JPS6014629A - Earthquake-resistant and vibration-isolating mount member - Google Patents

Earthquake-resistant and vibration-isolating mount member

Info

Publication number
JPS6014629A
JPS6014629A JP12025883A JP12025883A JPS6014629A JP S6014629 A JPS6014629 A JP S6014629A JP 12025883 A JP12025883 A JP 12025883A JP 12025883 A JP12025883 A JP 12025883A JP S6014629 A JPS6014629 A JP S6014629A
Authority
JP
Japan
Prior art keywords
elastic body
vibration
hardware
earthquake
resistant
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
JP12025883A
Other languages
Japanese (ja)
Other versions
JPH0213181B2 (en
Inventor
Minoru Kitamura
実 喜多村
Susumu Kadota
進 門田
Shigehisa Morikawa
森川 茂寿
Yoshihiro Shimada
島田 順弘
Shigeru Usami
宇佐美 滋
Hiroshi Ando
安藤 啓
Toshio Akamatsu
赤松 俊夫
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
Proterial Ltd
Original Assignee
Kajima Corp
Hitachi Metals 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 Kajima Corp, Hitachi Metals Ltd filed Critical Kajima Corp
Priority to JP12025883A priority Critical patent/JPS6014629A/en
Publication of JPS6014629A publication Critical patent/JPS6014629A/en
Publication of JPH0213181B2 publication Critical patent/JPH0213181B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F1/00Springs
    • F16F1/36Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
    • F16F1/373Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers characterised by having a particular shape
    • F16F1/3732Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers characterised by having a particular shape having an annular or the like shape, e.g. grommet-type resilient mountings

Abstract

PURPOSE:To provide both functions of earthquake-resistant and vibration-isolation, by interposing an elastic member consisting of a cylindrical lower portion and a hollow frusto-conical upper portion between an upper hardware provided with a projection for positioning the elastic member and a lower hardware provided with a projection for preventing slippage of the elastic member. CONSTITUTION:An upper hardware 1 inclueds a mount portion 4 and a mount hole 6a for equipments, and is provided with a plurality of projections 5 projecting from the mount portion 4. The upper hardware 1 is further provided with a projection 14 for positioning an elastic member on an inner surface thereof. A lower hardware 2 includes a bottom plate portion 6 and a flange portion 8 projecting from a cylindrical portion 7. The flange portion 8 is formed with recesses 8b and projections 8a engageable with the projections 5 of the upper hardware 1. An elastic member 3 is provided with an annular projection 11 on an upper surface thereof, and a hollow portion 12 inside thereof, and is cylindrical on the lower side, while being hollow frusto-conical on the upper side, so as to generate unlinear deflection.

Description

【発明の詳細な説明】 本発明は機器類の据付に使用する耐震・防振据付部材に
関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an earthquake-resistant/vibration-proof installation member used for installing equipment.

詳しくは、機器類、例えば空調機器のパッケージエアコ
ンの据付後、空調機の稼動による振動が建物に伝達する
のを防ぐと共に地震発生時の空調機の移動、転倒を確実
に防いで災害を防止することができる耐震と防振とを兼
ね備えた耐震・防振据付部材に関する。
In detail, after installing equipment such as packaged air conditioners, we prevent the vibrations caused by the operation of the air conditioners from being transmitted to the building, and also prevent disasters by reliably preventing the air conditioners from moving or falling in the event of an earthquake. The present invention relates to an earthquake-resistant/vibration-proof installation member that is both earthquake-resistant and vibration-proof.

従来、防振ゴムを用いた防振据付部材で、地震発生時に
過大な水平垂直変位をストッパーにより制限し、防振ゴ
ムの破壊を防止する特願昭筒52−77867号や、上
部金物と下部金物の間に弾性体(防振ゴム)を内蔵し、
かつ、前記上部金物と前記下部金物の相互の係止片によ
り防振ゴムの切断破壊を阻止し、また万一前記防振ゴム
が切断したとしても係止片がお互いに係止しあって両者
の抜は出しを防止することができるので据付けられた機
器の転倒、移動を防止することができるとした特開昭筒
50−105046号等がある。しかし、これら振 従来の耐震台あるいは防獲台では、台の各所で相違する
荷重がかかった場合、弾性体が線形に近い変形をするた
め架台の水平を維持することはできず、一方地震時の機
器の移動や転倒を防止するには水平維持機構や転倒防止
機構等の他機槽を別途付加せざるを得なかった。
Conventionally, with anti-vibration installation members using anti-vibration rubber, excessive horizontal and vertical displacement is limited by a stopper in the event of an earthquake, preventing damage to the anti-vibration rubber. Built-in elastic body (vibration-proof rubber) between the hardware,
Further, the mutual locking pieces of the upper metal fitting and the lower metal fitting prevent the vibration isolating rubber from being cut and destroyed, and even if the vibration isolating rubber should be cut, the locking pieces will lock each other and both of them will be secured. There is Japanese Patent Application Laid-open No. 50-105046, etc., which states that it is possible to prevent the installed equipment from overturning or moving because it is possible to prevent the equipment from being pulled out. However, with these conventional earthquake-resistant or anti-seismic stands, when different loads are applied to different parts of the stand, the elastic body deforms in a nearly linear manner, making it impossible to maintain the horizontal position of the stand. In order to prevent the equipment from moving or falling over, it was necessary to separately add other equipment such as a horizontal maintenance mechanism or an overturn prevention mechanism.

本発明は上記問題点を屏決するために、非線形に変形す
る弾性体を内蔵した簡単な組立構造体で耐震と防振の両
方の機能を兼ね備えた耐震・防振据付部材を提供するこ
とにある。
In order to resolve the above-mentioned problems, the present invention provides an earthquake-resistant/vibration-proof installation member that has both earthquake-resistant and vibration-proof functions with a simple assembly structure that incorporates an elastic body that deforms non-linearly. .

本発明の目的を達成するために、上部金物と下部金物が
各々複数個の保合可能凹凸部を有し、内蔵する弾性体に
は撓み量が非常に少ない非線形の変形となるように円筒
−円錐台の連続一体形状とし、これら5部材を簡単に組
合わせることができる構造としている。また、前記弾性
体の上面には位置ずれ防止用の突起部を有する。更に、
前記下部金物の外周面には板状弾性体を装着し、水平方
向の衝撃緩和と垂直方向振動の吸収を可能としている。
In order to achieve the object of the present invention, the upper metal fitting and the lower metal fitting each have a plurality of retainable uneven parts, and the built-in elastic body has a cylindrical shape so that the elastic body can be deformed in a non-linear manner with a very small amount of deflection. It has a continuous integral shape of a truncated cone, and has a structure that allows these five members to be easily combined. Further, the upper surface of the elastic body has a protrusion for preventing displacement. Furthermore,
A plate-shaped elastic body is attached to the outer circumferential surface of the lower metal fitting, making it possible to cushion horizontal shocks and absorb vertical vibrations.

以下本発明の実施例を図面に従って説明する。Embodiments of the present invention will be described below with reference to the drawings.

本発明の耐震・防振据付部材は、第1〜第4図に示すよ
うに、上部金物1と下部金物2との間に天然加硫ゴム又
は合成ゴムたとえばネオブレン、ウレタン等よシなる非
線形の変形をする弾性体(以下非線形弾性体という)3
を内蔵したものである。すなわち、当該上部金物1は、
機器類を設置するための架台部4と機器類への取付孔6
a’l有し、かつこの架台部4から適宜の間隔をおいて
内方に向って突設した複数個(本実施例では4個)の突
出部5を有しておシ、又架台部4の内面側に弾性体位置
決めの為の突起部14を有する。
As shown in FIGS. 1 to 4, the earthquake-resistant/vibration-proof installation member of the present invention has a nonlinear material made of natural vulcanized rubber or synthetic rubber, such as neorene, urethane, etc., between the upper metal fitting 1 and the lower metal fitting 2. Elastic body that deforms (hereinafter referred to as nonlinear elastic body) 3
It has a built-in That is, the upper hardware 1 is
Frame section 4 for installing equipment and mounting holes 6 for equipment
a'l, and a plurality of (four in this embodiment) protrusions 5 protruding inward from the pedestal part 4 at appropriate intervals, and the pedestal part 4. 4 has a projection 14 for positioning the elastic body.

当該下部金物2は、床面に設置するための底板部6と当
該底板部6から適宜の間隔をおいて円筒部7から外方に
向って突出するフランジ8を有し、尚該7ランク部8に
前記上部金物1の突出部5が嵌入可能な凹部8bと同じ
く突出部5が係合可能な凸部8aとを平面的に形成して
いる。また下部金物2の円筒部7および突出する7ラン
ク部8aの外周面には厚さ8間以下好ましくは3間以下
の弾性体(実施例ではゴム)9を装着し、無荷重状態で
は前記上金物1の突出部5の先端と、Q、5〜1.0朋
のギャップを付与し、水平方向の衝撃緩和ならびに前記
上金物1の突出部5の上面とほとんど接触させて、垂直
方向振動時に上下金物同志が直接触れあわないように振
動の吸収を可能としている。また、底板部6の一部にア
ンカーボルト取付用孔10を少なくとも1ヶ以上有し、
さらに底板部6の内面側に弾性体位置ずれ防止用の環状
突起部15を有する。
The lower hardware 2 has a bottom plate part 6 for installation on a floor surface, and a flange 8 projecting outward from a cylindrical part 7 at an appropriate distance from the bottom plate part 6. A concave portion 8b into which the protruding portion 5 of the upper hardware 1 can fit and a convex portion 8a into which the protruding portion 5 can engage are formed in a planar manner at 8. Further, an elastic body (rubber in the embodiment) 9 having a thickness of 8 mm or less, preferably 3 mm or less, is attached to the outer peripheral surface of the cylindrical portion 7 and the protruding 7-rank portion 8a of the lower metal fitting 2. A gap of Q5 to 1.0 is provided between the tip of the protruding part 5 of the hardware 1 to absorb horizontal shock and to almost contact the top surface of the protruding part 5 of the upper hardware 1, so that it can be easily contacted with the top surface of the protruding part 5 of the upper hardware 1 during vertical vibration. This makes it possible to absorb vibrations so that the upper and lower hardware do not come into direct contact with each other. Further, a part of the bottom plate part 6 has at least one hole 10 for attaching an anchor bolt,
Furthermore, an annular protrusion 15 is provided on the inner surface of the bottom plate 6 to prevent displacement of the elastic body.

非線形ゴム5は、その上面に環状突起11および内部に
中空部12を有し、かつ下方側は円筒形で上方側は中空
円錐台の形状としている。上面の環状突起11および上
部側面のテーノく−につづいた円筒形となっている形状
によシ非線形の撓みとなるようにコントロールしている
The nonlinear rubber 5 has an annular projection 11 on its upper surface and a hollow portion 12 inside, and has a cylindrical shape on the lower side and a hollow truncated cone shape on the upper side. The annular protrusion 11 on the top surface and the cylindrical shape continuing from the tenon on the upper side surface are controlled to provide non-linear deflection.

この実施例では、上面の突起は環状突起としているが、
環状突起に限定する必要はなく、他の形状たとえば階段
状の突起等が不連続であっても非線形の撓みを生じさせ
うろことは言うまでもない。
In this example, the protrusion on the top surface is an annular protrusion, but
Needless to say, it is not necessary to limit the shape to an annular projection, and even if the shape is discontinuous, such as a step-like projection, non-linear deflection can be caused.

前記非線形弾性体3の底面と中空部12の交叉面13を
直角にし位置決めが容易になるようにもしている。
The bottom surface of the nonlinear elastic body 3 and the intersecting surface 13 of the hollow portion 12 are made at right angles to facilitate positioning.

組立を行なうには、下部金物2の中央に非線形弾性体3
t−設置し、上部金物1の突出部5を下部金物2の凹部
8bに嵌入後、上部金物1と下部金物2とを相対的に一
回転させ、突出部5とフランジ凸部8aとが重なる位置
にすることによシ第1図に示すような組立体とすること
ができる。
To assemble, place the nonlinear elastic body 3 in the center of the lower hardware 2.
After fitting the protrusion 5 of the upper hardware 1 into the recess 8b of the lower hardware 2, the upper hardware 1 and the lower hardware 2 are rotated one rotation relative to each other, so that the protrusion 5 and the flange convex portion 8a overlap. Depending on the position, an assembly as shown in FIG. 1 can be obtained.

本発明において、非線形弾性体全使用したのは機器類の
荷重変化や床の不陸に対し上下の寸法変化、つま夛水千
度を出来るだけ一定に保つためである。すなわち、機器
類の重心位置等荷重点の差により、架台部4は上下方向
に変形することが、この変形する度合を極力少なくする
ためである。
In the present invention, all nonlinear elastic bodies are used in order to keep vertical dimensional changes and swells as constant as possible in response to changes in the load of equipment and unevenness of the floor. That is, the pedestal section 4 is deformed in the vertical direction due to the difference in the load points such as the center of gravity of the equipment, in order to minimize the degree of deformation.

又、床の不陸に対しても同様のことがいえる。そして、
このことは機器類の据付けを行う際、水平維持機構や転
倒防止機構等の他の機構を付加することなしに水平をで
きるだけ一定に保つために有効である。
The same thing can be said about uneven floors. and,
This is effective when installing equipment to keep the level as constant as possible without adding other mechanisms such as a leveling mechanism or overturn prevention mechanism.

第5図の荷重−撓み線図は、実験的に導いたものである
。この図かられかるように同一荷重WをOnえた場合、
線形弾性体Aの涜み量aと非線形弾性体Bの撓み量すと
を比較するとa)bであり、jli線形線形弾性体力が
変形量が小さい。
The load-deflection diagram in FIG. 5 was derived experimentally. As shown in this figure, when the same load W is turned on,
Comparing the amount of deflection a of the linear elastic body A and the amount of deflection of the nonlinear elastic body B, it is a) b, and the amount of deformation of jli linear elastic body is small.

このことは、本発明の耐震・防振据付部材上に直接機器
類を設置した場合あるいは当該据付部材上に架台を固定
しその上に機器類を設置した場合のいずれであっても設
置された機器類の水平度をほとんど一定に保つことがで
きることを意味する。
This applies regardless of whether the equipment is installed directly on the earthquake-resistant/vibration-proof installation member of the present invention or when a pedestal is fixed to the installation member and the equipment is installed on it. This means that the levelness of equipment can be kept almost constant.

設置される機器類たとえば空調機器の振動低減効果には
、架載する防振体の固有振動数が大きく影響する。本発
明になる非線型弾性体の固有振動数foは9 Hz前後
であシ、空調機器の加振振動数をfとすると振動伝達率
λは、 λ= xloo(%) 11−(f/fo)” 1 であられされる。
The vibration reduction effect of installed equipment such as air conditioning equipment is greatly influenced by the natural frequency of the mounted vibration isolator. The natural frequency fo of the nonlinear elastic body according to the present invention is around 9 Hz, and if the excitation frequency of the air conditioner is f, the vibration transmissibility λ is as follows: λ=xlooo(%) 11-(f/fo )” 1.

実施例の空調機器の一種類であるパッケージエアコンの
振動数fは、一般に24)Lzであるので振動伝達率λ
=16チということになる。
The frequency f of the package air conditioner, which is one type of air conditioner in this embodiment, is generally 24) Lz, so the vibration transmissibility λ is
= 16chi.

振動を極力少なくする必要のあるフロア−では振動伝達
率をさらに小さくするために固有振動数の小さい防振体
即ちスプリングまたはスプリングとゴムの複合弾性体な
どを使うことになるが本発明の弾性体として組込むこと
のできるのは当然である。なお、このスプリングまたは
スプリングとゴムの複合弾性体は、荷重−たわみ線が極
度に非線形でなければならない。
For floors where it is necessary to minimize vibration, a vibration isolator with a small natural frequency, such as a spring or a composite elastic body of a spring and rubber, is used to further reduce the vibration transmission rate. Of course, it can be incorporated as Note that this spring or a composite elastic body of spring and rubber must have an extremely nonlinear load-deflection line.

以上は、機器類の上下方向に対する耐震・防振効果につ
いて主として説明したが、地震の場合は、相当の水平力
が加わるため非線形弾性体だけでは振動を吸収しきれな
い状態が起こシうる。この場合、本発明は上部金物1と
下部金物2とが係合してストッパーの役目を果たす構造
になっているので、横すベシ防止と転倒防止の効果を十
分発揮することができるものである。第6図(&)は耐
震特性曲線図で、横軸に剪断耐力、縦軸に引張耐力をめ
たものであシ、第7図は防振特性曲線図で、横軸に振動
数、縦軸に効果量(応答倍率)をめたものである。
The above has mainly explained the seismic and vibration-proofing effects of equipment in the vertical direction, but in the case of an earthquake, a considerable horizontal force is applied, so nonlinear elastic bodies alone may not be able to absorb the vibrations. In this case, the present invention has a structure in which the upper metal fitting 1 and the lower metal fitting 2 are engaged and serve as a stopper, so that the effect of preventing the bevel from lying sideways and preventing it from falling can be sufficiently exhibited. . Figure 6 (&) is a seismic characteristic curve diagram, with shear strength on the horizontal axis and tensile strength on the vertical axis. Figure 7 is a vibration isolation characteristic curve diagram, with frequency on the horizontal axis and vertical axis. The axis shows the effect size (response magnification).

第6図(b)において、実験構造体としての空調機器を
耐震金具にセットした場合の垂直力Tおよび水平力Qの
関係t−実験的にめたものである。
In FIG. 6(b), the relationship t between the vertical force T and the horizontal force Q when the air conditioner as an experimental structure is set in an earthquake-resistant metal fitting is determined experimentally.

建設省指導による建築設備耐震設計施工指針に基づく設
計式よシ計算した震度1.5Gの場合における一般に使
用されている空調機器の垂直引抜力および剪断力を同図
中に丸印でプロットしているが、これらをはるかに上部
る値を示しておシ耐震効果を実証した線図である。また
、犯7図において、実敗構遺体としての空調機器を耐震
金具にセットし防振効果を実験的にめたものであ゛る。
The vertical pull-out force and shearing force of commonly used air conditioning equipment in the case of a seismic intensity of 1.5G calculated using a design formula based on the seismic design and construction guidelines for building equipment under the guidance of the Ministry of Construction are plotted as circles in the same figure. However, this diagram shows values that are far higher than these and proves the earthquake resistance effect. In addition, in Figure 7, the air conditioning equipment used as the remains of the actual defeat was set in earthquake-resistant metal fittings, and the vibration-proofing effect was experimentally determined.

振動数s o nz以上で50 dBの効果量が得られ
ておシ、防振効果はすぐれた結果を示している。
An effect level of 50 dB was obtained at frequencies above s o nz, and the vibration-proofing effect shows excellent results.

なお、上部金物1および下部金物2は、ねずみ鋳鉄、ダ
クタイル鋳鉄、バーミキュラー鋳鉄等の鉄系1物あるい
はvA鋳物またはアルミニウム合金、銅合金等の非鉄系
鋳物によって製作するが、鉄材、鋼材または非鉄材の展
伸材を溶接して製作してもよい。
Note that the upper hardware 1 and the lower hardware 2 are manufactured from ferrous materials such as gray cast iron, ductile cast iron, and vermicular cast iron, or from vA castings or non-ferrous castings such as aluminum alloys and copper alloys, but may be made of iron, steel, or non-ferrous materials. It may also be manufactured by welding a wrought material.

前述のように、本発明の耐震・防振据付部材は。As mentioned above, the earthquake-resistant/vibration-proof installation member of the present invention.

非線形弾性体を介して上部金物と下部金物とを垂直、水
平方向共に保合可能に組合わせたものであるから、設置
する機器類の大きさ、重量等に応じて、上部金物、下部
金物および非線形弾性体の寸法、形状を決めることによ
シ、上下方向の振動全防止することができると共に、地
震発生の際の機器類の移動、転倒全防止することができ
るものである。
Since the upper hardware and the lower hardware are combined so that they can be fixed both vertically and horizontally via a nonlinear elastic body, the upper hardware, lower hardware, and By determining the dimensions and shape of the nonlinear elastic body, it is possible to completely prevent vibrations in the vertical direction, and also to completely prevent equipment from moving or falling in the event of an earthquake.

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

第す図は、本発明の一実施例を示す断面図、第2図は上
部金物の下面図、第3図は下部金物の平面図、第4図は
非線形弾性体の断面図、第5図は線形弾性体と非線形弾
性体の荷重−撓み線図、第6図(、)は耐震特性曲線、
第6図(b)は力が加わったときの図、第7図は防振特
性曲線図である。図面中の符号は次の通シである。 1:上部金物、2:下部金物、3:非線形弾性体、4:
架台部、6a:取付孔、5:突出部、14:環状突起部
、6:底板部、7:円筒部、8:7ランク部、8b:嵌
入可能な凹部、8a:保合可能な凸部、9:弾性体、1
0:アンカーボルト取付孔、11.15:環状突起部、
12:中空部、13:直角部、a=IIJ形弾性体Aの
撓み量、b二非線形弾性体Bの撓み量 第1頁の続き 0発 明 者 赤松俊夫 東京都港区元赤坂−丁目2番7 号鹿島建設株式会社内 0出 願 人 鹿島建設株式会社 東京都港区元赤坂1丁目2番7
Fig. 2 is a sectional view showing an embodiment of the present invention, Fig. 2 is a bottom view of the upper metal fitting, Fig. 3 is a plan view of the lower metal fitting, Fig. 4 is a sectional view of the nonlinear elastic body, and Fig. 5 is a load-deflection diagram of a linear elastic body and a nonlinear elastic body, and Figure 6 (,) is an earthquake resistance characteristic curve.
FIG. 6(b) is a diagram when force is applied, and FIG. 7 is a diagram of the vibration isolation characteristic curve. The symbols in the drawings are as follows. 1: Upper hardware, 2: Lower hardware, 3: Nonlinear elastic body, 4:
Frame part, 6a: Mounting hole, 5: Protrusion part, 14: Annular protrusion part, 6: Bottom plate part, 7: Cylindrical part, 8: 7 rank part, 8b: Recessed part that can be inserted, 8a: Convex part that can be fitted , 9: Elastic body, 1
0: Anchor bolt mounting hole, 11.15: Annular protrusion,
12: Hollow part, 13: Right angle part, a = Deflection amount of IIJ type elastic body A, b Deflection amount of two nonlinear elastic body B Continued from page 1 0 Inventor Toshio Akamatsu 2 Motoakasaka-chome, Minato-ku, Tokyo No. 7 Kajima Construction Co., Ltd. 0 applicants Kajima Construction Co., Ltd. 1-2-7 Motoakasaka, Minato-ku, Tokyo

Claims (1)

【特許請求の範囲】[Claims] 上部金物と下部金物の間に弾性体を内蔵した耐震用据付
部材において、少なくとも1個のアンカーボルト取付用
孔、少なくとも1個の架台取付用ボルト孔、かつ上部内
面中央には前記弾性体位置決め用突起部を有する突出部
付上部金物と、底部に少なくとも1個のアンカーボルト
取付用孔、外周面に装着された板状弾性体、かつ底部内
面中央には前記弾性体位置ずれ防止用突起部を有するフ
ランジ付下部金物と、下方側は円筒形で上方側は中空円
錐台を有しかつ上面には突起部を有する前記弾性体との
3部材よりなることを特徴とする耐震φ防振据付部材。
In an earthquake-resistant installation member incorporating an elastic body between an upper metal fitting and a lower metal fitting, there is at least one anchor bolt mounting hole, at least one frame mounting bolt hole, and at the center of the upper inner surface, a hole for positioning the elastic body. An upper metal fitting with a protrusion having a protrusion, at least one hole for attaching an anchor bolt on the bottom, a plate-shaped elastic body attached to the outer peripheral surface, and a protrusion for preventing displacement of the elastic body at the center of the inner surface of the bottom. An earthquake-resistant φ vibration-proof installation member comprising three members: a lower metal fitting with a flange, and the elastic body having a cylindrical shape on the lower side, a hollow truncated cone on the upper side, and a protrusion on the upper surface. .
JP12025883A 1983-07-04 1983-07-04 Earthquake-resistant and vibration-isolating mount member Granted JPS6014629A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12025883A JPS6014629A (en) 1983-07-04 1983-07-04 Earthquake-resistant and vibration-isolating mount member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12025883A JPS6014629A (en) 1983-07-04 1983-07-04 Earthquake-resistant and vibration-isolating mount member

Publications (2)

Publication Number Publication Date
JPS6014629A true JPS6014629A (en) 1985-01-25
JPH0213181B2 JPH0213181B2 (en) 1990-04-03

Family

ID=14781745

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12025883A Granted JPS6014629A (en) 1983-07-04 1983-07-04 Earthquake-resistant and vibration-isolating mount member

Country Status (1)

Country Link
JP (1) JPS6014629A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6238275A (en) * 1985-08-12 1987-02-19 Matsushita Electric Ind Co Ltd Method for detecting residual amount of adhesive
WO1995016150A1 (en) * 1993-12-08 1995-06-15 Dunlop Limited Elastomeric mounting

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6238275A (en) * 1985-08-12 1987-02-19 Matsushita Electric Ind Co Ltd Method for detecting residual amount of adhesive
WO1995016150A1 (en) * 1993-12-08 1995-06-15 Dunlop Limited Elastomeric mounting
GB2298472A (en) * 1993-12-08 1996-09-04 Dunlop Ltd Elastomeric mounting
GB2298472B (en) * 1993-12-08 1997-06-18 Dunlop Ltd Elastomeric mounting

Also Published As

Publication number Publication date
JPH0213181B2 (en) 1990-04-03

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