JP2015143577A - Vibration reduction stopper of vibration isolating frame - Google Patents

Vibration reduction stopper of vibration isolating frame Download PDF

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JP2015143577A
JP2015143577A JP2015097281A JP2015097281A JP2015143577A JP 2015143577 A JP2015143577 A JP 2015143577A JP 2015097281 A JP2015097281 A JP 2015097281A JP 2015097281 A JP2015097281 A JP 2015097281A JP 2015143577 A JP2015143577 A JP 2015143577A
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vibration
stopper
hole
elastic member
frame
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JP5917751B2 (en
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彰 寺村
Akira Teramura
彰 寺村
弘一 天田
Koichi Amada
弘一 天田
充 徳永
Mitsuru Tokunaga
充 徳永
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Tokkyokiki Corp
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Tokkyokiki Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a vibration reduction stopper which is not easily broken upon a large earthquake.SOLUTION: A vibration reduction stopper 30 is applied for a vibration isolating frame 10 equipped with a lower frame 14, an upper frame 12, and a vibration control member 16. The vibration stopper 30 includes: a through-hole 34 provided on an upper corner hardware 22 on the upper frame 12; a stopper bolt 32 inserted in the through-hole 34, and fixed to a corner hardware 28 of the lower frame 14 at a tip end; a vibration reduction elastic member 38 inserted in the stopper bolt 32; a clearance X formed between the vibration reduction elastic member 38 and the through-hole 34; a first attenuation washer 50 and a second attenuation washer 56 disposed on upper and lower both end sides of the vibration reduction elastic member 38; a clearance Y formed between the first attenuation washer 50 and the upper corner hardware 22; and a clearance Z formed between the second attenuation washer 56 and the upper corner hardware 22. The vibration reduction elastic member 38 is equipped with a double layer structure composed of an outside layer 42 made from a sliding material and an inside layer 40 made from an attenuating material.

Description

この発明は除振架台の減震ストッパに係り、特に、地震による大きな力を受けて除振架台の上部架台が一定以上の変形及び傾斜することを防止する減震ストッパに関する。   The present invention relates to an anti-vibration stopper for a vibration isolation gantry, and more particularly to an anti-vibration stopper for preventing the upper gantry of a vibration isolation gantry from being deformed and tilted beyond a certain level due to a large force caused by an earthquake.

除振架台は一般に、上部架台と、下部架台と、両架台間に介装された防振部材を備えており、上部架台の上に空調機の室外機などの負荷が設置され、負荷の稼働により発生する振動を防振部材で吸収し、下部架台の設置面に負荷の振動が伝わらないようにする役割を果たしている。   The anti-vibration frame generally includes an upper frame, a lower frame, and a vibration isolation member interposed between the two frames. Loads such as outdoor units of air conditioners are installed on the upper frame, and the load is operated. It absorbs the vibration generated by the anti-vibration member and prevents the load vibration from being transmitted to the installation surface of the lower frame.

ところが、地震や強風などが発生した場合には負荷が所定以上の振幅で揺れ、転倒する危険性が生じる。このため、図5に示すように、除振台80の上部架台82からストッパボルト84を垂設し、このストッパボルト84を下部架台86に設けられた耐震枠88の貫通孔90に挿通すると共に、耐震枠88の上下に耐震用弾性部材92, 92を配設し、耐震枠88の貫通孔90と各耐震用弾性部材92, 92の円筒部92a, 92aとの間に一定の隙間Eを形成した耐震ストッパ94が設けられていた(特許文献1参照)。   However, when an earthquake or a strong wind occurs, there is a risk that the load will sway with a predetermined amplitude or more and fall. Therefore, as shown in FIG. 5, a stopper bolt 84 is suspended from the upper frame 82 of the vibration isolation table 80, and the stopper bolt 84 is inserted into the through hole 90 of the earthquake-resistant frame 88 provided on the lower frame 86. The elastic members 92, 92 are disposed above and below the seismic frame 88, and a certain gap E is provided between the through-hole 90 of the seismic frame 88 and the cylindrical portions 92a, 92a of the seismic elastic members 92, 92. The formed earthquake-proof stopper 94 was provided (refer patent document 1).

この従来の耐震ストッパ94によれば、大きな揺れが発生した際に耐震用弾性部材92, 92が耐震枠88に衝突し、その弾性緩衝効果によって上部架台82が所定角度以上傾くことを防止することが可能となる。   According to this conventional earthquake-resistant stopper 94, when a large shaking occurs, the earthquake-resistant elastic members 92, 92 collide with the earthquake-resistant frame 88, and the elastic buffering effect prevents the upper pedestal 82 from tilting more than a predetermined angle. Is possible.

特開平7−208542号公報JP 7-208542 A

しかしながら、M7を超すような大きな地震では、この揺れが長時間続き、耐震枠88が何度も耐震用弾性部材92, 92に衝突することになる。さらに、その衝突は水平方向に限定されるものではなく、上下方向、回転方向の力も加わり、耐震用弾性部材92, 92には圧縮に加え、こじり、こすりなどの複雑な力が加わる。
この結果、ゴム材やスポンジ材等からなる耐震用弾性部材92, 92は、長時間にわたり圧縮、こじり、こすりなどの複雑な力を繰り返し受けて破損してしまい、耐震性を維持することができなかった。
However, in a large earthquake exceeding M7, this shaking continues for a long time, and the seismic frame 88 collides with the seismic elastic members 92 and 92 many times. Further, the collision is not limited to the horizontal direction, and forces in the vertical direction and rotational direction are also applied, and the elastic members 92 and 92 for earthquake resistance are subjected to complicated forces such as twisting and rubbing in addition to compression.
As a result, the elastic members 92, 92 made of rubber, sponge, etc. are repeatedly damaged by complicated forces such as compression, squeezing, and rubbing over a long period of time, and can maintain earthquake resistance. There wasn't.

この発明は、このような従来の問題を解決するために案出されたものであり、大きな地震によって負荷に外力が加わり、上部架台が大きく傾き、長時間除振架台が耐震用弾性部材に衝突した場合でも、容易に破損しない減震ストッパを提供することを目的とする。   The present invention has been devised to solve such a conventional problem, and an external force is applied to the load due to a large earthquake, the upper frame is greatly inclined, and the vibration isolation frame collides with the elastic member for earthquake resistance for a long time. It is an object of the present invention to provide an anti-vibration stopper that does not easily break even when it is done.

上記の目的を達成するため、請求項1に記載した除振架台の減震ストッパは、基礎に固定される下部架台と、負荷が載置される上部架台と、上記下部架台と上部架台との間に介装され、上部架台を弾性支持する複数の防振部材とを備えた除振架台に適用される減震ストッパであって、上記上部架台または下部架台の何れか一方に設けられた貫通孔と、上記上部架台または下部架台の何れか他方に一端が固定されると共に、他端が上記貫通孔内に挿通されるストッパ部材と、このストッパ部材に挿通され、その上端面が上記貫通孔から上方に突出すると共に、その下端面が上記貫通孔から下方に突出した減震用弾性部材と、この減震用弾性部材の外周面と上記貫通孔の内面との間に形成された第1の隙間と、上記ストッパ部材に挿通されると共に、上記減震用弾性部材の上端側に配置された第1の減衰ワッシャと、この第1の減衰ワッシャと上記貫通孔との間に形成された第2の隙間と、上記ストッパボルトに挿通されると共に、上記減震用弾性部材の下端側に配置された第2の減衰ワッシャと、この第2の減衰ワッシャと上記貫通孔との間に形成された第3の隙間とを備え、上記減震用弾性部材が、滑り材よりなる外側層と、減衰材よりなる内側層からなる二層構造を備えていることを特徴としている。   In order to achieve the above object, an anti-vibration stopper for a vibration isolation frame according to claim 1 includes a lower frame fixed to a foundation, an upper frame on which a load is placed, and the lower frame and the upper frame. An anti-vibration stopper applied to a vibration isolation frame having a plurality of vibration isolation members interposed between them and elastically supporting the upper frame, wherein the penetrating hole is provided on either the upper frame or the lower frame. One end of the hole is fixed to either the upper frame or the lower frame, and the other end is inserted into the through hole, and the upper end surface of the hole is inserted into the stopper member. And a lower end surface of the elastic member for vibration reduction that protrudes downward from the through hole, and a first formed between the outer peripheral surface of the elastic member for vibration reduction and the inner surface of the through hole. And when it is inserted through the stopper member, The first damping washer disposed on the upper end side of the elastic member for vibration reduction, the second gap formed between the first damping washer and the through hole, and the stopper bolt are inserted. And a second damping washer disposed on the lower end side of the elastic member for vibration reduction, and a third gap formed between the second damping washer and the through hole, The seismic elastic member has a two-layer structure including an outer layer made of a sliding material and an inner layer made of a damping material.

請求項1に記載した除振架台の減震ストッパにあっては、減震用弾性部材が滑り材よりなる外側層と減衰材よりなる内側層を備えているため、地震による振動を受けた際に、まず貫通孔の縁部は外側層に衝突し、その滑り効果によって、こじりやこすれの力が分散されると共に、内側層に対する圧縮力が緩和される。
このため、ゴムやスポンジ等の減衰材よりなる内側層の劣化が抑えられ、その寿命特性を向上させることが可能となる。
また、ストッパ部材に第1の減衰ワッシャと第2の減衰ワッシャが挿通されているため、上部架台が上下方向に振動した際には、減衰ワッシャによる振動エネルギーの減衰効果と共に、圧縮衝撃力緩和効果による振動エネルギーの減衰効果を発揮することが可能となる。
In the anti-vibration stopper for the vibration isolation frame according to claim 1, the elastic member for anti-vibration has an outer layer made of a sliding material and an inner layer made of a damping material. First, the edge of the through-hole collides with the outer layer, and the sliding effect disperses the force of scoring and rubbing, and the compressive force on the inner layer is relieved.
For this reason, deterioration of the inner layer made of a damping material such as rubber or sponge can be suppressed, and the life characteristics can be improved.
In addition, since the first damping washer and the second damping washer are inserted through the stopper member, when the upper frame vibrates in the vertical direction, the damping energy reduction effect of the damping washer and the compressive impact force relaxation effect It becomes possible to exhibit the damping effect of vibration energy due to.

図1は、この発明が適用される除振架台10の構造を示す側面図であり、上部架台12と、これと所定の間隙を隔てて対向配置された下部架台14とを備えている。
上部架台12と下部架台14との間には、内部に圧縮コイルバネ(図示省略)を備えた防振部材16が複数介装されており、この防振部材16によって上部架台12は下部架台14上に弾性支持されている。
下部架台14は、図示しないアンカーボルトによって、建物の基礎18に強固に固定されている。
FIG. 1 is a side view showing the structure of a vibration isolation frame 10 to which the present invention is applied. The vibration isolation frame 10 includes an upper frame 12 and a lower frame 14 that is opposed to the upper frame 12 with a predetermined gap therebetween.
A plurality of vibration isolation members 16 having compression coil springs (not shown) are interposed between the upper frame 12 and the lower frame 14, and the upper frame 12 is mounted on the lower frame 14 by the vibration isolation members 16. Is supported elastically.
The lower gantry 14 is firmly fixed to the foundation 18 of the building by anchor bolts (not shown).

上部架台12は、図2に示すように、4本の上部フレーム部材20a, 20b, 20c, 20dを、4個の上部コーナー金物22を介して矩形状に連結した形状を備えている。
また、第1の上部フレーム部材20a及び第2の上部フレーム部材20cには、それぞれ二つの取付け片部24が設けられている。
As shown in FIG. 2, the upper frame 12 has a shape in which four upper frame members 20 a, 20 b, 20 c, and 20 d are connected in a rectangular shape via four upper corner hardwares 22.
The first upper frame member 20a and the second upper frame member 20c are provided with two attachment pieces 24, respectively.

各取付け片部24には貫通孔26が穿設されており、各取付け片部24上に負荷となる機械設備(図示省略)を載置し、貫通孔26にボルトを挿通して負荷に螺合することにより、その固定が実現される。   Each mounting piece 24 is provided with a through-hole 26. On each mounting piece 24, mechanical equipment (not shown) that is a load is placed, and a bolt is inserted into the through-hole 26 to be screwed into the load. By fixing, the fixing is realized.

下部架台14も同様に、4本の下部フレーム部材を4個の下部コーナー金物28を介して矩形状に連結した形状を備えている(図1においては、一の下部フレーム部材29のみが表れている)。   Similarly, the lower frame 14 has a shape in which four lower frame members are connected in a rectangular shape via four lower corner hardwares 28 (only one lower frame member 29 appears in FIG. 1). )

上部コーナー金物22と下部コーナー金物28との間には、それぞれ減震ストッパ30が設けられている。
図3は、減震ストッパ30の詳細な構造を示すものであり、ストッパ部材としてのストッパボルト32が、上部コーナー金物22の底板22aに形成された貫通孔34から挿通され、さらに下部コーナー金物28の天板28aに形成された貫通孔36に挿通されている。
Anti-seismic stoppers 30 are provided between the upper corner hardware 22 and the lower corner hardware 28, respectively.
FIG. 3 shows the detailed structure of the vibration damping stopper 30, and a stopper bolt 32 as a stopper member is inserted through a through-hole 34 formed in the bottom plate 22 a of the upper corner hardware 22, and further the lower corner hardware 28. Is inserted through a through hole 36 formed in the top plate 28a.

上部コーナー金物22に形成された貫通孔34は、ストッパボルト32の直径に比べて十分に大きな口径を備えている。
この貫通孔34の縁部と、ストッパボルト32の外周面との間には、管状の減震用弾性部材38が介装されている。
The through hole 34 formed in the upper corner hardware 22 has a sufficiently large diameter compared to the diameter of the stopper bolt 32.
Between the edge portion of the through hole 34 and the outer peripheral surface of the stopper bolt 32, a tubular elastic member 38 for vibration reduction is interposed.

この減震用弾性部材38は、ブチルゴムやスポンジ等の損失係数の大きな弾性材料等の減衰材からなる内側層40と、ソマライト(登録商標)やフッ素樹脂など摩擦係数の小さい滑り材(例えば摩擦係数:0.2〜0.4)からなる外側層42からなる二層構造を備えている。
この減震用弾性部材38と、貫通孔34の縁部との間には、所定の隙間X(例えば5mm)が確保されている。
The elastic member 38 for vibration reduction is composed of an inner layer 40 made of an elastic material such as butyl rubber or sponge having a large loss coefficient, and a sliding material having a small coefficient of friction such as Somalite (registered trademark) or fluororesin (for example, a friction coefficient). : A two-layer structure composed of the outer layer 42 composed of 0.2 to 0.4).
A predetermined gap X (for example, 5 mm) is secured between the vibration-reducing elastic member 38 and the edge of the through hole 34.

上記減震用弾性部材38の上端面側には、複数枚の皿バネ44が配置されている。
また、この皿バネ44とストッパボルト32の頭部46との間には、金属材よりなる第1のワッシャ48と、フッ素樹脂等の減衰材よりなる第1の減衰ワッシャ50とが介装されている。
皿バネ44の下端と上部コーナー金物22の底板22aとの間には、所定の隙間Y(例えば5mm)が形成されている。
A plurality of disc springs 44 are disposed on the upper end surface side of the elastic member 38 for vibration reduction.
Between the disc spring 44 and the head 46 of the stopper bolt 32, a first washer 48 made of a metal material and a first damping washer 50 made of a damping material such as fluororesin are interposed. ing.
A predetermined gap Y (for example, 5 mm) is formed between the lower end of the disc spring 44 and the bottom plate 22a of the upper corner metal piece 22.

上記減震用弾性部材38の下端面と、第1のナット52との間には、大型ワッシャ54と、第2の減衰ワッシャ56及び第2のワッシャ58が積層配置されている。
また、上部コーナー金物22の底板22aと、大型ワッシャ54の上面との間には、所定の隙間Z(例えば5mm)が形成されている。この隙間Zは、上記防振部材16によって上部架台12が下部架台14上に弾性支持されることによって、確保されている。
A large washer 54, a second damping washer 56, and a second washer 58 are stacked between the lower end surface of the elastic member for vibration reduction 38 and the first nut 52.
In addition, a predetermined gap Z (for example, 5 mm) is formed between the bottom plate 22a of the upper corner hardware 22 and the upper surface of the large washer 54. The gap Z is secured by elastically supporting the upper frame 12 on the lower frame 14 by the vibration isolating member 16.

ストッパボルト32の先端は、下部コーナー金物28の天板28aに形成された貫通孔36に挿通され、第2のナット60、第3のワッシャ62、第4のワッシャ64及び第3のナット66を介して、天板28aの上下から締め付け固定されている。   The distal end of the stopper bolt 32 is inserted into a through hole 36 formed in the top plate 28a of the lower corner hardware 28, and a second nut 60, a third washer 62, a fourth washer 64 and a third nut 66 are inserted. The top plate 28a is fastened and fixed from above and below.

このストッパボルト32の装着は、以下の手順に従って行われる。
(1) 第1の減衰ワッシャ50、第1のワッシャ48、複数の皿バネ44、減震用弾性部材38を挿通させたストッパボルト32を、上部コーナー金物22の貫通孔34に挿入する。
(2) 大型ワッシャ54、第2の減衰ワッシャ56、第2のワッシャ58を、ストッパボルト32の先端から挿通させる。
(3) 第1のナット52をストッパボルト32の先端から螺合させ、ストッパボルト32の頭部46との間で、第1の減衰ワッシャ50、第1のワッシャ48、複数の皿バネ44、減震用弾性部材38、大型ワッシャ54、第2の減衰ワッシャ56、第2のワッシャ58を締め付け固定する。
(4) ストッパボルト32の先端に第2のナット60を螺合させた後、第3のワッシャ62を挿通させる。
(5) ストッパボルトの先端を、下部コーナー金物28の貫通孔36に挿通させた後、第4のワッシャ64を挿通させ、第3のナット66を螺合させる。
(6) 第2のナット60及び第3のナット66を締め付けることにより、ストッパボルト32の先端側を下部コーナー金物28に固定する。
The stopper bolt 32 is attached according to the following procedure.
(1) The stopper bolt 32 through which the first damping washer 50, the first washer 48, the plurality of disc springs 44, and the elastic member 38 for vibration reduction are inserted is inserted into the through hole 34 of the upper corner hardware 22.
(2) Insert the large washer 54, the second damping washer 56, and the second washer 58 from the tip of the stopper bolt 32.
(3) The first nut 52 is screwed from the tip of the stopper bolt 32, and between the head 46 of the stopper bolt 32, the first damping washer 50, the first washer 48, the plurality of disc springs 44, The elastic member 38 for vibration reduction, the large washer 54, the second damping washer 56, and the second washer 58 are fastened and fixed.
(4) After the second nut 60 is screwed onto the tip of the stopper bolt 32, the third washer 62 is inserted.
(5) After the tip of the stopper bolt is inserted into the through hole 36 of the lower corner hardware 28, the fourth washer 64 is inserted and the third nut 66 is screwed.
(6) By tightening the second nut 60 and the third nut 66, the tip end side of the stopper bolt 32 is fixed to the lower corner hardware 28.

地震が発生し、上部架台12及び下部架台14が水平方向あるいは回転方向に振動すると、減震用弾性部材38の外側層42に上部コーナー金物22の貫通孔34の縁部が衝突し、その滑り効果によって、こじりやこすれの力を分散させると同時に、内側層40に対する圧縮力が緩和される。
この内側層40は、損失係数の大きな弾性材料等の減衰材よりなるため、小さな圧縮力を受けても大きなエネルギー吸収効果を奏することができる。
また、第1の減衰ワッシャ50及び第2の減衰ワッシャ56における、滑り摩擦による振動エネルギーの減衰効果も期待できる。
When an earthquake occurs and the upper frame 12 and the lower frame 14 vibrate in the horizontal direction or the rotation direction, the edge of the through hole 34 of the upper corner hardware 22 collides with the outer layer 42 of the elastic member 38 for vibration reduction, and the slip By the effect, the compressive force on the inner layer 40 is relieved at the same time as the force of twisting and rubbing is dispersed.
Since the inner layer 40 is made of a damping material such as an elastic material having a large loss coefficient, a large energy absorption effect can be obtained even when a small compressive force is applied.
Moreover, the damping effect of the vibration energy by sliding friction in the first damping washer 50 and the second damping washer 56 can be expected.

この除振架台10に対し1Gを越える上下方向の振動が加えられた場合には、上部コーナー金物22の底板22aが皿バネ44に衝突し、各皿バネ44の弾性力によって振動エネルギーが吸収される。
この際、皿バネ44の相互間で滑り摩擦が生じるため、より効率的な減衰効果が期待できる。
また、第1の減衰ワッシャ50及び第2の減衰ワッシャ56による圧縮衝撃力緩和効果が発揮される。
When vibration exceeding 1G is applied to the vibration isolation base 10, the bottom plate 22 a of the upper corner hardware 22 collides with the disc spring 44, and the vibration energy is absorbed by the elastic force of each disc spring 44. The
At this time, since sliding friction occurs between the disc springs 44, a more efficient damping effect can be expected.
Further, the effect of reducing the compression impact force by the first damping washer 50 and the second damping washer 56 is exhibited.

以上のように、この除振架台10の減震ストッパ30の場合、減震用弾性部材38が滑り材よりなる外側層42と、減衰材よりなる内側層40からなる積層構造を備えているため、地震発生時における振動エネルギーを有効に分散・吸収することができる。
この結果、地震による大きな振動が長時間続いたとしても、減震用弾性部材38が容易に破壊されることがなく、その耐震性を維持することが可能となる。
As described above, in the case of the vibration damping stopper 30 of the vibration isolation base 10, the vibration damping elastic member 38 has a laminated structure including the outer layer 42 made of a sliding material and the inner layer 40 made of a damping material. In addition, it can effectively disperse and absorb vibration energy when an earthquake occurs.
As a result, even if a large vibration due to an earthquake continues for a long time, the elastic member for vibration reduction 38 is not easily broken, and the earthquake resistance can be maintained.

上記においては、ストッパボルト32の先端を下部架台14の下部コーナー金物28に固定すると共に、上部架台12の上部コーナー金物22の貫通孔34内に減震用弾性部材38を配置した例を示したが、この発明はこれに限定されるものではない。すなわち、ストッパボルト32の先端を上部架台12の上部コーナー金物22に固定すると共に、下部架台14の下部コーナー金物28側に大径の貫通孔を形成しておき、その中に減震用弾性部材38を配置させることもできる。   In the above, an example in which the tip of the stopper bolt 32 is fixed to the lower corner hardware 28 of the lower gantry 14 and the vibration reducing elastic member 38 is disposed in the through hole 34 of the upper corner hardware 22 of the upper gantry 12 is shown. However, the present invention is not limited to this. That is, the tip of the stopper bolt 32 is fixed to the upper corner hardware 22 of the upper gantry 12, and a large-diameter through hole is formed on the lower corner hardware 28 side of the lower gantry 14, and an elastic member for vibration reduction is formed therein. 38 can also be arranged.

また、上記においては、複数の皿バネ44を減震用弾性部材38の上端面側に配置させた例を示したが、減震用弾性部材38の下端面側に複数の皿バネ44を配置させることも当然に可能である。
あるいは、図4に示すように、減震用弾性部材38の上端面側及び下端面側のそれぞれに複数の皿バネ44を配置させることもできる。この結果、上部架台12が上下方向に振動した際には、上部コーナー金物22の底板22aが上下2箇所で皿バネ44に衝突することになり、より効果的に振動を抑制することが可能となる。
Further, in the above, an example in which a plurality of disc springs 44 are arranged on the upper end surface side of the vibration reducing elastic member 38 is shown, but a plurality of disc springs 44 are arranged on the lower end surface side of the vibration reducing elastic member 38. Of course, it is also possible to make it.
Alternatively, as shown in FIG. 4, a plurality of disc springs 44 can be disposed on each of the upper end surface side and the lower end surface side of the elastic member 38 for vibration reduction. As a result, when the upper frame 12 vibrates in the vertical direction, the bottom plate 22a of the upper corner metal piece 22 collides with the disc spring 44 at two upper and lower positions, so that vibration can be suppressed more effectively. Become.

この発明に係る減震ストッパを適用した除振架台を示す側面図である。It is a side view which shows the anti-vibration stand to which the anti-seismic stopper which concerns on this invention is applied. 上記除振架台を示す平面図である。It is a top view which shows the said vibration isolation stand. この発明に係る減震ストッパを示す拡大部分断面図である。It is an expanded partial sectional view which shows the anti-seismic stopper which concerns on this invention. この発明に係る減震ストッパの変更例を示す拡大部分断面図である。It is an expanded partial sectional view which shows the example of a change of the anti-seismic stopper which concerns on this invention. 従来の耐震ストッパを示す拡大部分断面図である。It is an expanded partial sectional view which shows the conventional earthquake-resistant stopper.

10 除振架台
12 上部架台
14 下部架台
16 防振部材
18 基礎
20a〜20d 上部フレーム部材
22 上部コーナー金物
24 取付け片部
26 貫通孔
28 下部コーナー金物
29 下部フレーム部材
30 減震ストッパ
32 ストッパボルト
34 上部コーナー金物の貫通孔
36 下部コーナー金物の貫通孔
38 減震用弾性部材
40 内側層
42 外側層
44 皿バネ
46 ストッパボルトの頭部
48 第1のワッシャ
50 第1の減衰ワッシャ
52 第1のナット
54 大型ワッシャ
56 第2の減衰ワッシャ
58 第2のワッシャ
60 第2のナット
62 第3のワッシャ
64 第4のワッシャ
66 第3のナット
10 Vibration isolation stand
12 Upper frame
14 Lower base
16 Anti-vibration material
18 Basics
20a ~ 20d Upper frame member
22 Upper corner hardware
24 Mounting piece
26 Through hole
28 Lower corner hardware
29 Lower frame member
30 Anti-seismic stopper
32 Stopper bolt
34 Upper corner hardware through hole
36 Lower corner hardware through hole
38 Elastic member for vibration reduction
40 inner layer
42 Outer layer
44 Belleville spring
46 Stopper bolt head
48 First washer
50 First damping washer
52 First nut
54 Large washer
56 Second damping washer
58 Second washer
60 Second nut
62 Third washer
64 4th washer
66 Third nut

Claims (1)

基礎に固定される下部架台と、負荷が載置される上部架台と、上記下部架台と上部架台との間に介装され、上部架台を弾性支持する複数の防振部材とを備えた除振架台に適用される減震ストッパであって、
上記上部架台または下部架台の何れか一方に設けられた貫通孔と、
上記上部架台または下部架台の何れか他方に一端が固定されると共に、他端が上記貫通孔内に挿通されるストッパ部材と、
このストッパ部材に挿通され、その上端面が上記貫通孔から上方に突出すると共に、その下端面が上記貫通孔から下方に突出した減震用弾性部材と、
この減震用弾性部材の外周面と上記貫通孔の内面との間に形成された第1の隙間と、
上記ストッパ部材に挿通されると共に、上記減震用弾性部材の上端側に配置された第1の減衰ワッシャと、
この第1の減衰ワッシャと上記貫通孔との間に形成された第2の隙間と、
上記ストッパボルトに挿通されると共に、上記減震用弾性部材の下端側に配置された第2の減衰ワッシャと、
この第2の減衰ワッシャと上記貫通孔との間に形成された第3の隙間とを備え、
上記減震用弾性部材が、滑り材よりなる外側層と、減衰材よりなる内側層からなる二層構造を備えていることを特徴とする除振架台の減震ストッパ。
A vibration isolation device comprising: a lower frame fixed to a foundation; an upper frame on which a load is placed; and a plurality of vibration isolation members interposed between the lower frame and the upper frame to elastically support the upper frame. An anti-vibration stopper applied to the gantry,
A through hole provided in either the upper frame or the lower frame;
A stopper member having one end fixed to the other of the upper frame or the lower frame and the other end inserted into the through hole;
An elastic member for vibration reduction which is inserted through the stopper member, and whose upper end surface protrudes upward from the through hole and whose lower end surface protrudes downward from the through hole;
A first gap formed between the outer peripheral surface of the vibration-reducing elastic member and the inner surface of the through hole;
A first damping washer that is inserted through the stopper member and disposed on the upper end side of the vibration-reducing elastic member;
A second gap formed between the first damping washer and the through hole;
A second damping washer that is inserted through the stopper bolt and disposed on the lower end side of the elastic member for vibration reduction;
A third gap formed between the second damping washer and the through hole,
An anti-seismic stopper for an anti-vibration base, wherein the elastic member for vibration reduction includes a two-layer structure including an outer layer made of a sliding material and an inner layer made of a damping material.
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KR101714716B1 (en) * 2016-07-13 2017-03-09 (주) 지엔씨에너지 Electric panel having aseismatic and anti-vibration apparatus
JP2018189174A (en) * 2017-05-09 2018-11-29 株式会社ナベヤ Vibration control frame and fixation structure thereof
KR102433419B1 (en) * 2022-05-02 2022-08-19 지엔원에너지(주) Heat Pump System with Noise Protection and Seismic Protection

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Publication number Priority date Publication date Assignee Title
KR101714716B1 (en) * 2016-07-13 2017-03-09 (주) 지엔씨에너지 Electric panel having aseismatic and anti-vibration apparatus
JP2018189174A (en) * 2017-05-09 2018-11-29 株式会社ナベヤ Vibration control frame and fixation structure thereof
KR102433419B1 (en) * 2022-05-02 2022-08-19 지엔원에너지(주) Heat Pump System with Noise Protection and Seismic Protection

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