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JPS6316549B2 - - Google Patents
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JPS6316549B2 - - Google Patents

Info

Publication number
JPS6316549B2
JPS6316549B2 JP10890878A JP10890878A JPS6316549B2 JP S6316549 B2 JPS6316549 B2 JP S6316549B2 JP 10890878 A JP10890878 A JP 10890878A JP 10890878 A JP10890878 A JP 10890878A JP S6316549 B2 JPS6316549 B2 JP S6316549B2
Authority
JP
Japan
Prior art keywords
vibration
weight
elastic support
foundation
building
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
JP10890878A
Other languages
Japanese (ja)
Other versions
JPS5536541A (en
Inventor
Seiji Watanabe
Shozaburo Shimaguchi
Akira Teramura
Junichi Yoshihara
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP10890878A priority Critical patent/JPS5536541A/en
Publication of JPS5536541A publication Critical patent/JPS5536541A/en
Publication of JPS6316549B2 publication Critical patent/JPS6316549B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 本発明は防振建造物に関するものである。振動
ふるい、コンプレツサ、クラツシヤ等の大きい振
動を生ずる機器を据付けする場合は、普通その機
械基礎を建造物の構造体から切り離して構築する
ものが一般であるが、必要によつては多層建造物
の上部構造に据付けする場合も生ずる。この場
合、振動を生ずる機器は、多層建造物の上部構造
体一基礎を介して周囲地盤に大きい振動を伝え、
いわゆる振動障害を周囲近傍に与えると共に、多
層建造物自体にも振動による種々の不都合を生ず
る。上記のような大きい振動を生ずる機器が建造
物の構造体とは縁を切つた機械基礎に据付けられ
る場合の防振として、本願の発明者等は、研究、
実験の結果得られたおもりの振動の減衰量の極め
て小さい偽共振体を機械基礎に取付けした防振機
械基礎の発明を特願昭50―22132号(特許第
1050411号)として出願している。本発明は、上
記の研究、実験を更に進めて得られた結果であ
り、大きい機械的強制の定常振動を生ずる機器を
多層建造物の構造体に据付けした場合の防振建造
物で、機器により生ずる振動は、弾性体である建
造物の上部構造体を振動させ、その振動は基礎を
介して周囲地盤に伝えられる。上記の多層建造物
の構造体の適所に、おもりと鋼杆、コイルバネ等
の弾性支承体とよりなり、弾性支承体の適所にお
もりを固定すると共に該弾性支承体の適所を構造
体に固定しておもりの振動が減衰量の極めて小さ
くかつ上記の定常振動に同調するよう構成した偽
共振体を、一個又は複数個取付けることによつ
て、前記した防振機械基礎の場合と同様に、極め
て顕著な防振効果が得られものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vibration-isolated building. When installing equipment that generates large vibrations, such as vibrating screens, compressors, crushers, etc., the machine foundation is usually constructed separately from the structure of the building; This also occurs when it is installed on a superstructure. In this case, the equipment that generates vibrations transmits large vibrations to the surrounding ground through the foundation of the upper structure of the multi-story building.
Not only do so-called vibration disturbances occur to the surrounding area, but the multi-story building itself also suffers from various inconveniences due to the vibration. The inventors of the present application have conducted research and research to prevent vibrations when equipment that generates large vibrations as described above is installed on a machine foundation that is disconnected from the structure of the building.
Patent Application No. 1982-22132 (Patent No.
No. 1050411). The present invention is a result obtained by further advancing the above-mentioned research and experiments, and is a vibration-proof building in which equipment that generates large mechanically forced steady vibrations is installed in the structure of a multi-story building. The resulting vibration vibrates the upper structure of the building, which is an elastic body, and the vibration is transmitted to the surrounding ground via the foundation. A weight and an elastic support such as a steel rod or a coil spring are fixed at a proper place in the structure of the above-mentioned multi-story building, and the weight is fixed at a proper place on the elastic support and the elastic support is fixed at a proper place on the structure. By installing one or more pseudo-resonators configured so that the vibration of the weight is extremely small in attenuation and synchronized with the above-mentioned steady-state vibration, it is possible to reduce the vibration to a very noticeable level, as in the case of the vibration-isolated mechanical foundation described above. This provides a great anti-vibration effect.

以下に本発明の防振建造物を、第1図〜第3図
に示す実施例によつて説明する。クラツシヤであ
る機械1は、3層構造物の2階のスラブに据付け
られており、偽共振体2は該建造物の構造体の一
部である基礎3上に取付けられている。しかし
て、上記偽共振体2は、並列する2本のH鋼の鋼
杆の弾性支承体4が左、右の基礎3の突出部にそ
れぞれ直交して架渡固定され、その弾性支承体4
の両端部に更にそれぞれ固定された2本のH鋼の
鋼杆の複合する弾性支承体5上におもり6が固定
され、おもりの振動の減衰量の極めて小さい左、
右2個の偽共振体2に形成されている。なお第2
図においては、この偽共振体2,2は並設して基
礎上に設けられて計4個になつている。
The vibration-proof building of the present invention will be explained below with reference to embodiments shown in FIGS. 1 to 3. The machine 1, which is a crusher, is installed on the second floor slab of a three-story structure, and the false resonator 2 is mounted on a foundation 3, which is part of the structure of the building. Thus, in the above-mentioned false resonator 2, elastic supports 4 made of two parallel H-steel rods are bridged and fixed perpendicularly to the protruding parts of the left and right foundations 3, respectively, and the elastic supports 4 are
A weight 6 is fixed on a composite elastic support 5 of two H-steel rods further fixed to both ends of the left side, which has an extremely small amount of attenuation of the vibration of the weight.
The two pseudo resonators 2 on the right are formed. Furthermore, the second
In the figure, these false resonators 2, 2 are arranged side by side on the foundation, making a total of four.

なおこの図面に示す実施例では、H鋼の鋼杆の
弾性支承体4は長さ11260mm幅350mm高さ400mm、
H鋼の鋼杆の弾性支承体5は幅300mm高さ300mm、
おもり6は約4.5tonで、機械1の回転数695r.p.m
の実験測定では、第4図のグラフ図に示すよう
に、おもり6の基礎3からのはり出し長lが1450
mmの位置において、この偽共振体2を取付ける前
の状態では多層建造物の基礎における振動量Vo
は0.8mm/sec附近であるに対して、最大防振効果
として0.02mm/secに防振されている。なおこの
グラフ図に示すVはおもり6の基礎3からのはり
出し長lの位置を1230mm〜1630mm範囲で変えた基
礎における振動量の測定値を示すものである。
In the example shown in this drawing, the elastic support 4 made of H steel rod has a length of 11,260 mm, a width of 350 mm, a height of 400 mm,
The elastic support 5 made of H steel rod has a width of 300 mm and a height of 300 mm.
Weight 6 is approximately 4.5 tons, and the rotation speed of machine 1 is 695 r.pm.
In the experimental measurement, as shown in the graph of Fig. 4, the protrusion length l of the weight 6 from the base 3 was 1450.
At the position of mm, the amount of vibration Vo in the foundation of the multi-story building is
is around 0.8mm/sec, but the maximum vibration isolation effect is 0.02mm/sec. Note that V shown in this graph represents the measured value of the amount of vibration at the foundation when the position of the protruding length l of the weight 6 from the foundation 3 was changed in the range of 1230 mm to 1630 mm.

上記した実施例が示すように、大きい機械的強
制の定常振動を生ずる機器を据付けした多層建造
物の構造体の基礎の部に、H鋼の鋼杆の弾性支承
体におもり6を固定してなるおもりの振動の減衰
量の極めて小さくかつ上記定常振動に同調する偽
共振体2を、取付けすることによつて、構造体の
基礎の振動を効果的に減少させることができ、従
つて機器の生ずる振動が周囲地盤に伝わるのを効
果的に防ぐことができるものである。又、上記の
偽共振体2において、おもり6を支承する実施例
の鋼杆に代つて、おもりの振動の減衰量を小さく
支承できるコイルバネを使用することも可能であ
る。つぎに偽共振体の構造体への取付けは、この
実施例の基礎に限られず、場合によつては上部構
造体の適所に取付けすることも可能であり、更に
又構造体自体の防振にも役立つものである。
As shown in the above embodiment, a weight 6 is fixed to an elastic support made of an H steel rod at the foundation of a multi-story building structure in which equipment that generates large mechanically forced steady vibrations is installed. By installing the false resonator 2, which has an extremely small amount of attenuation of the vibration of the weight and is tuned to the above-mentioned steady vibration, the vibration of the foundation of the structure can be effectively reduced. This can effectively prevent the generated vibrations from being transmitted to the surrounding ground. Furthermore, in the pseudo resonator 2 described above, instead of the steel rod of the embodiment that supports the weight 6, it is also possible to use a coil spring that can support the weight with a small amount of attenuation of vibration. Next, the attachment of the false resonator to the structure is not limited to the basis of this embodiment, but in some cases it may be attached to an appropriate position on the upper structure, and furthermore, it can be used for vibration isolation of the structure itself. is also helpful.

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

第1図は本発明の防振建造物の一実施例を示す
正面図、第2図はその要部の上面図、第3図は前
図のX―X縦断面図、第4図は実験のグラフ図で
ある。 1…クラツシヤである機械、2…偽共振体、3
…多層建造物の基礎、4…H鋼の鋼杆の弾性支承
体、5…H鋼の鋼杆の弾性支承体、6…おもり。
Fig. 1 is a front view showing one embodiment of the vibration-proof structure of the present invention, Fig. 2 is a top view of the main parts thereof, Fig. 3 is a longitudinal cross-sectional view taken along line XX of the previous figure, and Fig. 4 is an experiment. FIG. 1... Machine that is crusher, 2... False resonator, 3
...Foundation of multi-story building, 4...Elastic support made of H steel rod, 5...Elastic support made of H steel rod, 6... Weight.

Claims (1)

【特許請求の範囲】[Claims] 1 大きい機械的強制の定常振動を生ずる機器を
据付けした多層建造物の構造体の適所に、おもり
と鋼杆、コイルバネ等の弾性支承体とよりなり、
弾性支承体の適所におもりを固定すると共に該弾
性支承体の適所を構造体に固定しておもりの振動
が減衰量の極めて小さくかつ上記の定常振動に同
調するよう構成してなる偽共振体を、一個又は複
数個取付けたことを特徴とする防振建造物。
1. At appropriate locations in the structure of a multi-story building in which equipment that generates large mechanically forced steady vibrations is installed, elastic supports such as weights, steel rods, and coil springs are installed.
A pseudo-resonator is constructed by fixing a weight at a proper position on an elastic support and fixing the elastic support at a proper position on a structure so that the vibration of the weight has an extremely small amount of attenuation and is tuned to the above-mentioned steady vibration. A vibration-proof building characterized by having one or more vibration-proof structures installed.
JP10890878A 1978-09-04 1978-09-04 Vibrationnproof structure Granted JPS5536541A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10890878A JPS5536541A (en) 1978-09-04 1978-09-04 Vibrationnproof structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10890878A JPS5536541A (en) 1978-09-04 1978-09-04 Vibrationnproof structure

Publications (2)

Publication Number Publication Date
JPS5536541A JPS5536541A (en) 1980-03-14
JPS6316549B2 true JPS6316549B2 (en) 1988-04-09

Family

ID=14496675

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10890878A Granted JPS5536541A (en) 1978-09-04 1978-09-04 Vibrationnproof structure

Country Status (1)

Country Link
JP (1) JPS5536541A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4900100B2 (en) * 2007-07-13 2012-03-21 パナソニック電工株式会社 Dimmer

Also Published As

Publication number Publication date
JPS5536541A (en) 1980-03-14

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