JP2013249942A - Rolling prevention mechanism and vibration-proof pedestal including the mechanism - Google Patents

Rolling prevention mechanism and vibration-proof pedestal including the mechanism Download PDF

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JP2013249942A
JP2013249942A JP2012127469A JP2012127469A JP2013249942A JP 2013249942 A JP2013249942 A JP 2013249942A JP 2012127469 A JP2012127469 A JP 2012127469A JP 2012127469 A JP2012127469 A JP 2012127469A JP 2013249942 A JP2013249942 A JP 2013249942A
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vibration
frame
outer layer
reducing member
rolling
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JP5988708B2 (en
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Kozo Okamoto
興三 岡本
Yasuo Nishi
康夫 西
Hiroaki Yagi
博昭 八木
Yoshiko Tsuchiya
佳香 土屋
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Tokkyokiki Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a rolling prevention mechanism preventing an upper pedestal of a vibration-proof pedestal from largely rolling and tilting together with a device against a giant earthquake associated with three-dimensional shaking in a horizontal direction and a vertical direction.SOLUTION: A rolling prevention mechanism includes: a lower quake-reducing base table (21) installed on an upper face of a lower pedestal (1) of a vibration-proof pedestal (A); an upper quake-reducing base table (22) installed on a lower face of an upper pedestal (10) opposing to the lower quake-reducing base table (21); and a quake-reducing member (20) fitted into recesses (23), (24) recessed in opposing faces of the upper quake-reducing base table (22) and the lower quake-reducing base table (21). An upper part and a lower part of the quake-reducing member (20) are fitted into the recesses (23), (24), respectively, and an outer layer (20a) at least in contact with the recesses (23), (24) is constituted from an elastic member.

Description

本発明は、巨大地震に見舞われても防振架台に載置された負荷の許容範囲を超える揺れや転倒を効果的に防止できるローリング防止機構及び同機構付き防振架台に関する。   The present invention relates to a rolling prevention mechanism that can effectively prevent a swing and a fall that exceed the allowable range of a load placed on a vibration isolator even if a large earthquake occurs, and a vibration isolator with the mechanism.

従来からビルの電源装置や工場に設置された機械設備の防振装置として、これら装置から発生する振動或いはこれら装置に設置面から伝達する振動を遮断する装置として防振架台が広く利用されている。   Conventionally, as an anti-vibration device for a building power supply or mechanical equipment installed in a factory, an anti-vibration stand has been widely used as a device for blocking vibration generated from these devices or vibration transmitted from the installation surface to these devices. .

この防振架台は床に設置される下部架台と、負荷である装置を載置する上部架台と、両者の間に複数カ所設置され、上部架台を支えるコイルばねを主構成要素とする防振具と、上・下部架台の間で水平方向及び垂直方向に相対移動が生じた場合にこれを一定範囲に抑制するストッパ機構とで構成されている。これにより装置から発生した通常の振動或いは前述のように逆方向の振動(床側からの振動)に対しては、防振具のコイルばねの働きにより上部架台と下部架台との間の振動の伝達を効果的に抑制することができる。   This anti-vibration base is composed of a lower base installed on the floor, an upper base on which a device as a load is placed, and a plurality of anti-vibration mounts installed between them, and coil springs supporting the upper base as main components. And a stopper mechanism that suppresses the relative movement in the horizontal direction and the vertical direction between the upper and lower frames within a certain range. As a result, the normal vibration generated from the device or the vibration in the reverse direction (vibration from the floor side) as described above, the vibration between the upper frame and the lower frame is caused by the action of the coil spring of the vibration isolator. Transmission can be effectively suppressed.

仮に、前述のように逆方向の揺れとして、台風のような風の圧力や小規模の地震による揺れに見舞われ、通常の振幅を超えるような揺れを受けたとしても、ストッパ部材と耐震枠とで構成されたストッパ機構によって上・下架台間の水平方向あるいは垂直方向の相対移動が一定範囲で規制されて上部架台が許容値を越えて大きく揺れて傾いたり、甚だしくは装置もろとも上部架台が倒れるということがないように規制しようとしている。   As described above, as a reverse sway, the stopper member and the seismic frame are affected even by a typhoon-like wind pressure or a small-scale earthquake. The horizontal or vertical relative movement between the upper and lower mounts is restricted within a certain range by the stopper mechanism configured in this way, and the upper mount is tilted by shaking greatly beyond the allowable value. I am trying to regulate so that it won't fall.

その場合、ストッパ部材に耐震枠が衝突したときに大きな衝撃が加わり、負荷である装置に大きなダメージを与える虞があるため、ストッパ部材を中心とし、隙間を設けて耐震枠の上下に一対の耐震用弾性円板部材を配設し、これによって負荷の起動・停止時は勿論、風圧や小規模地震によって負荷が大きく揺れ、ストッパ部材に取り付けた耐震用弾性部材が耐震枠に弾接して働いたとしても防振部材の除振効果を大きく損なわないようにしたものが提案された(特許文献1)。   In that case, when the seismic frame collides with the stopper member, a large impact is applied, and there is a risk of damaging the device that is the load.Therefore, a pair of seismic frames are provided above and below the seismic frame with a gap around the stopper member. The elastic disk member was installed, so that the load was greatly shaken by wind pressure and small-scale earthquakes as well as when starting and stopping the load, and the earthquake-resistant elastic member attached to the stopper member worked against the earthquake-resistant frame. However, there has been proposed one that does not significantly impair the vibration isolation effect of the vibration isolation member (Patent Document 1).

特開平7−208542JP-A-7-208542

ところが、この発明では上部架台が揺れて傾いた時、前記隙間の存在によって耐震枠に耐震用弾性部材が弾接するまでの間は耐震用弾性部材が前記隙間を空走し、耐震用弾性部材が耐震枠に接触する際には弾性部材であるものの衝撃的に耐震枠に衝突することになる。この衝撃は通常の風圧や振動、揺れの場合では問題にならないが、巨大地震のような場合には巨大な衝撃となり、ストッパ機構を破損するだけでなく、上部架台が装置もろとも転倒してしまう。また、この発明のストッパ部材は垂直方向の振動やローリングしているような耐震用弾性部材を圧縮する方向の揺れに対してはある程度有効なものの、水平方向の揺れに対しては効果が少ない。   However, according to the present invention, when the upper frame is swung and tilted, the earthquake-resistant elastic member runs idle in the gap until the earthquake-resistant elastic member elastically contacts the earthquake-resistant frame due to the presence of the gap. When contacting the seismic frame, although it is an elastic member, it impacts the seismic frame impactively. This impact is not a problem in the case of normal wind pressure, vibration, or shaking, but in the case of a huge earthquake, it becomes a huge impact and not only breaks the stopper mechanism, but also the upper frame falls down with the equipment. . The stopper member according to the present invention is effective to some extent against vertical vibration and rolling in the direction of compressing the rolling elastic member for earthquake resistance, but has little effect on horizontal shaking.

本発明はこのような問題点に鑑みてなされたもので、水平方向及び垂直方向の3次元的揺れを伴う巨大地震に対して、上部架台が装置共々大きくローリングして傾き、装置を破損するというようなことがないローリング防止機構及び同機構付き防振架台を提供することにある。   The present invention has been made in view of such problems, and with respect to a huge earthquake accompanied by three-dimensional shaking in the horizontal direction and the vertical direction, the upper frame rolls and tilts greatly together with the device, and the device is damaged. An object of the present invention is to provide a rolling prevention mechanism and a vibration isolator with the same mechanism.

請求項1に記載の発明は、防振架台(A)の下部架台(1)の上面に設置される下部減震基台(21)と、下部減震基台(21)に対向して上部架台(10)の下面に設置される上部減震基台(22)と、上部減震基台(22)及び下部減震基台(21)の対向面に凹設された凹部(23)、(24)に嵌め込まれた減震部材(20)とで構成され、
減震部材(20)の上部と下部のそれぞれが、凹部(23)、(24)に嵌め込まれ、少なくとも凹部(23)、(24)に接する減震部材(20)の外層(20a)が弾性部材で構成されていることを特徴とするローリング防止機構(B)である。
The invention described in claim 1 includes a lower vibration isolation base (21) installed on the upper surface of the lower base (1) of the vibration isolation base (A), and an upper part facing the lower vibration reduction base (21). An upper damping base (22) installed on the underside of the gantry (10), and a recess (23) recessed in the opposing surface of the upper damping base (22) and the lower damping base (21), (24) and a vibration-reducing member (20) fitted in,
The upper and lower parts of the vibration-reducing member (20) are fitted into the recesses (23) and (24), respectively, and at least the outer layer (20a) of the vibration-reducing member (20) in contact with the recesses (23) and (24) is elastic. It is a rolling prevention mechanism (B) characterized by comprising a member.

請求項2に記載の発明は、減震部材(20)の第1実施例に関し、減震部材(20)の外層(20a)と内層(20b)とを異なる縦弾性係数を持つ弾発性素材で構成されていることを特徴とする。   The invention according to claim 2 relates to the first embodiment of the vibration reducing member (20), and the elastic material having different longitudinal elastic modulus for the outer layer (20a) and the inner layer (20b) of the vibration reducing member (20). It is characterized by comprising.

請求項3に記載の発明は、減震部材(20)の第2実施例に関し、減震部材(20)は中空体であって、その外層(20a)は弾性素材で構成されていることを特徴とする。   The invention described in claim 3 relates to the second embodiment of the vibration damping member (20), wherein the vibration damping member (20) is a hollow body and its outer layer (20a) is made of an elastic material. Features.

請求項4に記載の発明は、減震部材(20)の第3実施例に関し、減震部材(20)の外層(20a)が内層(20b)を支えるバネ材(20e)を内蔵していることを特徴とする。   The invention according to claim 4 relates to a third embodiment of the vibration reducing member (20), and the outer layer (20a) of the vibration reducing member (20) includes a spring material (20e) for supporting the inner layer (20b). It is characterized by that.

請求項5に記載の発明は、減震部材(20)の第4実施例に関し、減震部材(20)の外層(20a)が内層(20b)を支えるバネ材(20e)で構成されていることを特徴とする。   The invention according to claim 5 relates to a fourth embodiment of the vibration reducing member (20), wherein the outer layer (20a) of the vibration reducing member (20) is constituted by a spring material (20e) that supports the inner layer (20b). It is characterized by that.

請求項6に記載の発明は、請求項1〜5に記載のローリング防止機構(B)が付加された防振架台(A)で、
床面(50)に設置される下部架台(1)と、
負荷(W)が設置される上部架台(10)と、
上部架台(10)と下部架台(1)との間に設置され、上部架台(10)を支持する防振具(30)と、
上部架台(10)と下部架台(1)との間に設置された請求項1〜5に記載のローリング防止機構(B)とで構成されたことを特徴とする。
The invention according to claim 6 is a vibration isolator (A) to which the rolling prevention mechanism (B) according to claims 1 to 5 is added,
A lower frame (1) installed on the floor (50);
An upper frame (10) on which a load (W) is installed;
A vibration isolator (30) installed between the upper frame (10) and the lower frame (1) and supporting the upper frame (10);
The rolling prevention mechanism (B) according to claim 1, which is installed between the upper frame (10) and the lower frame (1).

本発明のローリング防止機構(B)の減震部材(20)の上部と下部のそれぞれが、凹部(23)、(24)に嵌め込まれ、少なくとも凹部(23)、(24)に接する外層(20a)が弾性部材で構成されているので、巨大な三次元的揺れが防振架台(A)に入力して上部架台(10)と下部架台(1)との間で大きな三次元的相対的ずれが生じようとしたときに、従来のように耐震用弾性部材にストッパ部材が衝撃的に衝突することがなく、三次元的相対的ずれ発生の最初から減震部材(20)が大きく撓んで振動エネルギーの一部を熱に変換する。その結果、防振具(30)の撓み量は減震部材(20)の撓み量に制限されて揺れが大幅に抑制され、ローリングして大きく傾くようなことがない。その結果、上部架台(10)に載置されている載置負荷(W)自体の損傷を免れるだけでなく、外部装置との接続のための部材、例えば、端子(T)に接続されている外部配線が断裂するというようなこともない。   Each of the upper and lower parts of the vibration-reducing member (20) of the rolling prevention mechanism (B) of the present invention is fitted into the recesses (23), (24), and at least the outer layer (20a) in contact with the recesses (23), (24) ) Is made of an elastic member, so that a large three-dimensional vibration is input to the anti-vibration frame (A) and a large three-dimensional relative displacement between the upper frame (10) and the lower frame (1). When this occurs, the stopper member does not collide with the elastic member for earthquake resistance as in the past, and the vibration reducing member (20) is greatly bent and vibrates from the beginning of the three-dimensional relative deviation. Part of the energy is converted to heat. As a result, the amount of flexure of the vibration isolator (30) is limited by the amount of flexure of the anti-vibration member (20), so that the shaking is greatly suppressed and rolling does not cause a large inclination. As a result, in addition to avoiding damage to the mounting load (W) itself mounted on the upper frame (10), it is connected to a member for connection with an external device, for example, a terminal (T) There is no such thing as external wiring breaking.

また、減震部材(20)の外層(20a)が内層(20b)に比べて柔らかい素材で構成されている場合や、中空体であって、その外層(20a)は弾性素材で構成されている場合には、図4,5に示すように、大きく圧縮された時に外層(20a)が外に押し出され、その押し出された部分が近接した上・下減震基台(21)(22)の対向面の間に挟まれて急速に抵抗力を増し、これによってローリング防止効果を更に高める。逆に、減震部材(20)の内層(20b)が外層(20a)に比べて柔らかい素材で構成されている場合、外層(20a)と共に内層(20b)が大きく変形して同様にローリング防止効果を更に高める。   Further, when the outer layer (20a) of the vibration reducing member (20) is made of a soft material compared to the inner layer (20b), or a hollow body, the outer layer (20a) is made of an elastic material. In this case, as shown in FIGS. 4 and 5, the outer layer (20a) is pushed out when it is greatly compressed, and the pushed-up portions of the upper and lower vibration-reducing bases (21) and (22) are in close proximity. The resistance is rapidly increased by being sandwiched between the opposing surfaces, thereby further enhancing the rolling prevention effect. On the contrary, when the inner layer (20b) of the vibration-reducing member (20) is made of a softer material than the outer layer (20a), the inner layer (20b) is greatly deformed together with the outer layer (20a), and similarly the rolling prevention effect is achieved. Further increase.

本発明のローリング防止機構が装備された防振架台の正面図である。It is a front view of the vibration isolator stand equipped with the rolling prevention mechanism of this invention. 図1に用いられる防振架台の斜視図である。It is a perspective view of the vibration isolator used for FIG. 図1の3A−3A断面図である。It is 3A-3A sectional drawing of FIG. 図3の減震部材を圧縮した時の正面方向からの図である。It is a figure from the front direction when the vibration damping member of FIG. 3 is compressed. 図4の直角方向からの断面図である。It is sectional drawing from the right angle direction of FIG. 本発明のローリング防止機構の第2実施例の正面図である。It is a front view of 2nd Example of the rolling prevention mechanism of this invention. 図6の直角方向からの断面図である。It is sectional drawing from the right angle direction of FIG. 図7の中央断面図であるFIG. 8 is a central sectional view of FIG. 7. 本発明のローリング防止機構の第3実施例の中央断面図である。It is a center sectional view of the 3rd example of the rolling prevention mechanism of the present invention. 図8又は9の平面図である。FIG. 10 is a plan view of FIG. 8 or 9. 本発明に使用されるストッパ機構の拡大断面図である。It is an expanded sectional view of the stopper mechanism used for the present invention.

以下、本発明を図面に従って説明する。防振架台(A)は下部架台(1)、上部架台(10)、防振具(30)、ローリング防止機構(B)及び必要に応じて設けられるストッパ機構(D)で構成されている。   The present invention will be described below with reference to the drawings. The anti-vibration frame (A) includes a lower frame (1), an upper frame (10), an anti-vibration tool (30), a rolling prevention mechanism (B), and a stopper mechanism (D) provided as necessary.

下部架台(1)は、四隅に配置された下コーナー部材(2)、下コーナー部材(2)の対向面間に溶接された長短2本づつの下フレーム(3)(4)とで矩形に構成されている。下コーナー部材(2)は、L形の側片(2a)、その上下に溶接された下片(2b)、上片(2c)とで構成されており、下片(2b)にアンカーボルト孔(2d)が穿設されている。   The lower frame (1) has a rectangular shape with a lower corner member (2) arranged at the four corners and two lower and lower frames (3) and (4) welded between the opposing surfaces of the lower corner member (2). It is configured. The lower corner member (2) is composed of an L-shaped side piece (2a), a lower piece (2b) welded to the upper and lower sides thereof, and an upper piece (2c). An anchor bolt hole is formed in the lower piece (2b). (2d) is drilled.

上部架台(10)は、下部架台(1)と同様、長短2本づつの上フレーム(13)(14)を矩形に組み合わせ、該上フレーム(13)(14)の角部に上コーナー部材(12)が溶接されている。上コーナー部材(12)は、L形の側片(12a)、その上下に溶接された下片(12b)、上片(12c)とで構成されている。   The upper frame (10), like the lower frame (1), combines two upper and lower upper frames (13, 14) into a rectangular shape, and an upper corner member ( 12) is welded. The upper corner member (12) includes an L-shaped side piece (12a), a lower piece (12b) welded to the upper and lower sides thereof, and an upper piece (12c).

そして、上部架台(10)の下片(12b)と、下部架台(1)の上片(2c)にはストッパ機構(D)のストッパーボルト(41)が挿通され、その下端が下コーナー部材(2)の上片(2c)にナット止めされている。ストッパーボルト(41)の上部の挿通部分は、上部架台(10)の下片(12b)に穿設された通孔(12t)に設けられたゴム座金(42)に非接触で挿入されている。ストッパーボルト(41)の挿入端には抜け止めのナット(45)がダブルナット掛けで取り付けられている。   Then, the stopper bolt (41) of the stopper mechanism (D) is inserted into the lower piece (12b) of the upper frame (10) and the upper piece (2c) of the lower frame (1), and the lower corner member ( 2) The nut is fixed to the upper piece (2c). The upper insertion portion of the stopper bolt (41) is inserted in a non-contact manner into a rubber washer (42) provided in a through hole (12t) formed in the lower piece (12b) of the upper frame (10). . A stopper nut (45) is attached to the insertion end of the stopper bolt (41) with a double nut hook.

本実施例のストッパ機構(D)には、上部架台(10)の下片(12b)と、下部架台(1)の上片(2c)の間において、いずれにも接触しない薄い減震ワッシャ(43)がストッパーボルト(41)に螺装されている。   The stopper mechanism (D) of the present embodiment has a thin vibration reducing washer that does not come into contact between the lower piece (12b) of the upper frame (10) and the upper piece (2c) of the lower frame (1) ( 43) is screwed onto the stopper bolt (41).

また、上・下架台(1)(10)の長い方の上フレーム(3)(13)間に取付フレーム(5)(15)が必要に応じて懸け渡されており、その内隅にストッパ機構(D)が必要に応じて設けられている。取付フレーム(5)(15)や内隅のストッパ機構(D)は上・下架台(1)(10)が長大である場合に必要に応じて設けられる。また、図示していないが、負荷(W)の重量が大である場合、上部架台(10)の内側にはコンクリートが充填される。   A mounting frame (5) (15) is suspended between the upper frame (3) (13) on the longer side of the upper and lower mounts (1) (10) as necessary. A mechanism (D) is provided as necessary. The mounting frames (5) and (15) and the stopper mechanism (D) at the inner corner are provided as necessary when the upper and lower mounts (1) and (10) are long. Although not shown, when the weight of the load (W) is large, the inside of the upper frame (10) is filled with concrete.

防振具(30)は周知の構造のもので、基台(31)と、基台(31)上に取り付けられた中空で下面開口上端面閉塞状且つ周面多段の蛇腹が形成された蛇腹部材(32)と、蛇腹部材(32)内に設けられたコイルばね(33)とで構成されており、基台(31)の底面に設けられたスライド溝(34)によって下フレーム(3)(4)上を移動させて任意の場所に設置することができ、上部架台(10)は蛇腹部材(32)のコイルばね(33)によって支持されている。防振具(30)は下フレーム(3)(4)上で複数個所に設置されている。   The vibration isolator (30) has a well-known structure, and includes a base (31) and a bellows formed on the base (31) and having a hollow, lower surface opening top surface closed and a circumferential multistage bellows. It consists of a member (32) and a coil spring (33) provided in the bellows member (32), and the lower frame (3) by a slide groove (34) provided in the bottom surface of the base (31) (4) The upper frame (10) is supported by the coil spring (33) of the bellows member (32). The vibration isolator (30) is installed at a plurality of locations on the lower frames (3) and (4).

ローリング防止機構(B)の第1実施例は、図3〜5で示すように、減震部材(20)と上・下減震基台(21)、(22)とで構成されている。上・下減震基台(21)、(22)は上下対称のもので、その対向面には減震部材(20)の上部、下部をそれぞれ収容するための凹部(23)(24)が凹設されている。凹部(23)(24)の形状は収納される減震部材(20)の外形に合わせて形成される。従って、収納された減震部材(20)と凹部(23)(24)は接触状態にある。図の実施例では、凹部(23)(24)の形状は半球より若干の浅い凹球面である。上・下減震基台(21)、(22)の上・下面には嵌め込み溝(25)(26)が同じ方向に凹設されており、嵌め込み溝(25)(26)を構成する一対の立片(25a)(26a)に貫通孔(27)(28)が形成されている。   As shown in FIGS. 3 to 5, the first embodiment of the rolling prevention mechanism (B) includes a vibration reducing member (20) and upper and lower vibration reducing bases (21) and (22). The upper and lower anti-vibration bases (21) and (22) are vertically symmetric, and the opposite surfaces have recesses (23) and (24) for accommodating the upper and lower parts of the vibration-reducing member (20), respectively. It is recessed. The shape of the recesses (23) and (24) is formed in accordance with the outer shape of the seismic reduction member (20) to be accommodated. Therefore, the stored vibration reducing member (20) and the recesses (23) and (24) are in contact with each other. In the illustrated embodiment, the shape of the recesses (23) and (24) is a concave spherical surface slightly shallower than the hemisphere. Insertion grooves (25) and (26) are recessed in the same direction on the upper and lower surfaces of the upper and lower anti-vibration bases (21) and (22), and a pair constituting the insertion grooves (25) and (26). Through holes (27) and (28) are formed in the standing pieces (25a) and (26a).

減震部材(20)は球体で、その材質はゴム状の弾性素材或いは低反発ゴムのようなもの、金属、樹脂など適宜なものが使用されるが、ゴムやその一種で反発力の殆んどない低反発ゴムのようなものが振動吸収の意味から好ましい。金属の場合は外力入力時に押し潰される必要があるところから中空体が好ましい。勿論、ゴムのような場合でも中空体を採用することができる。   The anti-seismic member (20) is a sphere, and a material such as a rubber-like elastic material or low-rebound rubber, metal, resin, etc., is used as appropriate, but rubber and one type of rebound force are almost all. A low resilience rubber is preferable from the viewpoint of vibration absorption. In the case of metal, a hollow body is preferable because it needs to be crushed when an external force is input. Of course, a hollow body can be used even in the case of rubber.

また、減震部材(20)全体を前述のように弾性素材その他前記素材で構成しても良いし、接触外層(20a)と内層(20b)とで構成し、外層(20a)を内層(20b)より柔らかい素材で形成するようにしてもよいし、その逆でもよい。図示しないが、減震部材(20)の表面に弾性突起を設けるようにしてもよい。この場合、弾性突起を低反発ゴムで構成しておくことが望ましい。勿論、弾性突起を硬質素材で形成し、内層(20b)を弾性突起より軟らかい低反発ゴムで結成してもよい。いずれにせよ、接触外層(20a)と内層(20b)の硬度(或いは縦弾性係数)を変えるようにすることが好ましい。なお、内層(20b)は1層でなく、複数層で形成し、それぞれの硬度(或いは縦弾性係数)を変えるようにしておくことが振動エネルギーの吸収の点で好ましい。以上の場合が、減震部材(20)が球体の場合であるが、これをローラ状、立方体、直方体、円錐台、角錐台その他必要な形状とすることができる。   Further, as described above, the entire vibration-reducing member (20) may be composed of an elastic material or the above-mentioned material, or it may be composed of a contact outer layer (20a) and an inner layer (20b), and the outer layer (20a) may be an inner layer (20b). ) It may be made of a softer material or vice versa. Although not shown, an elastic protrusion may be provided on the surface of the vibration reducing member (20). In this case, it is desirable that the elastic protrusion is made of a low rebound rubber. Of course, the elastic protrusions may be formed of a hard material, and the inner layer (20b) may be formed of a low-rebound rubber that is softer than the elastic protrusions. In any case, it is preferable to change the hardness (or longitudinal elastic modulus) of the contact outer layer (20a) and the inner layer (20b). The inner layer (20b) is preferably formed of a plurality of layers instead of a single layer, and the hardness (or longitudinal elastic modulus) of each layer is preferably changed from the viewpoint of absorption of vibration energy. The above case is a case where the vibration-reducing member (20) is a sphere, but this can be made into a roller shape, a cube, a rectangular parallelepiped, a truncated cone, a truncated pyramid or other necessary shapes.

本発明にかかる防振架台(A)は、コーナー部材(2)のアンカーボルト孔(2d)を利用して床面(50)に植設されたアンカーボルト(51)にて床面(50)に固定され、防振架台(A)の上・下部架台(1)(10)間に設けられた防振具(30)の近傍内側或いは図示していないが、外側にローリング防止機構(B)が設置されている。本実施例では長尺の上・下フレーム(3)(13)の間にて4箇所設置されているが、勿論、必要に応じて更に設置することも可能である。   The anti-vibration mount (A) according to the present invention includes a floor surface (50) with anchor bolts (51) planted on the floor surface (50) using the anchor bolt holes (2d) of the corner member (2). The anti-rolling mechanism (B) on the inner side of the anti-vibration tool (30) provided between the upper and lower bases (1) and (10) of the anti-vibration base (A) Is installed. In this embodiment, four places are installed between the long upper and lower frames (3) and (13), but it is of course possible to further install them as necessary.

上部架台(10)は防振具(30)に載置支持され、上部架台(10)の取付孔(図示せず)を利用して上部架台(10)上に載置された負荷(W)が固定される。負荷(W)が変圧器のような電気設備の場合、上面の端子(T)に図示しない外部配線が接続される。負荷(W)の重量によって所定高さまで防振具(30)のコイルばね(33)が撓み、その位置でローリング防止機構(B)の減震部材(20)は、減震部材(20)を受けている凹所(23)(24)の接触面に軽く接触するように配置される。   The upper frame (10) is placed and supported on the vibration isolator (30), and the load (W) placed on the upper frame (10) using the mounting holes (not shown) of the upper frame (10). Is fixed. When the load (W) is an electrical facility such as a transformer, external wiring (not shown) is connected to the terminal (T) on the upper surface. The coil spring (33) of the vibration isolator (30) bends to a predetermined height due to the weight of the load (W), and the anti-seismic member (20) of the rolling prevention mechanism (B) at that position is the anti-vibration member (20). It arrange | positions so that it may touch lightly to the contact surface of the receiving recesses (23) and (24).

このような設置状態のもとで、巨大地震に襲われると、床面(50)が三次元的に大きく揺れ、その影響で床面(50)に固定されている下部架台(1)と、防振具(30)に支えられ、重い負荷(W)が取り付けられている上部架台(10)との間で三次元的な相対変位が発生しようとする。その結果、負荷(W)が前述の変圧器のような電気設備の場合、従来の場合ではこれが大きく揺さぶられて転倒こそしないものの、上面の端子(T)に接続された外部配線が引きちぎられるなど大きなダメージが発生することがある。本発明では、上・下部減震基台(21)(22)が互いに剪断方向或いは上下の圧縮方向に相対移動しようとするものの、その時、減震部材(20)が接触している凹所(23)(24)の接触面において、前述のように減震部材(20)の外層(20a)が最初からに凹所(23)(24)の接触面に接しているので、衝撃的衝突を生ずることなく、凹所(23)(24)の接触面によって減震部材(20)が繰り返して圧迫され、減震部材(20)が剪断或いは圧縮によって変形する。   Under such installation conditions, when a huge earthquake hits the floor (50), the floor (50) shakes greatly in three dimensions, and the lower frame (1) fixed to the floor (50) due to the influence, A three-dimensional relative displacement tends to occur between the upper frame (10) supported by the vibration isolator (30) and attached with a heavy load (W). As a result, when the load (W) is an electrical facility such as the above-mentioned transformer, in the conventional case, this is greatly shaken and does not fall down, but the external wiring connected to the terminal (T) on the top surface is torn off, etc. Major damage may occur. In the present invention, the upper and lower vibration-reducing bases (21), (22) try to move relative to each other in the shearing direction or in the vertical compression direction, but at that time, the recesses where the vibration-reducing members (20) are in contact ( 23) Since the outer layer (20a) of the vibration-reducing member (20) is in contact with the contact surface of the recesses (23) and (24) from the beginning as described above, the impact surface collides with the contact surface of (24). Without the occurrence, the vibration-reducing member (20) is repeatedly pressed by the contact surfaces of the recesses (23) and (24), and the vibration-reducing member (20) is deformed by shearing or compression.

図4,5は減震部材(20)が中空体または外層(20a)が内層(20b)より柔らかい部材で構成され、これを圧縮した状態を示す図面である。押圧された減震部材(20)は押し潰されて次第に変形し、上・下減震基台(21)(22)の間の隙間からその一部が押し出され、外層(20a)が上・下減震基台(21)(22)の対向面間に挟まれる。その結果、上・下減震基台(21)(22)の対向面の近接移動方向に対して大きな抵抗力が生じ、消費エネルギー量が急増して、効率的に大きな相対変位、即ち大きなローリングの発生を抑制することができる。換言すれば、負荷(W)共々三次元的相対変位を生ずる上部架台(10)の移動量は、基本的には前記減震部材(20)の変形量に制限される。なお、減震部材(20)が中空体の場合、側面に設けた、例えば自転車のチューブに取り付けられているバルブのような給気部(20k)から内部に供給する空気量を調節して内部の圧力を調整することができる。内部の空気圧が高い場合には変形抵抗力が大きくなる。   4 and 5 are drawings showing a state in which the vibration reducing member (20) is formed of a hollow body or the outer layer (20a) is softer than the inner layer (20b) and is compressed. The pressed vibration-reducing member (20) is crushed and gradually deformed, and part of it is pushed out from the gap between the upper and lower vibration-reducing bases (21, 22), and the outer layer (20a) is It is sandwiched between the opposing surfaces of the lower vibration reduction base (21) (22). As a result, a large resistance force is generated in the proximity movement direction of the opposing surfaces of the upper and lower anti-vibration bases (21) and (22), the amount of energy consumption increases rapidly, and an efficient large relative displacement, that is, a large rolling Can be suppressed. In other words, the amount of movement of the upper frame (10) that causes a three-dimensional relative displacement for both loads (W) is basically limited to the amount of deformation of the vibration reducing member (20). If the vibration-reducing member (20) is a hollow body, the amount of air supplied to the inside is adjusted by adjusting the amount of air supplied from the air supply part (20k) provided on the side, such as a valve attached to a bicycle tube. The pressure can be adjusted. When the internal air pressure is high, the deformation resistance increases.

そして、仮に減震部材(20)の変形量がストッパ機構(D)の変位許容量を超えた場合には、ストッパーボルト(41)がゴム座金(42)に衝突してストッパ機構(D)のストッパ機能が作用し、下部架台(1)に対する上部架台(10)の大幅な三次元的相対変位が抑制されて負荷(W)の揺れを小さなものに抑える。この場合、前述の減震部材(20)の変形によって振動エネルギーのかなりの部分は熱に変換されており、その分だけストッパ機構(D)に発生する衝撃エネルギーは減殺され、衝撃が緩和される。   If the amount of deformation of the vibration reducing member (20) exceeds the allowable displacement of the stopper mechanism (D), the stopper bolt (41) collides with the rubber washer (42) and the stopper mechanism (D) The stopper function acts, and the large three-dimensional relative displacement of the upper frame (10) with respect to the lower frame (1) is suppressed, and the swing of the load (W) is minimized. In this case, a considerable part of the vibration energy is converted into heat by the deformation of the above-mentioned vibration reducing member (20), and the impact energy generated in the stopper mechanism (D) is reduced by that amount, and the shock is alleviated. .

また、減震ワッシャ(43)が設けられている場合、減震ワッシャ(43)が上部のゴム座金(42)に接触して変形破損し、この変形或いは破損より衝撃エネルギーがさらに減殺され、ローリング防止機構(B)との協働により激しい揺れ(ローリング)防ぐ。特に、負荷(W)が前述のような変圧器の場合、変圧器の端子(T)と外部装置のコードとの接続にダメージを生じさせることがない。   In addition, when the vibration reduction washer (43) is provided, the vibration reduction washer (43) contacts the upper rubber washer (42) and is deformed and damaged, and the impact energy is further reduced by this deformation or damage, and rolling. Prevents severe shaking (rolling) in cooperation with the prevention mechanism (B). In particular, when the load (W) is a transformer as described above, the connection between the terminal (T) of the transformer and the cord of the external device is not damaged.

上記実施例では外層(20a)が内層(20b)より柔らかい場合は示したが、勿論、これに限られず、逆に外層(20a)が内層(20b)より硬い場合でもよい。この場合は、外層(20a)より内層(20b)が変形して同様の効果を示す。   In the above embodiment, the case where the outer layer (20a) is softer than the inner layer (20b) is shown. However, the present invention is not limited to this, and conversely, the outer layer (20a) may be harder than the inner layer (20b). In this case, the inner layer (20b) is deformed from the outer layer (20a) and the same effect is exhibited.

図6〜8は減震部材(20)の第2実施例で、減震部材(20)が、内層(20b)と、外層(20a)を構成するバネ材(20e)で構成されている。内層(20b)は球状で、例えば硬い金属或いは樹脂製で、その上・下部を実施例では四方からバネ材(20e)が支える構造となっている。勿論、それ以上の方向からバネ材(20e)で支えるようにしてもよい。これにより前述のように圧力を受けた減震部材(20)はバネ材(20e)の変形により衝撃エネルギーの減殺、衝撃緩和がなされる。なおこの場合、内層(20b)の上・下部外面を覆う半球状の内層側シェル部材(20b1)、上・下の凹部(23)(24)の内面を覆う半球状の外層側シェル部材(20a1)を更に設けてもよく、両内外層側シェル部材(20a1)(20b1)が硬い金属或いは樹脂製である場合には、同じく硬い金属或いは樹脂製の内層(20b)の表面を滑りによる相対移動することになる。逆に、両内外層側シェル部材(20a1)(20b1)が柔らかい部材であれば、バネ材(20e)の撓みと協働してより大きな衝撃エネルギーの減殺、衝撃緩和を実現する。図6,7の場合は、シェル部材(20a1)(20b1)は内外層の両側に設けた例を示すが、図8のように内層側シェル部材(20b1)だけとしてもよいし、図示していないが、逆に、外層側シェル部材(20a1)だけとしてもよい。   6 to 8 show a second embodiment of the vibration-reducing member (20). The vibration-reducing member (20) is composed of an inner layer (20b) and a spring material (20e) constituting the outer layer (20a). The inner layer (20b) is spherical and made of, for example, hard metal or resin, and has a structure in which the upper and lower portions are supported by the spring material (20e) from four sides in the embodiment. Of course, you may make it support with a spring material (20e) from the direction beyond it. As a result, the vibration-reducing member (20) that has been subjected to pressure as described above is reduced in impact energy and mitigated by the deformation of the spring material (20e). In this case, the hemispherical inner shell member (20b1) covering the upper and lower outer surfaces of the inner layer (20b), and the hemispheric outer shell member (20a1) covering the inner surfaces of the upper and lower recesses (23) and (24) When the inner and outer layer side shell members (20a1) (20b1) are made of hard metal or resin, the relative movement by sliding on the surface of the inner layer (20b) made of the same hard metal or resin is also possible. Will do. Conversely, if both the inner and outer layer side shell members (20a1) and (20b1) are soft members, greater impact energy reduction and impact mitigation are realized in cooperation with the bending of the spring material (20e). 6 and 7, the shell members (20a1) and (20b1) are provided on both sides of the inner and outer layers, but only the inner layer side shell member (20b1) may be used as shown in FIG. On the contrary, only the outer layer side shell member (20a1) may be used.

図9は減震部材(20)の第3実施例で、外層(20a)が半球状の、例えば、ゴムや低反発ゴム或いはエラストマのような軟質部材(20n)とこれに内蔵されたバネ材(20e)とで構成された例である。バネ材(20e)の支持方向は第2実施例と同じである。また、シェル部材についても、図の実施例では内層側シェル部材(20b1)だけが示されているか、この点も第2実施例と同じである。この場合は、軟質部材(20n)による衝撃エネルギーの減殺、衝撃緩和作用が加算される。   FIG. 9 shows a third embodiment of the vibration-reducing member (20). The outer layer (20a) is hemispherical, for example, a soft member (20n) such as rubber, low-resilience rubber or elastomer, and a spring material incorporated therein. (20e). The support direction of the spring material (20e) is the same as in the second embodiment. As for the shell member, only the inner layer side shell member (20b1) is shown in the illustrated embodiment, or this point is also the same as the second embodiment. In this case, the impact energy reduction and impact mitigating action by the soft member (20n) are added.

(A):防振架台,(B):ローリング防止機構,(D):ストッパ機構,(T):端子,(W):負荷,(1):下部架台,(2):下コーナー部材,(2a):L形の側片,(2b):下片,(2c):上片,(2d):アンカーボルト孔,(3)(4):下フレーム,(5):取付フレーム,(10):上部架台,(12):上コーナー部材,(12a):L形の側片,(12b):下片,(12c):上片,(12t):通孔,(13)(14):上フレーム,(15):取付フレーム,(20):減震部材,(20a):外層,(20a1):外層側シェル部材,(20b):内層,(20b1):内層側シェル部材,(20e):バネ材,(20n):軟質部材,(21):下部減震基台,(20e):バネ材,(22):上部減震基台,(23)(24):凹部,(25)(26):嵌め込み溝,(25a)(26a):立片, (27)(28):貫通孔,(30):防振具,(31):基台,(32):蛇腹部材,(33):コイルばね,(34):スライド溝,(41):ストッパーボルト,(42):ゴム座金,(43):減震ワッシャ,(45):抜け止めのナット,(50):床面。 (A): Anti-vibration frame, (B): Rolling prevention mechanism, (D): Stopper mechanism, (T): Terminal, (W): Load, (1): Lower frame, (2): Lower corner member, (2a): L-shaped side piece, (2b): Lower piece, (2c): Upper piece, (2d): Anchor bolt hole, (3) (4): Lower frame, (5): Mounting frame, ( 10): Upper frame, (12): Upper corner member, (12a): L-shaped side piece, (12b): Lower piece, (12c): Upper piece, (12t): Through hole, (13) (14 ): Upper frame, (15): Mounting frame, (20): Damping member, (20a): Outer layer, (20a1): Outer layer side shell member, (20b): Inner layer, (20b1): Inner layer side shell member, (20e): Spring material, (20n): Soft member, (21): Lower vibration reduction base, (20e): Spring material, (22): Upper vibration reduction base, (23) (24): Recess, (25) (26): Insertion groove, (25a) (26a): Standing piece, (27) (28): Through hole, (30): Vibration isolator, (31): Base, (32): Bellows Member, (33): Coil spring, (34): Slide groove, (41): Stopper bolt, (42): Rubber washer, (43) : Damping washer, (45): Retaining nut, (50): Floor surface.

Claims (6)

防振架台の下部架台の上面に設置される下部減震基台と、下部減震基台に対向して上部架台の下面に設置される上部減震基台と、上部減震基台及び下部減震基台の対向面に凹設された凹部に嵌め込まれた減震部材とで構成され、
減震部材の上部と下部のそれぞれが、凹部に嵌め込まれ、少なくとも凹部に接する減震部材の外層が弾性部材で構成されていることを特徴とするローリング防止機構。
Lower vibration reduction base installed on the upper surface of the lower frame of the vibration isolation frame, upper vibration reduction frame installed on the lower surface of the upper frame opposite to the lower vibration reduction frame, upper vibration reduction frame and lower It is composed of a seismic-reducing member that is fitted in a recess that is recessed in the opposing surface of the seismic-reduction base,
An anti-rolling mechanism, wherein each of an upper part and a lower part of a vibration reducing member is fitted in a recess, and at least an outer layer of the vibration reducing member in contact with the recess is made of an elastic member.
減震部材の外層と内層とを異なる縦弾性係数を持つ弾発性素材で構成されていることを特徴とする請求項1に記載のローリング防止機構。   The rolling prevention mechanism according to claim 1, wherein the outer layer and the inner layer of the vibration reducing member are made of a resilient material having different longitudinal elastic modulus. 減震部材は中空体であって、その外層は弾性素材で構成されていることを特徴とする請求項1又は2に記載のローリング防止機構。   The rolling preventing mechanism according to claim 1 or 2, wherein the vibration reducing member is a hollow body, and an outer layer thereof is made of an elastic material. 減震部材の外層が内層を支えるバネ材を内蔵していることを特徴とする請求項1又は2に記載のローリング防止機構。   The rolling prevention mechanism according to claim 1 or 2, wherein the outer layer of the vibration reducing member includes a spring material that supports the inner layer. 減震部材の外層が内層を支えるバネ材で構成されていることを特徴とする請求項1又は2に記載のローリング防止機構。   The rolling prevention mechanism according to claim 1 or 2, wherein the outer layer of the vibration reducing member is formed of a spring material that supports the inner layer. 床面に設置される下部架台と、
負荷が設置される上部架台と、
上部架台と下部架台との間に設置され、上部架台を支持する防振具と、
上部架台と下部架台との間に設置された請求項1〜5のいずれかに記載のローリング防止機構とで構成されたことを特徴とする防振架台。

A lower frame installed on the floor,
An upper frame on which the load is installed;
A vibration isolator installed between the upper frame and the lower frame and supporting the upper frame;
An anti-vibration gantry comprising the rolling prevention mechanism according to any one of claims 1 to 5 installed between an upper gantry and a lower gantry.

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016153660A (en) * 2015-02-20 2016-08-25 倉敷化工株式会社 Vibration prevention frame connection structure and vibration prevention frame
WO2023221470A1 (en) * 2022-05-18 2023-11-23 广东明阳电气股份有限公司 Vibration isolation support and transformer provided with vibration isolation support

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS568945U (en) * 1979-06-30 1981-01-26
JPS6192082U (en) * 1984-11-20 1986-06-14
JPH07208542A (en) * 1994-01-11 1995-08-11 Tokkyo Kiki Kk Vibration control board equipped with aseismic stopper
JPH10281222A (en) * 1997-04-01 1998-10-23 Nec Corp Kinematic mount

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS568945U (en) * 1979-06-30 1981-01-26
JPS6192082U (en) * 1984-11-20 1986-06-14
JPH07208542A (en) * 1994-01-11 1995-08-11 Tokkyo Kiki Kk Vibration control board equipped with aseismic stopper
JPH10281222A (en) * 1997-04-01 1998-10-23 Nec Corp Kinematic mount

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016153660A (en) * 2015-02-20 2016-08-25 倉敷化工株式会社 Vibration prevention frame connection structure and vibration prevention frame
WO2023221470A1 (en) * 2022-05-18 2023-11-23 广东明阳电气股份有限公司 Vibration isolation support and transformer provided with vibration isolation support

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