部に長孔を設けてこの長孔内に該支持フ
レームに基部を固定した係止部を緩く挿通したことを特
徴とする特許請求の範囲第1項記載の防振床の構造。(2) To lock the support frame and the torsion bar, a locking portion is obtained by bending both ends of the torsion bar at right angles to the circumferential direction, and a long hole is provided in the locking portion, and the locking portion is formed inside the long hole. 2. The vibration-isolating floor structure according to claim 1, wherein a locking portion having a base fixed to the support frame is loosely inserted into the support frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62012568A JPH0652089B2 (en) | 1987-01-23 | 1987-01-23 | Structure of anti-vibration floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62012568A JPH0652089B2 (en) | 1987-01-23 | 1987-01-23 | Structure of anti-vibration floor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63180746A true JPS63180746A (en) | 1988-07-25 |
JPH0652089B2 JPH0652089B2 (en) | 1994-07-06 |
Family
ID=11808957
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62012568A Expired - Lifetime JPH0652089B2 (en) | 1987-01-23 | 1987-01-23 | Structure of anti-vibration floor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0652089B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000289699A (en) * | 1999-04-06 | 2000-10-17 | Ishikawajima Harima Heavy Ind Co Ltd | Payload damping mechanism |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5973641A (en) * | 1982-10-21 | 1984-04-25 | Masao Akimoto | Anti-tilting and vibration insulating device |
JPS60223577A (en) * | 1984-04-18 | 1985-11-08 | 株式会社大林組 | Earthquake dampening apparatus |
-
1987
- 1987-01-23 JP JP62012568A patent/JPH0652089B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5973641A (en) * | 1982-10-21 | 1984-04-25 | Masao Akimoto | Anti-tilting and vibration insulating device |
JPS60223577A (en) * | 1984-04-18 | 1985-11-08 | 株式会社大林組 | Earthquake dampening apparatus |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000289699A (en) * | 1999-04-06 | 2000-10-17 | Ishikawajima Harima Heavy Ind Co Ltd | Payload damping mechanism |
Also Published As
Publication number | Publication date |
---|---|
JPH0652089B2 (en) | 1994-07-06 |
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