JP2018131753A - Vibration damping device - Google Patents

Vibration damping device Download PDF

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JP2018131753A
JP2018131753A JP2017024556A JP2017024556A JP2018131753A JP 2018131753 A JP2018131753 A JP 2018131753A JP 2017024556 A JP2017024556 A JP 2017024556A JP 2017024556 A JP2017024556 A JP 2017024556A JP 2018131753 A JP2018131753 A JP 2018131753A
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plate
plate members
damping device
vibration damping
structural member
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JP2018131753A5 (en
JP6883439B2 (en
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佐々木 和彦
Kazuhiko Sasaki
和彦 佐々木
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Oiles Industry Co Ltd
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Oiles Industry Co Ltd
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Priority to JP2017024556A priority Critical patent/JP6883439B2/en
Priority to TW107103367A priority patent/TWI749163B/en
Priority to KR1020197012703A priority patent/KR102196109B1/en
Priority to PCT/JP2018/003671 priority patent/WO2018150915A1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/022Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0235Anti-seismic devices with hydraulic or pneumatic damping
    • 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
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • 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
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/023Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using fluid means
    • 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
    • F16F7/00Vibration-dampers; Shock-absorbers
    • F16F7/08Vibration-dampers; Shock-absorbers with friction surfaces rectilinearly movable along each other

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Vibration Prevention Devices (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Dampers (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a vibration damping device capable of simplifying the structure of a connecting part connecting a plurality of plate materials while suppressing the occurrence of bending moment, and improving assemblability.SOLUTION: A vibration damping device includes: a plurality of first plate members 10A to 10C connected in parallel with a first connecting part 12 and attached to one of lower structural members 3; a plurality of second plate materials 11A, 11B connected in parallel by a second connecting part 13 and attached to the other of an upper structural member 2 and the lower structural member 2 and arranged alternately with the plurality of first plate materials 10A to 10C; and a resistance generating member 14, which is positioned between a first plate material 10A to 10C and a second plate material 11A, 11B adjacent to each other and generates resistance force to the plurality of first plate materials 10A to 10C and the plurality of second plate materials 11A, 11B by the relative horizontal movement thereof. The first connecting part 12 is provided at each of both end parts 17 of the plurality of first plate members 10A to 10C in the horizontal direction, and connects the plurality of first plate members 10A to 10C at both end parts 17.SELECTED DRAWING: Figure 1

Description

本発明は、建造物等に加わる地震等の振動を抑制する制振装置に関する。   The present invention relates to a vibration damping device that suppresses vibration such as an earthquake applied to a building or the like.

従来より、上梁(上側構造物)と下梁(下側構造物)との間に配置され、下梁に取り付けられた複数の第1の板材と、上梁に取り付けられた複数の第2の板材と、隣り合う第1の板材と第2の板材との間に設けられた摩擦部材とを備えた制振装置が提案されている(例えば、特許文献1参照)。   Conventionally, a plurality of first plate members that are disposed between an upper beam (upper structure) and a lower beam (lower structure) and are attached to the lower beam, and a plurality of second plates that are attached to the upper beam. Has been proposed (see, for example, Patent Document 1) including a plate member and a friction member provided between a first plate member and a second plate member adjacent to each other.

そして、当該制振装置では、地震等の振動に際して、下梁と上梁とが水平方向に相対的に移動し、複数の第1の板材と複数の第2の板材とが水平方向に移動することによって、摩擦部材による摩擦力が複数の第1の板材と複数の第2の板材に加わり、当該摩擦力により地震等の振動を減衰させている。   In the vibration damping device, the lower beam and the upper beam relatively move in the horizontal direction during vibration such as an earthquake, and the plurality of first plate members and the plurality of second plate members move in the horizontal direction. As a result, the frictional force by the frictional member is applied to the plurality of first plate members and the plurality of second plate members, and the vibrations such as earthquakes are attenuated by the frictional force.

特許第5406042号公報Japanese Patent No. 5,406,042

しかし、特許文献1の制振装置では、複数の第1の板材は、それらの下端部において水平方向に沿って連結部により互いに連結され、複数の第2の板材は、それらの上端部において水平方向に沿って連結部により互いに連結されている。当該構成により、複数の第1の板材または複数の第2の板材のすべてに加わる摩擦部材の摩擦力による曲げモーメントが連結部に生じるため、連結部による連結個所を多くし、板材の板厚を大きくする必要があり、制振装置の組み立て性がよくなかった。   However, in the vibration damping device of Patent Document 1, the plurality of first plate members are connected to each other by the connecting portions along the horizontal direction at the lower end portions thereof, and the plurality of second plate members are horizontally arranged at the upper end portions thereof. It is mutually connected by the connection part along the direction. With this configuration, since a bending moment due to the frictional force of the friction member applied to all of the plurality of first plate members or the plurality of second plate members is generated in the connection portion, the number of connection points by the connection portion is increased, and the plate thickness of the plate material is increased. It was necessary to increase the size, and the assembly of the vibration control device was not good.

そこで、本発明の目的は、曲げモーメントの発生を抑制しながら、複数の板材を連結する連結部の構成を簡略化し、組み立て性を向上させた制振装置を提供することである。   SUMMARY OF THE INVENTION An object of the present invention is to provide a vibration damping device that improves the assemblability by simplifying the structure of a connecting portion that connects a plurality of plate members while suppressing the generation of a bending moment.

本発明の一態様による制振装置は、上側構造部材と、前記上側構造部材の下側に位置する下側構造部材との間に設置される制振装置であって、一の連結部により並列に連結され、前記上側構造部材(2)および前記下側構造部材の一方に取り付けられる複数の一の板材と、他の連結部により並列に連結され、前記上側構造部材および前記下側構造部材の他方に取り付けられ、前記複数の一の板材と交互に並ぶように配置される複数の他の板材と、互いに隣り合う一の板材と他の板材との間に位置し、前記複数の一の板材と前記複数の他の板材との相対的な水平移動により、前記複数の一の板材および前記複数の他の板材に抵抗力を発生させる抵抗力発生手段と、を備え、前記一の連結部は、前記複数の一の板材と他の板材が設置時および稼働時に正面方向から見た時に重ならない前記一の板材の水平方向の両側の領域にそれぞれ設けられ、前記両側の領域において前記複数の一の板材を連結する。   A vibration damping device according to one aspect of the present invention is a vibration damping device installed between an upper structural member and a lower structural member located below the upper structural member, and is arranged in parallel by one connecting portion. A plurality of plate members attached to one of the upper structural member (2) and the lower structural member, and connected in parallel by another connecting portion, and the upper structural member and the lower structural member A plurality of other plate members, which are attached to the other and arranged alternately with the plurality of one plate members, and between the one plate member and the other plate member adjacent to each other, and the plurality of one plate members And a plurality of one plate material and a resistance force generating means for generating a resistance force to the plurality of other plate materials by relative horizontal movement between the plurality of other plate materials, and the one connecting portion is The plurality of one plate material and the other plate material are installed and operated. Respectively provided on the horizontal both sides of the region of the one plate does not overlap when viewed from the front direction, connecting the plurality of first plate members at the opposite sides of the region.

各一の板材にかかる抵抗力の中心と、各一の板材に連結された前記一の連結部の中心とが概ね一致するように構成されてもよい。   You may comprise so that the center of the resistance force concerning each one board | plate material and the center of the said one connection part connected with each one board | plate material may correspond in general.

前記複数の一の板材は、前記下側構造部材に取り付けられ、前記複数の一の板材のうち、それらが並ぶ方向において両端に位置する一の板材は、上部に開口を有し作動流体が収容される収容空間を形成する容器の一部を構成し、前記抵抗力発生手段は、前記作動流体であってもよい。   The plurality of plate members are attached to the lower structural member, and one of the plurality of plate members positioned at both ends in the direction in which the plurality of plate members are arranged has openings in the upper portion and accommodates a working fluid. A part of a container forming a storage space to be formed, and the resistance generating means may be the working fluid.

各一の板材(10A〜10E)にかかる抵抗力の中心と、前記抵抗力により前記一の連結部(12)に発生する反力の中心とが概ね一致するように構成されてもよい。   The center of the resistance force applied to each one plate member (10A to 10E) and the center of the reaction force generated in the one connection part (12) by the resistance force may be configured to substantially coincide with each other.

前記抵抗力発生手段は、摩擦部材であり、隣り合う前記一の板材と前記他の板材との間に挟まれるように設けられてもよい。   The resistance force generating means is a friction member, and may be provided so as to be sandwiched between the one plate material adjacent to the other plate material.

前記他の連結部は、前記複数の他の板材の水平方向の両端部にそれぞれ設けられ、前記両端部において前記複数の他の板材を連結してもよい。   The other connecting portions may be provided at both ends in the horizontal direction of the plurality of other plate members, and the plurality of other plate members may be connected at the both end portions.

本発明によれば、曲げモーメントの発生を抑制しながら、複数の板材を連結する連結部の構成を簡略化し、組み立て性を向上させた制振装置を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, the structure of the connection part which connects a some board | plate material can be simplified and the assembly property can be improved, suppressing generation | occurrence | production of a bending moment.

(a)は、本実施形態に係る制振装置の概略正面図を示し、(b)は、本実施形態に係る制振装置の概略側面図を示す。(A) shows the schematic front view of the damping device which concerns on this embodiment, (b) shows the schematic side view of the damping device which concerns on this embodiment. (a)は、従来の制振装置の概略正面図を示し、(b)は、従来の制振装置の概略側面図を示す。(A) shows the schematic front view of the conventional damping device, (b) shows the schematic side view of the conventional damping device. (a)は、本実施形態に係る制振装置の概略正面図を示し、(b)は、本実施形態に係る制振装置の概略縦断面図を示す。(A) shows the schematic front view of the damping device which concerns on this embodiment, (b) shows the schematic longitudinal cross-sectional view of the damping device which concerns on this embodiment. (a)は、本実施形態に係る制振装置の概略正面図を示し、(b)は、本実施形態に係る制振装置の縦断面図を示し、(c)は、摩擦部材の説明図を示す。(A) is a schematic front view of the vibration damping device according to the present embodiment, (b) is a longitudinal sectional view of the vibration damping device according to the present embodiment, and (c) is an explanatory view of the friction member. Indicates. 本実施形態に係る制振装置の概略分解斜視図を示す。The schematic exploded perspective view of the damping device concerning this embodiment is shown.

本発明の実施形態に係る制振装置1について図面を参照しながら説明する。   A vibration damping device 1 according to an embodiment of the present invention will be described with reference to the drawings.

はじめに、本実施形態に係る制振装置1の概略の構成について図1を参照して説明する。 図1(a)は、本実施形態に係る制振装置1の概略正面図を示し、図1(b)は、本実施形態に係る制振装置1の概略側面図を示している   First, a schematic configuration of the vibration damping device 1 according to the present embodiment will be described with reference to FIG. Fig.1 (a) shows the schematic front view of the damping device 1 which concerns on this embodiment, FIG.1 (b) has shown the schematic side view of the damping device 1 which concerns on this embodiment.

本実施形態に係る制振装置1は、上梁等の図示せぬ上側構造部材2および下梁等の図示せぬ下側構造部材3の間に設置される制振装置1である。   The vibration damping device 1 according to the present embodiment is a vibration damping device 1 installed between an upper structural member 2 (not shown) such as an upper beam and a lower structural member 3 (not shown) such as a lower beam.

図1に示すように、制振装置1は、複数(3枚)の第1の板材10A〜10Cと、複数(2枚)の第2の板材11A、11Bと、第1の連結部12と、第2の連結部13と、抵抗力発生部材14とを備える。   As shown in FIG. 1, the vibration damping device 1 includes a plurality (three) of first plate members 10 </ b> A to 10 </ b> C, a plurality (two) of second plate members 11 </ b> A and 11 </ b> B, and a first connecting portion 12. The 2nd connection part 13 and the resistance force generation member 14 are provided.

各第1の板材10A〜10Cは、鋼材等により構成され、矩形平板状をなし、第1の連結部12により、並列に連結されている。複数の第1の板材10A〜10Cのうち中央に位置する第1の板材10Bが、下取り付け部15を介して、下側構造部材3に固定されることにより、複数の第1の板材10A〜10Cは、下側構造部材3に取り付けられている。   Each of the first plate members 10 </ b> A to 10 </ b> C is made of a steel material or the like, has a rectangular flat plate shape, and is connected in parallel by the first connecting portion 12. The first plate member 10B located in the center among the plurality of first plate members 10A to 10C is fixed to the lower structural member 3 via the lower mounting portion 15, whereby the plurality of first plate members 10A to 10A. 10 </ b> C is attached to the lower structural member 3.

各第2の板材11A、11Bは、鋼材等により構成され、矩形平板状をなし、第2の連結部13により上取り付け部16に対し、互いに並列に連結されている。上取り付け部16が上側構造部材2に固定されることにより、複数の第2の板材11A、11Bは、上側構造部材2に取り付けられている。第2の板材11Aは、第1の板材10A、10Bの間に配置され、第2の板材11Bは、第1の板材10B、10Cの間に配置されている。このように、第1の板材10A〜10Cおよび第2の板材11A、11Bは、交互に並ぶように配置されている。   Each of the second plate members 11 </ b> A and 11 </ b> B is made of steel or the like, has a rectangular flat plate shape, and is connected in parallel to the upper mounting portion 16 by the second connecting portion 13. By fixing the upper mounting portion 16 to the upper structural member 2, the plurality of second plate members 11 </ b> A and 11 </ b> B are attached to the upper structural member 2. The second plate member 11A is disposed between the first plate members 10A and 10B, and the second plate member 11B is disposed between the first plate members 10B and 10C. Thus, the first plate members 10A to 10C and the second plate members 11A and 11B are arranged so as to be alternately arranged.

第1の連結部12は、例えばボルトとナットにより構成され、複数の第1の板材10A〜10Cの水平方向における両端部(両側の領域)17に、鉛直方向に沿って片側3か所に設けられ、複数の第1の板材10A〜10Cを互いに連結している。第1の連結部12により、複数の第1の板材10A〜10Cが並ぶ方向において、外側に位置する第1の板材10A、10Cは、中央に位置する第1の板材10Bに連結されている。両端部17は、複数の第1の板材10A〜10Cと、複数の第2の板材11A、11Bとが、設置時および稼働時に制振装置1を正面から見た時に重ならない位置に相当する。   The 1st connection part 12 is comprised, for example with a volt | bolt and a nut, and is provided in the both ends (area | region of both sides) 17 in the horizontal direction of several 1st board | plate materials 10A-10C in one side 3 places along a perpendicular direction. The plurality of first plate members 10A to 10C are connected to each other. In the direction in which the plurality of first plate members 10A to 10C are arranged by the first connecting portion 12, the first plate members 10A and 10C located on the outside are connected to the first plate member 10B located at the center. Both end portions 17 correspond to positions where the plurality of first plate members 10A to 10C and the plurality of second plate members 11A and 11B do not overlap when the vibration damping device 1 is viewed from the front during installation and operation.

第2の連結部13は、例えばボルトとナットにより構成され、複数の第2の板材11A、11Bの上端部18に、水平方向に沿って複数設けられ、複数の第2の板材11A、11Bを上取り付け部16に対し固定している。   The second connecting portion 13 is constituted by, for example, a bolt and a nut, and is provided in a plurality along the horizontal direction on the upper end portion 18 of the plurality of second plate members 11A and 11B, and the plurality of second plate members 11A and 11B are provided. It is fixed to the upper mounting portion 16.

抵抗力発生手段に相当する抵抗力発生部材14は、互いに隣り合う第1の板材10A〜10Cと第2の板材11A、11Bとの間に位置している。抵抗力発生部材14は、例えば、後述のように、摩擦部材により、または、粘性体または粘弾性対等の作動流体により構成されている。当該抵抗力発生部材14が、互いに隣り合う第1の板材10A〜10Cと第2の板材11A、11Bとの間に介在することにより、複数の第1の板材10A〜10Cと複数の第2の板材11A、11Bとの相対的な水平移動時に、複数の第1の板材10A〜10Cおよび複数の第2の板材11A、11Bに抵抗力が発生するように構成されている。   The resistance generating member 14 corresponding to the resistance generating means is located between the first plate members 10A to 10C and the second plate members 11A and 11B adjacent to each other. The resistance force generating member 14 is constituted by, for example, a friction member or a working fluid such as a viscous body or a viscoelastic pair as described later. The resistance force generating member 14 is interposed between the first plate members 10A to 10C and the second plate members 11A and 11B adjacent to each other, whereby the plurality of first plate members 10A to 10C and the plurality of second plate members 10A to 10C are disposed. During the relative horizontal movement with respect to the plate members 11A and 11B, the plurality of first plate members 10A to 10C and the plurality of second plate members 11A and 11B are configured to generate resistance.

そして、各第1の板材10A〜10Cにかかる抵抗力Bの中心Hと各第1の板材10A〜10Cに連結された6か所の第1の連結部12の中心Fが概ね一致するように構成されている。中心Hは、抵抗力Bの作用位置、すなわち抵抗力発生部材14が摩擦部材である場合、制振装置1を正面方向から見た時の、摩擦部材と、摩擦部材に接触摺動している部材(第1の板材)との接触面Z(図1(a)の斜線部)の図心位置である。中心Fは、、各第1の板材10A〜10Cに連結された6か所の第1の連結部12が鉛直方向に沿って片側3か所ずつ、均等配置で設けられた場合の真ん中の位置である。すなわち、第1の板材10A〜10Cに係る抵抗力Bの中心Hと、第1の板材10A〜10Cにかかる抵抗力Bにより、6か所の第1の連結部12に発生する反力Dの中心Fとが概ね一致するように構成されている。   Then, the center H of the resistance B applied to each of the first plate members 10A to 10C and the centers F of the six first connecting portions 12 connected to the first plate members 10A to 10C substantially coincide with each other. It is configured. The center H is in sliding contact with the friction member and the friction member when the vibration damping device 1 is viewed from the front when the resistance force generating member 14 is a friction member. It is the centroid position of the contact surface Z (shaded part of Fig.1 (a)) with a member (1st board | plate material). The center F is a middle position when the six first connecting portions 12 connected to the first plate members 10A to 10C are provided in three places on the one side along the vertical direction in an equal arrangement. It is. That is, the reaction force D generated in the six first connecting portions 12 by the center H of the resistance B related to the first plates 10A to 10C and the resistance B applied to the first plates 10A to 10C. The center F is configured to substantially match.

次に、制振装置1による振動の減衰動作について、図1を参照して説明する。   Next, the vibration damping operation by the vibration damping device 1 will be described with reference to FIG.

例えば、地震が発生すると、上側構造部材2と下側構造部材3とが水平方向に相対的に移動することによって、複数の第1の板材10A〜10Cと複数の第2の板材11A、11Bとが相対的に水平移動し、抵抗力発生部材14により、複数の第1の板材10A〜10Cおよび複数の第2の板材11A、11Bに抵抗力Bが発生する。当該抵抗力Bにより、複数の第1の板材10A〜10Cと複数の第2の板材11A、11Bの変位が抑制され、振動が減衰される。   For example, when an earthquake occurs, the upper structural member 2 and the lower structural member 3 are relatively moved in the horizontal direction, so that the plurality of first plate members 10A to 10C and the plurality of second plate members 11A and 11B Move relatively horizontally, and the resistance generating member 14 generates the resistance B on the plurality of first plate members 10A to 10C and the plurality of second plate members 11A and 11B. The resistance force B suppresses displacement of the plurality of first plate members 10A to 10C and the plurality of second plate members 11A and 11B, and attenuates vibration.

すなわち、下側構造部材3が、上側構造部材2に対し水平方向に矢印Aで示すように相対的に変位する。これに伴い、下側構造部材3に取り付けられた複数の第1の板材10A〜10Cも矢印Aの方向に変位する。   That is, the lower structural member 3 is displaced relative to the upper structural member 2 in the horizontal direction as indicated by the arrow A. Accordingly, the plurality of first plate members 10A to 10C attached to the lower structural member 3 are also displaced in the direction of the arrow A.

複数の第1の板材10A〜10Cが変位することにより、抵抗力発生部材14により抵抗力Bが、複数の第1の板材10A〜10Cに加わり、これにより変位が抑制され振動が減衰される。   When the plurality of first plate members 10A to 10C are displaced, the resistance force B is applied to the plurality of first plate members 10A to 10C by the resistance generating member 14, thereby suppressing the displacement and damping the vibration.

また、複数の第1の板材10A〜10Cに抵抗力Bが加わることにより、複数の第1の板材10A〜10Cの下側構造部材3への取り付け部分には曲げモーメントCが発生する。そして、本実施形態では、外側に位置する第1の板材10A、10Cは、その水平方向の両端部17において、第1の連結部12により連結されているため、抵抗力Bによる曲げモーメントCを小さくすることができる。また、本実施形態では、第1の連結部12により中央に位置する第1の板材10Bに連結され、各第1の板材10A〜10Cにかかる抵抗力Bの中心と、各第1の板材10A〜10Cに連結された6か所の第1の連結部12の中心とが一致するように構成されているため、第1の板材10A、10Cにかかる抵抗力Bによる曲げモーメントの発生を防止することができる。   Further, when the resistance force B is applied to the plurality of first plate members 10A to 10C, a bending moment C is generated in a portion where the plurality of first plate members 10A to 10C are attached to the lower structural member 3. And in this embodiment, since the 1st board | plate materials 10A and 10C located in the outer side are connected by the 1st connection part 12 in the both ends 17 of the horizontal direction, the bending moment C by resistive force B is given. Can be small. Moreover, in this embodiment, it connects with the 1st board | plate material 10B located in the center by the 1st connection part 12, the center of the resistive force B concerning each 1st board | plate material 10A-10C, and each 1st board | plate material 10A. Since the center of the six first connecting portions 12 connected to 10C coincides with the center of the first connecting portion 12, the generation of a bending moment due to the resistance B applied to the first plate members 10A and 10C is prevented. be able to.

このため、外側に位置する第1の板材10A、10Cには、抵抗力Bのみが加わることとなる。これにより、複数の第1の板材10A〜10Cを互いに連結する第1の連結部12による連結個所を少なく(簡略化)することができ、かつ外側に位置する第1の板材10A、10Cの板厚を薄くすることができる。したがって、制振装置1の組み立て性を向上させることができる。   For this reason, only the resistance force B will be added to the 1st board | plate materials 10A and 10C located outside. Thereby, the connection part by the 1st connection part 12 which mutually connects several 1st board | plate materials 10A-10C can be decreased (simplification), and the board | plates of 1st board | plate material 10A, 10C located in the outer side The thickness can be reduced. Therefore, the assemblability of the vibration damping device 1 can be improved.

一方、図2に示すように、従来の制振装置101では、複数の第1の板材10A、10Cが並ぶ方向において、外側に位置する第1の板材10A、10Cが、その下端部25において、中央に位置する第1の板材10Bに対し、水平方向に沿って複数の第1の連結部12により連結されている。このため、複数の第1の板材10の全てに加わる抵抗力Bによる大きな曲げモーメントが第1の連結部12にかかることとなり、当該曲げモーメントに耐えるために、第1の連結部12による連結個所を多くすることや外側に位置する第1の板材10A、10Cの板厚を大きくする必要があり、制振装置101の組み立て性が悪くなる。   On the other hand, as shown in FIG. 2, in the conventional vibration damping device 101, the first plate members 10 </ b> A and 10 </ b> C positioned outside in the direction in which the plurality of first plate members 10 </ b> A and 10 </ b> C are arranged are The first plate member 10B located at the center is connected by a plurality of first connecting portions 12 along the horizontal direction. For this reason, a large bending moment due to the resistance force B applied to all of the plurality of first plate members 10 is applied to the first connecting portion 12, and in order to withstand the bending moment, the connecting portion by the first connecting portion 12. It is necessary to increase the thickness of the first plate members 10A and 10C located outside and to increase the assemblability of the vibration damping device 101.

次に、抵抗力発生部材が作動流体である実施形態の制振装置31について、図3を参照して説明する。なお、上記の実施形態と同一の構成については同一の参照番号を付して説明を省略し、異なる部分についてのみ説明を行う。   Next, a vibration damping device 31 according to an embodiment in which the resistance generating member is a working fluid will be described with reference to FIG. In addition, about the same structure as said embodiment, the same reference number is attached | subjected and description is abbreviate | omitted and only a different part is demonstrated.

図3(a)は、本実施形態に係る制振装置31の概略正面図を示し、図3(b)は、本実施形態に係る制振装置31の概略縦断面図を示している。なお、図3においては、上側構造部材2および下側構造部材3の図示を省略している。   Fig.3 (a) shows the schematic front view of the damping device 31 which concerns on this embodiment, FIG.3 (b) has shown the schematic longitudinal cross-sectional view of the damping device 31 which concerns on this embodiment. In addition, in FIG. 3, illustration of the upper side structural member 2 and the lower side structural member 3 is abbreviate | omitted.

本実施形態の制振装置31は、複数(5枚)の第1の板材10A〜10E、複数(4枚)の第2の板材11A〜11Dを備えている。複数の第1の板材10A〜10Eは、その水平方向の両端部17において、第1の連結部12により並列に連結されている。また、一対の側板10Fおよび一対の底板10Gが、第1の板材10A〜10Cにより形成される隙間を塞ぐように設けられている。これにより、開口10hを有し、作動流体14を収容する容器が構成される。   The vibration damping device 31 of this embodiment includes a plurality (five) of first plate members 10A to 10E and a plurality (four) of second plate members 11A to 11D. The plurality of first plate members 10 </ b> A to 10 </ b> E are connected in parallel by the first connecting portion 12 at both ends 17 in the horizontal direction. In addition, a pair of side plates 10F and a pair of bottom plates 10G are provided so as to close a gap formed by the first plate members 10A to 10C. Thereby, the container which has the opening 10h and accommodates the working fluid 14 is comprised.

複数の第2の板材11A〜11Dは、その上端部18において、第2の連結部13により、互いに並列に連結されている。第2の板材11A〜11Dは、作動流体14に浸かるように、開口10hを介して、容器内に挿入されている。各第2の板材11A〜11Dは、第1の板材10A〜10Eとの間に隙間を有して配置されている。   The plurality of second plate members 11 </ b> A to 11 </ b> D are connected to each other in parallel at the upper end portion 18 by the second connecting portion 13. The second plate members 11A to 11D are inserted into the container through the opening 10h so as to be immersed in the working fluid 14. Each 2nd board | plate material 11A-11D has a clearance gap between 1st board | plate materials 10A-10E.

作動流体14は、高粘度の高分子材料で構成され、その粘性抵抗力は速度依存性および温度依存性を有する。   The working fluid 14 is composed of a high-viscosity polymer material, and its viscous resistance has speed dependency and temperature dependency.

本実施形態の制振装置31の構成において、複数の第1の板材10A〜10Eが矢印Aの方向に変位することにより、作動流体14によりせん断力Bが、複数の第1の板材10A〜10Eに加わり、これにより変位が抑制され振動が減衰される。   In the configuration of the vibration damping device 31 of the present embodiment, when the plurality of first plate members 10A to 10E are displaced in the direction of the arrow A, the shear force B is generated by the working fluid 14 and the plurality of first plate members 10A to 10E. This suppresses displacement and damps vibration.

そして、本実施形態の制振装置31でも、中央に位置する第1の板材10B以外の第1の板材10A、10C〜10Eは、その水平方向の両端部17において、第1の連結部12により連結され、各第1の板材10A〜10Eにかかるせん断力Bの中心(作用位置、すなわち第1の板材10A〜10Eの、当該板材が並ぶ方向において第2の板材11A〜11Dに対し重なる部分であって作動流体が接触する面の図心位置)と、各第1の板材10A〜10Eに連結された第1の連結部12の中心とが一致するように構成されているため、第1の板材10A、10Cにかかるせん断力Bによる曲げモーメントの発生を防止することができる。   Even in the vibration damping device 31 of the present embodiment, the first plate members 10A, 10C to 10E other than the first plate member 10B located in the center are connected to each other by the first connecting portion 12 at both ends 17 in the horizontal direction. The center of the shear force B applied to each of the first plate members 10A to 10E (the position where the plate member 10A to 10E overlaps with the second plate members 11A to 11D in the direction in which the plate members are arranged in the working position, that is, the first plate members 10A to 10E). And the center of the first connecting part 12 connected to each of the first plate members 10A to 10E is coincident with the first plate member 10A to 10E. Generation of a bending moment due to the shearing force B applied to the plate materials 10A and 10C can be prevented.

よって、中央に位置する第1の板材10B以外の第1の板材10A、10C〜10Eには、せん断力Bのみが加わることとなる。これにより、複数の第1の板材10A〜10Eを互いに連結する第1の連結部12による連結個所を少なくすることができ、かつ中央に位置する第1の板材10B以外の第1の板材10A、10C〜10Eの板厚を薄くすることができる。したがって、制振装置31の組み立て性を向上させることができる。   Therefore, only the shearing force B is applied to the first plate members 10A, 10C to 10E other than the first plate member 10B located at the center. Thereby, the connection part by the 1st connection part 12 which mutually connects several 1st board | plate materials 10A-10E can be decreased, and 1st board | plate materials 10A other than the 1st board | plate material 10B located in the center, The plate thickness of 10C to 10E can be reduced. Therefore, the assemblability of the vibration damping device 31 can be improved.

次に、抵抗力発生部材が摩擦部材である実施形態の制振装置41について、図4、5を参照して説明する。なお、上記の実施形態と同一の構成については同一の参照番号を付して説明を省略し、異なる部分についてのみ説明を行う。   Next, a vibration damping device 41 according to an embodiment in which the resistance generating member is a friction member will be described with reference to FIGS. In addition, about the same structure as said embodiment, the same reference number is attached | subjected and description is abbreviate | omitted and only a different part is demonstrated.

図4(a)は、本実施形態に係る制振装置41の概略正面図を示し、図4(b)は、本実施形態に係る制振装置41の縦断面図を示し、図4(c)は、制振装置41の摩擦部材14の説明図を示している。図5は、本実施形態に係る制振装置41の概略分解斜視図を示している。なお、図4では、上側構造部材2および下側構造部材3の図示を省略し、図5では、上側構造部材2、下側構造部材3、摩擦部材14の図示を省略している。   4A shows a schematic front view of the vibration damping device 41 according to the present embodiment, FIG. 4B shows a longitudinal sectional view of the vibration damping device 41 according to the present embodiment, and FIG. ) Shows an explanatory view of the friction member 14 of the vibration damping device 41. FIG. 5 is a schematic exploded perspective view of the vibration damping device 41 according to the present embodiment. In FIG. 4, the upper structural member 2 and the lower structural member 3 are not shown, and in FIG. 5, the upper structural member 2, the lower structural member 3, and the friction member 14 are omitted.

本実施形態では、各第1の板材10A〜10Cに対し、図示せぬ丸孔が形成されている。また、各第2の板材11A、11Bに対し、図示せぬ丸穴に対応するように水平方向に延びる複数の長孔10iが形成されている。   In the present embodiment, round holes (not shown) are formed in the first plate members 10A to 10C. In addition, a plurality of long holes 10i extending in the horizontal direction are formed in the second plate members 11A and 11B so as to correspond to round holes (not shown).

摩擦部材14は、互いに隣り合う第1の板材10A〜10Cと第2の板材11A、11Bとの間に位置している。摩擦部材14は、図4(c)に示すように、アルミニウム板14Aと、滑り板14Bと、相手材14Cとにより構成されている。アルミニウム板14Aは、第1の板材10A〜10Cに固着され、相手材14Cは、第2の板材11A、11Bに固着されている。滑り板14Bは、アルミニウム板14Aに固着されている。   The friction member 14 is positioned between the first plate members 10A to 10C and the second plate members 11A and 11B adjacent to each other. As shown in FIG. 4C, the friction member 14 includes an aluminum plate 14A, a sliding plate 14B, and a mating member 14C. The aluminum plate 14A is fixed to the first plate materials 10A to 10C, and the mating material 14C is fixed to the second plate materials 11A and 11B. The sliding plate 14B is fixed to the aluminum plate 14A.

アルミニウム板14Aは、その柔軟性により、滑り板14Bの第1の板材10A〜10Cからの位置ずれを防止する。   The aluminum plate 14A prevents displacement of the sliding plate 14B from the first plate materials 10A to 10C due to its flexibility.

滑り板14Bは、エキスパンドメタルまたは金網からなる網状体の基材と、この網状体の網目を充填するとともに当該基材の一方の面に形成された合成樹脂製の滑り層とを備える。この滑り層は、四フッ化エチレン樹脂を含み、相手材14Cとの接触面となる。   The sliding plate 14B includes a net-like base material made of expanded metal or a metal net, and a synthetic resin-made sliding layer that fills the mesh of the net-like body and is formed on one surface of the base material. This sliding layer contains a tetrafluoroethylene resin and serves as a contact surface with the counterpart material 14C.

相手材14Cは、ステンレス鋼材からなり、滑り板14Bとの水平方向の相対変位によって生じる摩擦力により、振動を減衰する。   The mating member 14C is made of a stainless steel material, and attenuates vibration by a frictional force generated by a relative displacement in the horizontal direction with the sliding plate 14B.

制振装置41は、各長孔10iに対応して、一対の応力分散金具19と、PC鋼棒20と、一対の締め付けナット21とを有する。   The vibration damping device 41 includes a pair of stress distribution fittings 19, a PC steel rod 20, and a pair of tightening nuts 21 corresponding to the long holes 10 i.

応力分散金具19は、鋼材により構成され、円環状をなし、PC鋼棒20および一対の締め付けナット21締め付け力を第1の板材10A、10Cに分散させるために設けられている。   The stress distribution fitting 19 is made of a steel material, has an annular shape, and is provided to distribute the tightening force of the PC steel rod 20 and the pair of tightening nuts 21 to the first plate members 10A and 10C.

PC鋼棒20および一対の締め付けナット21は、応力分散金具19を介して第1の板材10A、10Cを、図4(b)において、左右両側から締め付け、滑り板14Bと相手材14Cとの間に摩擦力が働くようにする。   The PC steel bar 20 and the pair of tightening nuts 21 tighten the first plate members 10A and 10C from the left and right sides in FIG. 4B via the stress distribution fitting 19, and between the sliding plate 14B and the mating member 14C. So that the frictional force works.

図5に示すように、制振装置41は、互いに隣り合う第1の板材10A〜10Cと第2の板材11A、11Bの隙間を確保するためのスペーサ24を備える。   As shown in FIG. 5, the vibration damping device 41 includes a spacer 24 for securing a gap between the first plate members 10A to 10C and the second plate members 11A and 11B adjacent to each other.

本実施形態の制振装置41の構成において、複数の第1の板材10A〜10Cが矢印Aの方向に変位することにより、摩擦部材14により摩擦力Bが、複数の第1の板材10A〜10Cに加わり、これにより変位が抑制され振動が減衰される。   In the configuration of the vibration damping device 41 of the present embodiment, when the plurality of first plate members 10A to 10C are displaced in the direction of the arrow A, the frictional force B is generated by the friction member 14 and the plurality of first plate members 10A to 10C. This suppresses displacement and damps vibration.

そして、本実施形態の制振装置41でも、複数の第1の板材10A〜10Cが並ぶ方向において、外側に位置する第1の板材10A、10Cは、その水平方向の両端部17において、第1の連結部12により連結され、各第1の板材10A〜10Cにかかるせん断力Bの中心(作用位置、すなわち制振装置1を正面方向から見た時の、摩擦部材14と、摩擦部材14に接触摺動している部材(第1の板材)との接触面の図心位置)と、各第1の板材10A〜10Cに連結された第1の連結部12の中心(鉛直方向に沿って片側4か所、均等配置で設けられた場合の真ん中)とが概ね一致するように構成されているため、第1の板材10A、10Cにかかる摩擦力Bによる曲げモーメントの発生を防止することができる。   Also in the vibration damping device 41 of the present embodiment, the first plate members 10A and 10C located outside in the direction in which the plurality of first plate members 10A to 10C are arranged are the first end portions 17 in the horizontal direction. The center of the shear force B applied to each of the first plate members 10A to 10C (the working position, that is, the friction member 14 and the friction member 14 when the vibration damping device 1 is viewed from the front direction). The centroid position of the contact surface with the sliding member (first plate member) and the center (in the vertical direction) of the first connecting portion 12 connected to each of the first plate members 10A to 10C. It is configured such that four places on one side, the middle of the case where they are provided in a uniform arrangement, are substantially coincident with each other, so that it is possible to prevent the generation of a bending moment due to the frictional force B applied to the first plate members 10A, 10C. it can.

このため、外側に位置する第1の板材10A、10Cには、摩擦力Bのみが加わることとなる。これにより、複数の第1の板材10A〜10Cを互いに連結する第1の連結部12による連結個所を少なくすることができ、かつ外側に位置する第1の板材10A、10Cのの板厚を薄くすることができる。よって、制振装置41の組み立て性を向上させることができる。   For this reason, only the frictional force B is applied to the first plate members 10A and 10C located outside. Thereby, the connection location by the 1st connection part 12 which mutually connects several 1st board | plate materials 10A-10C can be decreased, and the board | plate thickness of 1st board | plate material 10A, 10C located outside is made thin. can do. Therefore, the assemblability of the vibration damping device 41 can be improved.

なお、本発明は、上述した実施例に限定されない。当業者であれば、本発明の範囲内で、種々の追加や変更等を行うことができる。   In addition, this invention is not limited to the Example mentioned above. A person skilled in the art can make various additions and changes within the scope of the present invention.

例えば、上記の実施形態では、複数の第2の板材11A〜11Dを、それらの上端部18において第2の連結部13により連結し、上取り付け部材6に取り付けるようにしたが、第2の板材11C、11Dのみを上取り付け部材6に取り付け、複数の第2の板材11A〜11Dを、第2の連結部13により、水平方向における両端部で連結するようにしてもよい。当該構成において、各第2の板材11A〜11Dにかかる摩擦力の中心と、各第2の板材11A〜11Dに連結された複数の第2の連結部13の中心とが一致するように構成されてもよい。   For example, in the above-described embodiment, the plurality of second plate members 11A to 11D are connected by the second connecting portion 13 at their upper end portions 18 and attached to the upper mounting member 6. Only 11C and 11D may be attached to the upper attachment member 6, and the plurality of second plate members 11 </ b> A to 11 </ b> D may be connected by the second connecting portion 13 at both ends in the horizontal direction. In the said structure, it is comprised so that the center of the frictional force concerning each 2nd board | plate material 11A-11D and the center of the several 2nd connection part 13 connected with each 2nd board | plate material 11A-11D may correspond. May be.

かかる構成により、第2の板材11A、11Bにかかる摩擦力による曲げモーメントの発生を抑制することができる。よって、複数の第2の板材11A〜11Dを互いに連結する第2の連結部13による連結個所を少なくすることができ、かつ外側に位置する第2の板材11A、11Bの板厚を薄くすることができる。したがって、制振装置41の組み立て性をさらに向上させることができる。   With this configuration, it is possible to suppress the generation of a bending moment due to the frictional force applied to the second plate members 11A and 11B. Therefore, it is possible to reduce the number of connecting portions by the second connecting portion 13 that connects the plurality of second plate members 11A to 11D to each other, and to reduce the plate thickness of the second plate members 11A and 11B located outside. Can do. Therefore, the assemblability of the vibration damping device 41 can be further improved.

また、上記の実施形態では、複数の第1の板材10A〜10Eを、水平方向におけるそれらの両端部17において、第1の連結部12により連結したが、複数の第1の板材10A〜10Eを、それらの下端部において、第1の連結部12により連結し、複数の第2の板材11A〜11Dを第2の連結部13により水平方向におけるそれらの両端部で連結するようにしてもよい。   Moreover, in said embodiment, although several 1st board | plate materials 10A-10E were connected by the 1st connection part 12 in those both ends 17 in a horizontal direction, several 1st board | plate materials 10A-10E are connected. The lower end portions may be connected by the first connecting portion 12, and the plurality of second plate members 11 </ b> A to 11 </ b> D may be connected by the second connecting portion 13 at their both ends in the horizontal direction.

また、抵抗力発生部材14は、粘弾性材料により構成された粘弾性部材であってもよい。また、第1の板材10A〜10C(または10A〜10D)および第2の板材11A、11B(または11A〜11D)の枚数は、これらに限らず、必要に応じて変更してもよい。   The resistance generating member 14 may be a viscoelastic member made of a viscoelastic material. Further, the number of the first plate members 10A to 10C (or 10A to 10D) and the second plate members 11A and 11B (or 11A to 11D) is not limited thereto, and may be changed as necessary.

1、31、41、101:制振装置、2:上側構造部材 3:下側構造部材、10A〜10E:第1の板材、10h:開口、11A〜11D:第2の板材、14:作動流体、摩擦部材、12:第1の連結部、13:第2の連結部、17:両端部

DESCRIPTION OF SYMBOLS 1, 31, 41, 101: Damping apparatus, 2: Upper structural member 3: Lower structural member, 10A-10E: 1st board | plate material, 10h: Opening, 11A-11D: 2nd board | plate material, 14: Working fluid , Friction member, 12: first connecting portion, 13: second connecting portion, 17: both end portions

Claims (6)

上側構造部材と、前記上側構造部材の下側に位置する下側構造部材との間に設置される制振装置であって、
一の連結部により並列に連結され、前記上側構造部材および前記下側構造部材の一方に取り付けられる複数の一の板材と、
他の連結部により並列に連結され、前記上側構造部材および前記下側構造部材の他方に取り付けられ、前記複数の一の板材と交互に並ぶように配置される複数の他の板材と、
互いに隣り合う一の板材と他の板材との間に位置し、前記複数の一の板材と前記複数の他の板材との相対的な水平移動により、前記複数の一の板材および前記複数の他の板材に抵抗力を発生させる抵抗力発生手段と、を備え、
前記一の連結部は、前記複数の一の板材と他の板材が設置時および稼働時に正面方向から見た時に重ならない前記一の板材の水平方向の両側の領域にそれぞれ設けられ、前記両側の領域において前記複数の一の板材を連結する、制振装置。
A vibration damping device installed between the upper structural member and the lower structural member located below the upper structural member,
A plurality of plate members connected in parallel by one connecting portion and attached to one of the upper structural member and the lower structural member;
A plurality of other plate members that are connected in parallel by other connecting portions, are attached to the other of the upper structural member and the lower structural member, and are arranged so as to be alternately arranged with the one plurality of plate members,
The plurality of one plate member and the plurality of other plate members are positioned between one plate member adjacent to each other and the other plate member, and are moved by relative horizontal movement between the plurality of one plate member and the plurality of other plate members. Resistance generating means for generating resistance on the plate material of
The one connecting portion is provided in each of the regions on both sides in the horizontal direction of the one plate material that does not overlap when viewed from the front direction when the plurality of one plate material and the other plate material are installed and in operation. A vibration damping device for connecting the plurality of plate members in a region.
各一の板材にかかる抵抗力の中心と、各一の板材に連結された前記一の連結部の中心とが概ね一致するように構成されている、請求項1に記載の制振装置。   2. The vibration damping device according to claim 1, wherein a center of a resistance force applied to each one plate member and a center of the one connecting portion connected to each one plate member are substantially matched. 各一の板材にかかる抵抗力の中心と、前記抵抗力により前記一の連結部に発生する反力の中心とが概ね一致するように構成されている、請求項1に記載の制振装置。   2. The vibration damping device according to claim 1, wherein a center of a resistance force applied to each one plate member and a center of a reaction force generated in the one connecting portion by the resistance force are substantially matched. 前記複数の一の板材は、前記下側構造部材に取り付けられ、
前記複数の一の板材のうち、それらが並ぶ方向において両端に位置する一の板材は、上部に開口を有し作動流体が収容される収容空間を形成する容器の一部を構成し、
前記抵抗力発生手段は、前記作動流体である、請求項1から請求項3のいずれか一項に記載の制振装置。
The plurality of plate members are attached to the lower structural member,
Among the plurality of one plate members, one plate member positioned at both ends in the direction in which they are arranged constitutes a part of a container that has an opening in the upper part and forms a storage space in which a working fluid is stored,
The vibration damping device according to any one of claims 1 to 3, wherein the resistance force generating means is the working fluid.
前記抵抗力発生手段は、摩擦部材であり、隣り合う前記一の板材と前記他の板材との間に挟まれるように設けられている、請求項1から請求項3のいずれか一項に記載の制振装置。   The said resistance force generation means is a friction member, It is provided so that it may be pinched | interposed between said one board | plate material and said other board | plate material which adjoin each other. Vibration control device. 前記他の連結部は、前記複数の他の板材の水平方向の両端部にそれぞれ設けられ、前記両端部において前記複数の他の板材を連結する、請求項1から請求項5のいずれか一項に記載の制振装置。

The said other connection part is provided in the both ends of the horizontal direction of these other board | plate materials, respectively, The said other board | plate materials are connected in the said both end parts, It is any one of Claims 1-5. The vibration control device described in 1.

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019015056A (en) * 2017-07-05 2019-01-31 日鉄住金レールウェイテクノス株式会社 Vibration control wall
JP2023520561A (en) * 2020-04-04 2023-05-17 キネティカ ダイナミクス インコーポレイテッド Two-stage vibration-damped building connection with lock

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109898666B (en) * 2019-04-26 2020-06-30 郑州航空工业管理学院 Shock attenuation steel construction stand
CN111895016B (en) * 2020-08-11 2022-02-08 南京丹枫机械科技有限公司 Height-adjustable friction damper

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0413763U (en) * 1990-05-28 1992-02-04
JPH11241526A (en) * 1998-02-24 1999-09-07 Sumitomo Constr Co Ltd Seismic control wall and its attaching method, and seismic control structure using its wall
JP2000240320A (en) * 1999-02-18 2000-09-05 Shimizu Corp Viscoelastic wall and manufacture thereof
JP2006349064A (en) * 2005-06-16 2006-12-28 Tokai Rubber Ind Ltd Vibration control device and its manufacturing method
JP2008038559A (en) * 2006-08-10 2008-02-21 Ps Mitsubishi Construction Co Ltd Vibration control wall
JP2009002120A (en) * 2007-06-25 2009-01-08 Takenaka Komuten Co Ltd Friction damper

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52129716A (en) 1976-04-26 1977-10-31 Hoya Glass Works Ltd Optical glass
JP2000179183A (en) * 1998-12-17 2000-06-27 Menseihin Sogo Kikaku:Kk Vibration control wall and its manufacture
CN101896674A (en) * 2007-12-13 2010-11-24 翁令司工业股份有限公司 Wall type friction damper
JP5577222B2 (en) * 2010-11-11 2014-08-20 東海ゴム工業株式会社 Damping damper

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0413763U (en) * 1990-05-28 1992-02-04
JPH11241526A (en) * 1998-02-24 1999-09-07 Sumitomo Constr Co Ltd Seismic control wall and its attaching method, and seismic control structure using its wall
JP2000240320A (en) * 1999-02-18 2000-09-05 Shimizu Corp Viscoelastic wall and manufacture thereof
JP2006349064A (en) * 2005-06-16 2006-12-28 Tokai Rubber Ind Ltd Vibration control device and its manufacturing method
JP2008038559A (en) * 2006-08-10 2008-02-21 Ps Mitsubishi Construction Co Ltd Vibration control wall
JP2009002120A (en) * 2007-06-25 2009-01-08 Takenaka Komuten Co Ltd Friction damper

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019015056A (en) * 2017-07-05 2019-01-31 日鉄住金レールウェイテクノス株式会社 Vibration control wall
JP2023520561A (en) * 2020-04-04 2023-05-17 キネティカ ダイナミクス インコーポレイテッド Two-stage vibration-damped building connection with lock
US11879264B2 (en) 2020-04-04 2024-01-23 Kinetica Dynamics Inc. Dual-phase vibration damping building coupling member with lock-up
JP7466956B2 (en) 2020-04-04 2024-04-15 キネティカ ダイナミクス インコーポレイテッド Two-stage vibration-damping building connector with lock

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