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JP4674838B2 - Vibration control mechanism - Google Patents
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JP4674838B2 - Vibration control mechanism - Google Patents

Vibration control mechanism Download PDF

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Publication number
JP4674838B2
JP4674838B2 JP2001100425A JP2001100425A JP4674838B2 JP 4674838 B2 JP4674838 B2 JP 4674838B2 JP 2001100425 A JP2001100425 A JP 2001100425A JP 2001100425 A JP2001100425 A JP 2001100425A JP 4674838 B2 JP4674838 B2 JP 4674838B2
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JP
Japan
Prior art keywords
end side
lower beam
transmission means
upper beam
shock absorber
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 - Fee Related
Application number
JP2001100425A
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Japanese (ja)
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JP2002295052A (en
Inventor
寛 筑間
純二 橋本
敏治 前田
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Astemo Ltd
Original Assignee
Hitachi Automotive Systems 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
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Priority to JP2001100425A priority Critical patent/JP4674838B2/en
Publication of JP2002295052A publication Critical patent/JP2002295052A/en
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  • Vibration Prevention Devices (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、住宅等の構築物の上梁と下梁の相対移動に対し、減衰力を与える制振機構に関する。
【0002】
【従来の技術】
従来の制振機構として、特開2000−45563号のような制振壁パネルが知られている。この制振壁パネルは、大略、上梁に板状の上枠を固定し、さらに、下梁に板状の下枠を固定し、この上枠と下枠の間に油圧ダンパを設けたものである。
【0003】
ここで、一般に油圧ダンパは、油液が封入されたシリンダと、このシリンダ内を画成するピストンと、このピストンに取付けられシリンダの一端から突出するピストンロッドと、ピストンに設けられた減衰力発生機構とから大略構成され、ピストンの停止時には、減衰力を発生せず、ピストン速度の上昇に伴い減衰力が大きくなる特性を有する。
【0004】
このような特性により、従来の制振機構では、停止時及び極微低速の振動に対しては、力をほとんど発生せず、地震などによる周波数の高いピストン速度が大きくなる振動に対しては、減衰力を発生することにより、共振を防ぎ、制振作用を構築物に発揮していた。
【0005】
【発明が解決しようとする課題】
ところで、上記のように、上梁と下梁の相対移動に対し減衰力を発生するダンパを設けた制振機構にあっては、地震等の振動に対する動的な力の入力に対しては、抵抗力を発揮するが、静的な力に対しては力を発生しないので、建築物自身の剛性を上げることは出来ない。
【0006】
このため、静的な力に対し、剛性を上げるために制振機構以外に筋交い(ブレース)を設ける必要が生じるが、一般住宅等においては、壁に窓や扉が設けられ制振機構や筋交いを配置できる壁は制約を受けるので、最適に配置するには、同一壁面に制振機構と筋交いとを設ける必要がある。
【0007】
しかし、壁面空間という狭い空間に制振機構と筋交いを並存させるには、各部材を細くする必要があり、そのような場合であっても強度を確保するためには、高価な材料が必要であったり、また、その構造が複雑化し、取付性が犠牲になるという問題があった。
【0008】
本発明は、上記問題点を鑑み、簡素な構造で、静的及び動的な力の入力に対し、力を発揮する制振機構を提供することを目的とする。
【0009】
【課題を解決するための手段】
上記課題を解決するために、本発明は、上梁と下梁とその間に設けられた複数の柱とからなる構築物に設けられる制振機構において、上梁または下梁の少なくとも一方に基端が接続され、先端が上梁または下梁の他方に向かって延び、水平方向の移動を伝達する伝達手段と、一端が該伝達手段先端側に連結され、他端側が該伝達手段先端側と対向する部材に連結され、前記上梁と下梁との間の相対移動に対して減衰力を与える油圧緩衝器と、上記伝達手段の先端側と、該伝達手段先端側と対向する部材との間の所定範囲以上の相対移動を規制する規制手段と、前記規制手段に、前記構築物の正常位置状態に付勢する付勢手段を設けた。
【0010】
さらに、前記規制手段により規制される相対移動の所定範囲を、該所定範囲内で最大限移動した際であっても前記油圧緩衝器がさらに作動可能となるようにしたことを特徴とする。
【0011】
【発明の実施の形態】
本発明の実施の形態を図1に示し、説明する。
【0012】
図1は一般住宅の1つの壁面を図示したもので、土台に固定される木材からなる下梁1で、この下梁1には複数の木材からなる柱2、3が垂直に立てられている。また、柱2、3の上には木材からなる上梁4が、載せられている。この上梁4は、2階建て住宅においては、2階の下梁となる。
【0013】
下梁1には、下梁1の水平方向移動を伝える伝達手段としての伝達パネル5が固定されており、この伝達パネル5は、金属製の横材6と縦材7、8からなる。そして、この伝達パネル5内には、伝達パネル5の変形を防ぐ、金属製のX字状の筋交い9が設けられている。
【0014】
伝達パネル5の上部(先端側)と、この伝達パネル5の上部と対向する部材となる上梁4の間には、緩衝装置としての油圧緩衝器10が回転可能なブラケット11、12により取付けられて設けられている。この油圧緩衝器10は、シリンダ14とこのシリンダ14から伸縮自在に突出するピストンロッド15とからなり、このピストンロッド15の一端には減衰力機構が設けられたピストンが固着され、ピストンロッド15の伸縮によりピストンがシリンダ14内を摺動し、この際に減衰力発生機構にシリンダ14内部の油液が流通し減衰力を発生する。
【0015】
縦材8上端は伝達パネル5から突出する突出部16を形成しており、この突出部16には、規制手段17が設けられている。突出部16には、壁面と平行な水平方向で貫通する貫通孔18が設けられ、この貫通孔18には、一端が伝達部材と対向する柱3に固着され、他端にストッパ19が設けられた金属製で円柱状のロッド20が摺動可能に配置されて構成されている。
【0016】
このロッド20の外周には、突出部16を隔てて両側にばね21、22が設けられており、振動の内状態では建物の正常位置状態のときには、常に中央部に向かって付勢されている。
【0017】
また、このロッド20に対する突出部16の移動範囲Lは、突出部15がストッパ19や柱3側に最大限移動した際に、前記油圧緩衝器10が最大ストロークにならず、さらに作動可能な状態となるように設定されている。
【0018】
次に、上記実施の形態の作用について説明する。
【0019】
静的な力が壁面と平行な方向に加わった際、下梁1と上梁4が水平方向に相対移動しようとするが、この移動に対しては、ばね21、22が伝達パネル5と柱3の相対移動を抑えることにより、力を及ぼすので、建物の剛性を高めることが出きる。また、さらに、大きな静的な力が加わった場合は、ばね21、22が伸縮し、突出部6が、ストッパ19や柱3と当接する。これにより伝達パネルが筋交いの役目をするので、剛性を充分に確保することができる。
【0020】
また、地震等の動的な力の入力に対しては、地面の動きに下梁1が追従し、上梁4との間で相対移動が生じる。この移動に対しては、油圧緩衝器のピストン速度が高くなるので充分な減衰力が作用するので、建物が共振することを抑えることができ、建築物の倒壊が防ぐことができる。
【0021】
さらに、大震災級の大きな入力に対しては、静的入力と同様に突出部16が、ストッパ19や柱3と当接することにより伝達パネルが筋交いの役目をするので、建物の倒壊を防ぐことができ、さらなる大きな入力が生じた際には、突出部16が湾曲するなどの状態となるが、このような場合であっても、油圧緩衝器14は、さらにストロークが可能となっているので、効果的に振動を抑えることが可能となる。この場合は、突出部15が剛性の高い第2のばね手段となる。
【0022】
上記実施の形態においては、静的、動的、さらに大震災級の大きな入力に際しても、建物剛性及び減衰性を発揮することが可能であり、制振性の高い構築物を提供することが可能となる。
【0023】
なお、上記実施の形態の変形例として、図2に示すように、ばね19、20に代えてゴム等の樹脂製のストッパ30、31を設けても良い。
【0024】
また、図3に示すように、ばね21、22の座屈することを防止するために、ロッド18の両端に大径部40、41を設け、さらに、樹脂製の弾性部材42、43を設けることにより、大径部40、41に当接した際の音の発生を防ぐようにしても良い。
【0025】
なお、上記実施の形態では、緩衝装置としての油圧緩衝器を上梁4に取付けた例を示したが、これに限らず、柱3の上端側の部分に接続しても良い。本発明にあっては、緩衝装置の一端が伝達手段に取付けられ、他端は伝達部材が取付けられた梁からなるべく離れた位置、言い換えれば柱の中間より遠い側に取付けられれば良い。また、規制手段の取付けも緩衝装置と同様であり、実施の形態に示したように、緩衝装置と異なる部材に取付けても良く、また、同一部材に取付けても良い。但し、緩衝装置と規制手段は、なるべく離れた位置に取付けられることが望ましい。
【0026】
また、上記実施の形態においては、伝達パネル5を下梁1に設けた例を示したが、上梁4にも受けても良く、また、従来技術のように伝達パネルえを上下に設けても良い。この上下に伝達パネルを設けた際は、規制手段は上下のパネル間に設けることが望ましい。
【0027】
また、規制手段の設ける位置は、上記実施の形態に限らず、上梁4と下梁1との相対移動を規制するところに設ければ良く、例えば、縦材7にも縦材8同様に突出部を設けることにより、伝達パネル5の両側に設けても良い。
【0028】
なお、上記実施の形態は、木造在来工法を例に説明したが、ツーバイフォーや鉄骨構造に用いることがきる。
【0029】
【発明の効果】
本発明にあっては、上梁と下梁とその間に設けられた複数の柱とからなる構築物に設けられる制振機構において、上梁または下梁の少なくとも一方に基端が接続され、先端が上梁または下梁の他方に向かって延び、水平方向の移動を伝達する伝達手段と、一端が該伝達手段先端側に連結され、他端側が該伝達手段先端側と対向する部材に連結され、前記上梁と下梁との間の相対移動に対して減衰力を与える油圧緩衝器と、上記伝達手段の先端側と、該伝達手段先端側と対向する部材との間の所定範囲以上の相対移動を規制する規制手段と、前記規制手段に、前記構築物の正常位置状態に付勢する付勢手段を設けたことにより、1枚の壁面内に簡単な構成で静的及び動的な力の入力に対し、力を発揮する制振機構を提供することができる。
【0030】
また前記規制手段により規制される相対移動の所定範囲を、該所定範囲内で最大限移動した際であっても前記油圧緩衝器がさらに作動可能となるようにしたことにより、所定範囲を越えて振動してしまうような大入力時にも油圧緩衝器により減衰力を発揮することができるので、大地震の際にも充分な制振効果が得られる。
【図面の簡単な説明】
【図1】本発明の実施の形態に係る制振機構を設けた壁面の図である。
【図2】本発明の実施の形態に係る規制手段の変形例を示す図である。
【図3】本発明の実施の形態に係る規制手段の他の変形例を示す図である。
【符号の説明】
1 下梁
2 柱
3 柱
4 上梁4
5 伝達パネル
10 油圧緩衝器
17 規制手段
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a vibration damping mechanism that applies a damping force to the relative movement of an upper beam and a lower beam of a structure such as a house.
[0002]
[Prior art]
As a conventional damping mechanism, a damping wall panel as disclosed in JP 2000-45563 is known. This damping wall panel generally has a plate-like upper frame fixed to the upper beam, a plate-like lower frame fixed to the lower beam, and a hydraulic damper provided between the upper and lower frames. It is.
[0003]
Here, in general, a hydraulic damper includes a cylinder filled with oil, a piston that defines the inside of the cylinder, a piston rod that is attached to the piston and protrudes from one end of the cylinder, and generates a damping force provided to the piston. The mechanism is generally composed of a mechanism, and when the piston is stopped, no damping force is generated, and the damping force increases as the piston speed increases.
[0004]
Due to these characteristics, the conventional vibration control mechanism generates almost no force when stopped and very low speed vibrations, and attenuates vibrations that increase the piston speed at high frequencies due to earthquakes. By generating a force, resonance was prevented and a vibration damping action was exerted on the structure.
[0005]
[Problems to be solved by the invention]
By the way, as described above, in the vibration damping mechanism provided with the damper that generates the damping force with respect to the relative movement of the upper beam and the lower beam, for the input of the dynamic force against the vibration such as an earthquake, Demonstrates resistance, but does not generate force against static forces, so it cannot increase the rigidity of the building itself.
[0006]
For this reason, it is necessary to provide braces (braces) in addition to the vibration damping mechanism to increase the rigidity against static force. However, in ordinary houses, windows and doors are provided on the walls, and the vibration damping mechanism and bracing are provided. Since the wall on which the can be placed is restricted, it is necessary to provide a vibration control mechanism and a brace on the same wall surface in order to optimally place the wall.
[0007]
However, in order to make the vibration control mechanism and bracing coexist in a narrow space such as a wall space, it is necessary to make each member thin, and even in such a case, expensive materials are necessary to ensure strength. In addition, there is a problem that the structure is complicated and the mounting property is sacrificed.
[0008]
In view of the above problems, an object of the present invention is to provide a vibration damping mechanism that exhibits a force with respect to static and dynamic force inputs with a simple structure.
[0009]
[Means for Solving the Problems]
In order to solve the above-described problems, the present invention provides a vibration damping mechanism provided in a structure including an upper beam, a lower beam, and a plurality of columns provided between the upper beam and the lower beam. Connected, the distal end extends toward the other of the upper beam or the lower beam, and transmits the movement in the horizontal direction, one end is connected to the distal end side of the transmitting means, and the other end faces the distal end side of the transmitting means A hydraulic shock absorber connected to a member and applying a damping force to the relative movement between the upper beam and the lower beam; and a front end side of the transmission means and a member facing the front end side of the transmission means A restricting means for restricting relative movement over a predetermined range and an urging means for urging the structure to a normal position are provided in the restricting means .
[0010]
Further, the hydraulic shock absorber is further operable even when the predetermined range of relative movement regulated by the regulating means is moved to the maximum within the predetermined range.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the present invention will be described with reference to FIG.
[0012]
FIG. 1 illustrates one wall surface of a general house. A lower beam 1 made of wood fixed to a base, and pillars 2 and 3 made of a plurality of wood are vertically set on the lower beam 1. . An upper beam 4 made of wood is placed on the columns 2 and 3. This upper beam 4 becomes a lower beam on the second floor in a two-story house.
[0013]
A transmission panel 5 as a transmission means for transmitting the horizontal movement of the lower beam 1 is fixed to the lower beam 1, and the transmission panel 5 includes a metal cross member 6 and vertical members 7 and 8. And in this transmission panel 5, the metal X-shaped bracing 9 which prevents a deformation | transformation of the transmission panel 5 is provided.
[0014]
Between the upper part (front end side) of the transmission panel 5 and the upper beam 4 as a member facing the upper part of the transmission panel 5, a hydraulic shock absorber 10 as a shock absorber is attached by rotatable brackets 11 and 12. Is provided. The hydraulic shock absorber 10 includes a cylinder 14 and a piston rod 15 projecting from the cylinder 14 so as to extend and retract. A piston provided with a damping force mechanism is fixed to one end of the piston rod 15. The piston slides in the cylinder 14 due to expansion and contraction, and at this time, the oil liquid in the cylinder 14 flows through the damping force generation mechanism to generate a damping force.
[0015]
An upper end of the vertical member 8 forms a protruding portion 16 protruding from the transmission panel 5, and a restricting means 17 is provided on the protruding portion 16. The projecting portion 16 is provided with a through hole 18 penetrating in a horizontal direction parallel to the wall surface. One end of the through hole 18 is fixed to the column 3 facing the transmission member, and the other end is provided with a stopper 19. A cylindrical rod 20 made of metal is slidably arranged.
[0016]
On the outer periphery of the rod 20, springs 21 and 22 are provided on both sides across the protruding portion 16. When the building is in a normal position in the vibration state, the rod 20 is always biased toward the center portion. .
[0017]
The movement range L of the protrusion 16 with respect to the rod 20 is such that when the protrusion 15 is moved to the stopper 19 or the column 3 side as much as possible, the hydraulic shock absorber 10 does not reach the maximum stroke and can be further operated. It is set to become.
[0018]
Next, the operation of the above embodiment will be described.
[0019]
When a static force is applied in a direction parallel to the wall surface, the lower beam 1 and the upper beam 4 try to move relative to each other in the horizontal direction. For this movement, the springs 21 and 22 are connected to the transmission panel 5 and the column. Since the force is exerted by suppressing the relative movement of 3, the rigidity of the building can be increased. Further, when a large static force is applied, the springs 21 and 22 expand and contract, and the protruding portion 6 contacts the stopper 19 and the pillar 3. As a result, the transmission panel serves as a bracing, so that sufficient rigidity can be ensured.
[0020]
Further, when a dynamic force such as an earthquake is input, the lower beam 1 follows the movement of the ground, and a relative movement occurs with the upper beam 4. For this movement, since the piston speed of the hydraulic shock absorber is increased, a sufficient damping force acts, so that the building can be prevented from resonating and the building can be prevented from collapsing.
[0021]
Furthermore, for large earthquake-grade inputs, the projecting part 16 abuts against the stopper 19 and the pillar 3 as in the case of static input, so that the transmission panel serves as a brace, thus preventing the building from collapsing. When a further large input occurs, the protruding portion 16 is in a state of being curved, but even in such a case, the hydraulic shock absorber 14 can further stroke, It becomes possible to suppress vibration effectively. In this case, the protrusion 15 is a second spring means having high rigidity.
[0022]
In the above-described embodiment, it is possible to exhibit building rigidity and damping properties even when static, dynamic, and even a large earthquake-grade input, and it is possible to provide a highly vibration-damped structure. .
[0023]
As a modification of the above embodiment, as shown in FIG. 2, stoppers 30 and 31 made of resin such as rubber may be provided instead of the springs 19 and 20.
[0024]
Further, as shown in FIG. 3, in order to prevent the springs 21 and 22 from buckling, large-diameter portions 40 and 41 are provided at both ends of the rod 18, and further, elastic members 42 and 43 made of resin are provided. Thus, the generation of sound when abutting against the large diameter portions 40 and 41 may be prevented.
[0025]
In the above embodiment, an example in which a hydraulic shock absorber as a shock absorber is attached to the upper beam 4 is shown. However, the present invention is not limited to this, and may be connected to a portion on the upper end side of the column 3. In the present invention, one end of the shock absorber is attached to the transmission means, and the other end may be attached to a position as far as possible from the beam to which the transmission member is attached, in other words, on the side farther from the middle of the column. Further, the attachment of the regulating means is the same as that of the shock absorber, and as shown in the embodiment, it may be attached to a member different from the shock absorber or may be attached to the same member. However, it is desirable that the shock absorber and the restricting means are attached as far as possible.
[0026]
Further, in the above embodiment, the example in which the transmission panel 5 is provided on the lower beam 1 is shown. However, the transmission panel 5 may also be received by the upper beam 4, and the transmission panel is provided up and down as in the prior art. Also good. When the transmission panels are provided above and below, it is desirable to provide the regulating means between the upper and lower panels.
[0027]
Further, the position where the restricting means is provided is not limited to the above embodiment, and may be provided where the relative movement between the upper beam 4 and the lower beam 1 is restricted. You may provide in the both sides of the transmission panel 5 by providing a protrusion part.
[0028]
In addition, although the said embodiment demonstrated the wooden conventional construction method as an example, it can be used for a two-by-four or a steel frame structure.
[0029]
【The invention's effect】
In the present invention, in the vibration damping mechanism provided in the structure including the upper beam, the lower beam, and a plurality of columns provided therebetween, the base end is connected to at least one of the upper beam or the lower beam, and the tip is A transmission means that extends toward the other of the upper beam or the lower beam and transmits movement in the horizontal direction, one end is connected to the distal end side of the transmission means, and the other end side is connected to a member facing the distal end side of the transmission means, Relative in a predetermined range or more between a hydraulic shock absorber that applies a damping force with respect to relative movement between the upper beam and the lower beam, and a front end side of the transmission means and a member facing the front end side of the transmission means By providing a restricting means for restricting movement and an urging means for urging the structure to a normal position state of the structure, static and dynamic forces can be generated with a simple configuration in one wall surface. It is possible to provide a vibration control mechanism that exerts a force with respect to the input.
[0030]
Further , the predetermined range of relative movement regulated by the regulating means exceeds the predetermined range by allowing the hydraulic shock absorber to further operate even when the maximum movement is performed within the predetermined range. Since the damping force can be exerted by the hydraulic shock absorber even at a large input that vibrates, a sufficient damping effect can be obtained even in the event of a large earthquake.
[Brief description of the drawings]
FIG. 1 is a view of a wall surface provided with a vibration damping mechanism according to an embodiment of the present invention.
FIG. 2 is a view showing a modification of the restricting means according to the embodiment of the present invention.
FIG. 3 is a view showing another modification of the restricting means according to the embodiment of the present invention.
[Explanation of symbols]
1 Lower beam 2 Column 3 Column 4 Upper beam 4
5 Transmission panel 10 Hydraulic shock absorber 17 Control means

Claims (1)

上梁と下梁とその間に設けられた複数の柱とからなる構築物に設けられる制振機構において、上梁または下梁の少なくとも一方に基端が接続され、先端が上梁または下梁の他方に向かって延び、水平方向の移動を伝達する伝達手段と、一端が該伝達手段先端側に連結され、他端側が該伝達手段先端側と対向する部材に連結され、前記上梁と下梁との間の相対移動に対して減衰力を与える油圧緩衝器と、上記伝達手段の先端側と、該伝達手段先端側と対向する部材との間の所定範囲以上の相対移動を規制する規制手段と、前記規制手段に、前記構築物の正常位置状態に付勢する付勢手段を設け、前記規制手段により規制される相対移動の所定範囲を、該所定範囲内で最大限移動した際であっても前記油圧緩衝器がさらに作動可能となるようにしたことを特徴とする制振機構。In a vibration control mechanism provided in a structure including an upper beam, a lower beam, and a plurality of columns provided therebetween, the base end is connected to at least one of the upper beam or the lower beam, and the tip is the other of the upper beam or the lower beam A transmission means for transmitting the movement in the horizontal direction, one end is coupled to the distal end side of the transmission means, the other end is coupled to a member facing the distal end side of the transmission means, and the upper beam and the lower beam, A hydraulic shock absorber that provides a damping force with respect to relative movement between the front end side of the transmission means, and a restriction means that regulates relative movement over a predetermined range between the front end side of the transmission means and a member facing the front end side of the transmission means; Even when the regulating means is provided with a biasing means for biasing the structure to a normal position, and the predetermined range of relative movement regulated by the regulating means is moved to the maximum within the predetermined range. So that the hydraulic shock absorber is further operable. Damping mechanism, characterized in that.
JP2001100425A 2001-03-30 2001-03-30 Vibration control mechanism Expired - Fee Related JP4674838B2 (en)

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JP6997538B2 (en) * 2017-05-16 2022-01-17 特許機器株式会社 Seismic damping device for electric power equipment

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JPH086977Y2 (en) * 1989-06-28 1996-02-28 オイレス工業株式会社 Wall structure incorporating a vibration damping device
JP4023915B2 (en) * 1997-10-31 2007-12-19 株式会社日立製作所 Vibration control device
JP2000045563A (en) * 1998-07-31 2000-02-15 Tokico Ltd Damping wall panel
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