JP4676797B2 - Vibration control device - Google Patents

Vibration control device Download PDF

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JP4676797B2
JP4676797B2 JP2005093658A JP2005093658A JP4676797B2 JP 4676797 B2 JP4676797 B2 JP 4676797B2 JP 2005093658 A JP2005093658 A JP 2005093658A JP 2005093658 A JP2005093658 A JP 2005093658A JP 4676797 B2 JP4676797 B2 JP 4676797B2
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piece member
right direction
vibration control
control device
swing
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JP2006274622A (en
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哲郎 西澤
久光 梶川
秀男 立花
廣 斉藤
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Misawa Homes Co Ltd
Hory Corp
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Misawa Homes Co Ltd
Hory Corp
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本発明は、地震等による揺れを制震するための装置に係り、例えば、住宅等の建物の壁に配置され、揺れが上階へ伝播するのを抑制するために利用できるものである。   The present invention relates to a device for controlling a vibration caused by an earthquake or the like, and is disposed on a wall of a building such as a house and can be used to suppress the propagation of the vibration to an upper floor.

住宅等の建物の壁に配置される制震装置は、下記の特許文献1及び特許文献2に示されている。これらの制震装置は、柱や梁で形成されていて地震等による揺れで変形する四角形の枠状体の内部に、オイルダンパーや弾性部材等による制震手段をブレースと共に配置したものとなっており、枠状体を変形させる振動エネルギを制震手段の熱エネルギに変換することにより、揺れを制震手段で減衰させるようにしている。
特開平9−268802(段落番号0017、図2) 特開2001−207677(段落番号0011〜0013、図1)
A vibration control device arranged on the wall of a building such as a house is shown in Patent Document 1 and Patent Document 2 below. These seismic control devices are composed of pillars and beams, and the seismic control means such as oil dampers and elastic members are arranged with braces inside a rectangular frame that is deformed by shaking caused by earthquakes. The vibration is attenuated by the vibration control means by converting the vibration energy for deforming the frame into heat energy of the vibration control means.
JP-A-9-268802 (paragraph number 0017, FIG. 2) JP 2001-207677 (paragraph numbers 0011 to 0013, FIG. 1)

枠状体が変形する揺れを制震手段で減衰させる制震装置には、上記の構造を含めて種々の構造のものが考えられ、そのなかには、制震装置を構成する構成部材同士の間で荷重が作用し合うものがある。このように構成部材同士の間で荷重が作用し合う制震装置において、この荷重に基づく応力が過大な応力になると、構成部材に押し潰し変形等が生ずることになるため、好ましくなく、このような過大な応力の発生を防止できる工夫が求められる。   There are various structures including the above-mentioned structures that can be used to attenuate the deformation of the frame-like body by means of the vibration control means. There is something with which the load acts. In such a vibration control device in which a load acts between constituent members, if the stress based on this load becomes excessive stress, the constituent member will be crushed and deformed, which is not preferable. A device that can prevent the generation of excessive stress is required.

本発明の目的は、過大な応力が構成部材に発生することがなく、構成部材に押し潰し変形等が生ずるのを防止できるようになる制震装置を提供するところにある。   An object of the present invention is to provide a vibration control device that prevents excessive stress from being generated in a component member and prevents the component member from being crushed and deformed.

本発明に係る制震装置は、互いに対向する第1辺部及び第2辺部と、これらの第1辺部と第2辺部とを、第1辺部を第2辺部に対して左右方向へ揺動可能に連結する左右の2個の第3辺部及び第4辺部と、を含んで形成されている枠状体と、第1辺部と第2辺部のうちの少なくとも一方に制震手段を介して連結されているとともに、左右方向へずれた2個の揺動中心部を有し、これらの揺動中心部により第3辺部及び第4辺部に対して左右方向へ揺動可能となっている揺動体と、前記2個の揺動中心部のうちの一方の揺動中心部を構成するとともに、第3辺部と第4辺部のうちのこの一方の揺動中心部側の辺部と前記揺動体とのうちの一方が左右方向へスライド可能となっている駒部材と、を備えて構成され、前記駒部材には、左右方向への長さを有していて、前記一方の揺動中心部側の辺部と前記揺動体とのうちの一方と面接触する平坦部が設けられていることを特徴とするものである。   The vibration control device according to the present invention includes a first side and a second side that face each other, the first side and the second side, and the first side and the second side. A frame-like body that includes two right and left third side portions and a fourth side portion that are coupled so as to be swingable in a direction, and at least one of the first side portion and the second side portion Are connected to each other via a vibration control means, and have two swinging center parts shifted in the left-right direction, and these swinging center parts make a left-right direction with respect to the third side part and the fourth side part. And a swing center portion of one of the two swing center portions, and a swing portion of the third side portion and the fourth side portion. One of the side portion on the moving center side and the rocking body is configured to be slidable in the left-right direction, and the piece member has a left-right direction. It has is, is characterized in that the flat portion contacting one the surface of said oscillator with the side portion of the one pivot center side of the is provided.

この制震装置では、地震等の発生により第1辺部が第2辺部に対して左右方向へ揺動することによって枠状体は変形し、この変形が生じたときには、揺動体は前記2個の揺動中心部を中心に第3辺部及び第4辺部に対して左右方向へ揺動するとともに、前記一方の揺動中心部を構成している駒部材に対して、前記一方の揺動中心部側の辺部と揺動体とのうちの一方が左右方向へスライドし、これにより、前記制震手段を介して第1辺部と第2辺部のうちの少なくとも一方に連結されている揺動体の箇所では揺動が拡大されることになり、制震手段は、振動エネルギを熱エネルギに変換することによって振動を減衰させる制震作用を有しているため、前記枠状体を変形させる揺れは制震されることになる。   In this seismic control device, the frame-like body is deformed by the first side portion swinging in the left-right direction with respect to the second side portion due to the occurrence of an earthquake or the like. Swinging in the left-right direction with respect to the third and fourth sides around the swing center, and the piece member constituting the one swing center with respect to the one side One of the side part on the side of the swing center and the swinging body slides in the left-right direction, and is thereby connected to at least one of the first side part and the second side part via the vibration control means. Since the swing is expanded at the position of the swing body, the vibration control means has a vibration control function to attenuate the vibration by converting the vibration energy into heat energy. The vibration that deforms the body is controlled.

そして、特にこの制震装置では、枠状体を変形させる揺れが制震手段で制震されるときには、前記駒部材と、この駒部材に対して左右方向へスライドとする前記一方の揺動中心部側の辺部と揺動体とのうちの一方との間には、揺動体が前記2個の揺動中心部を中心に第3辺部と第4辺部に対して左右方向へ揺動することにより、上下方向の荷重が生ずることになるが、駒部材には、左右方向への長さを有していて、前記一方の揺動中心部側の辺部と揺動体とのうちの一方と面接触する平坦部が設けられているため、駒部材の単位面積当たりに作用する荷重、すなわち応力は低減されることになる。   In particular, in this vibration control device, when the vibration that deforms the frame-like body is controlled by the vibration control means, the piece member and the one rocking center that slides in the left-right direction with respect to the piece member The swinging body swings in the left-right direction with respect to the third side part and the fourth side part about the two swinging central parts between one of the side part and the swinging part. As a result, a load in the vertical direction is generated, but the piece member has a length in the left-right direction. Since the flat part which is in surface contact with one side is provided, the load acting on the unit area of the piece member, that is, the stress is reduced.

このため、制震装置を構成する構成部材同士の間に過大な応力は作用せず、これらの構成部材に押し潰し変形等が生ずるのを防止できることになる。   For this reason, excessive stress does not act between the structural members which comprise a seismic control apparatus, and it can prevent that crushing deformation | transformation etc. arise in these structural members.

以上において、駒部材に対して左右方向へスライドする部材は、揺動体でもよく、前記一方の揺動中心部側の辺部でもよい。   In the above, the member that slides in the left-right direction with respect to the piece member may be a rocking body or a side portion on the one rocking center side.

駒部材に対して左右方向へスライドする部材が揺動体である場合には、駒部材は、揺動体に左右方向の長さを有して形成された開口部の内部に挿入され、この開口部により、駒部材に対して揺動体は左右方向へスライド可能となり、駒部材の前記平坦部が上記開口部の左右方向に長い箇所と面接触することになる。   When the member that slides in the left-right direction with respect to the piece member is an oscillating body, the piece member is inserted into an opening formed in the oscillating body having a length in the left-right direction. Thus, the rocking body can slide in the left-right direction with respect to the piece member, and the flat portion of the piece member comes into surface contact with a portion that is long in the left-right direction of the opening.

また、駒部材に対して左右方向へスライドする部材が前記一方の揺動中心部側の辺部である場合には、駒部材は、この一方の揺動中心部側の辺部に左右方向の長さを有して形成された開口部の内部に挿入され、この開口部により、駒部材に対して前記一方の揺動中心部側の辺部は左右方向へスライド可能となり、駒部材の前記平坦部が上記開口部の左右方向に長い箇所と面接触することになる。   In addition, when the member that slides in the left-right direction with respect to the piece member is the side portion on the one swinging center portion side, the piece member is placed on the side portion on the one swinging center portion side in the left-right direction. It is inserted into an opening formed with a length, and by this opening, the side portion on the one swinging center portion side with respect to the piece member can be slid in the left-right direction, and the piece member The flat portion comes into surface contact with a portion that is long in the left-right direction of the opening.

このように駒部材に対して左右方向へスライドする部材が前記一方の揺動中心部側の辺部である場合であって、この一方の揺動中心部側の辺部が、揺動体の厚さ方向両側でこの揺動体と対面する2個の支持部材を含んで形成されている場合には、これらの支持部材に上記開口部を形成し、これにより、これらの開口部の左右方向に長い箇所において、駒部材の前記平坦部をそれぞれの支持部材と面接触させてもよい。   In this way, the member that slides in the left-right direction with respect to the piece member is a side portion on the one swing center portion side, and the side portion on the one swing center portion side is the thickness of the swing body. In the case where two support members facing the rocking body are formed on both sides in the vertical direction, the openings are formed in these support members, and thus the openings are long in the left-right direction. You may make the said flat part of a piece member surface-contact with each support member in a location.

これによると、駒部材の平坦部が面接触する部材は2個の支持部材となるため、それだけ面接触する面積を大きくすることが可能となり、駒部材と支持部材の間で生ずる応力を低減できることになる。   According to this, since the member where the flat portion of the piece member is in surface contact becomes two support members, it is possible to increase the area where the surface contact is made, and to reduce the stress generated between the piece member and the support member. become.

このように、揺動体又は前記一方の揺動中心部側の辺部に左右方向の長さを有する開口部を設ける場合には、この開口部は、長孔でもよく、左右方向の一方の端部が開口端となっている切欠部等でもよく、任意の形態の開口部でよい。   In this way, when an opening having a length in the left-right direction is provided on the rocking body or the side part on the one rocking center side, the opening may be a long hole, and one end in the left-right direction. The opening may be a notch or the like having an opening end, or an opening of any form.

また、前記一方の揺動中心部を構成する前記駒部材が第1駒部材であって、他方の揺動中心部が第2駒部材を含んで構成される場合には、第1駒部材を、第2駒部材と形状及び寸法が同じになっている部品に対して前記平坦部を設けるための面取り加工を行うことにより、形成することが好ましい。   Further, when the piece member constituting the one swinging center portion is a first piece member and the other swinging center portion is configured to include a second piece member, the first piece member is It is preferable to form by chamfering for providing the flat portion to a component having the same shape and size as the second piece member.

これによると、第1駒部材のための部品を第2駒部材と同じものにでき、部品の共通化を図ることができるため、用意しなければならない部品種類の削減や、制震装置全体の製造コストの低減等を達成できる。   According to this, since the parts for the first piece member can be made the same as the second piece member, and the parts can be made common, it is possible to reduce the types of parts that must be prepared, Reduction of manufacturing cost can be achieved.

以上説明した本発明において、前記制震手段は、ゴムやばね等の弾性部材によるものでもよく、また、オイルダンパーや摩擦ダンパー等によるものでもよく、制震作用を有するものであれば任意な制震手段でよい。   In the present invention described above, the vibration control means may be an elastic member such as rubber or a spring, or may be an oil damper, a friction damper, or the like. You can use seismic means.

また、本発明に係る制震装置は、建物や架橋(鉄橋と横断歩道橋を含む)等の任意な構築物に適用でき、この制震装置を住宅等の建物に適用する場合において、その有効な配置箇所の一つは壁である。そして、本発明に係る制震装置を1階の壁に配置した場合には、地震等による基礎からの揺れが2階に伝播するのを抑制でき、2階以上の上階の壁に配置した場合には、下階の揺れが上階に伝播するのを抑制できる。   In addition, the vibration control device according to the present invention can be applied to an arbitrary structure such as a building or a bridge (including an iron bridge and a pedestrian bridge), and when the vibration control device is applied to a building such as a house, the effective arrangement thereof. One of the places is a wall. And when the damping device according to the present invention is arranged on the first floor wall, it is possible to suppress the vibration from the foundation due to the earthquake or the like from propagating to the second floor, and arranged on the upper floor wall of the second floor or more. In this case, it is possible to suppress the lower floor shaking from propagating to the upper floor.

また、本発明に係る制震装置を構築物に配置する際の制震装置の姿勢は任意であり、例えば、上記壁に配置する場合のように、制震装置を鉛直の姿勢としてもよく、あるいは、床や天井等に配置する場合には水平の姿勢としてもよく、制震装置が適用される構築物の種類や、この構築物の制震が求められる場所の位置等に応じて任意な姿勢とすることができる。   Further, the posture of the vibration control device when the vibration control device according to the present invention is arranged in the structure is arbitrary, and for example, the vibration control device may be in a vertical posture as in the case where the vibration control device is arranged on the wall, or When placed on the floor, ceiling, etc., the posture may be horizontal, and the posture should be arbitrary depending on the type of structure to which the vibration control device is applied and the location of the structure where vibration control is required. Can do.

さらに、本発明に係る制震装置は、予め工場等で組み立てられたユニットとなっていてもよく、言い換えると、前述した4個の辺部を含んで形成される前記枠状体が上記構築物の柱や梁等の構造材に結合されるようになっていてもよく、また、この枠状体の全部又は一部が上記構築物の柱や梁等の構造材で形成され、このような枠状体に、前述した揺動体や制震手段が構築物の施工現場で組み付けられるようになっていてもよい。また、パネル工法住宅の場合には、本発明に係る制震装置を壁パネル等のパネルの一部を構成するものとして用いてもよい。   Furthermore, the vibration control device according to the present invention may be a unit assembled in advance in a factory or the like. In other words, the frame-like body formed including the four sides described above is the structure. It may be configured to be coupled to a structural material such as a column or a beam, and all or a part of this frame-shaped body is formed of a structural material such as a column or a beam of the above-described structure. The rocking body and the vibration control means described above may be assembled to the body at the construction site of the structure. Moreover, in the case of a panel construction method house, you may use the damping device which concerns on this invention as what comprises some panels, such as a wall panel.

本発明によると、過大な応力が制震装置を構成する構成部材に発生することがなく、このため、構成部材に押し潰し変形等が生ずるのを防止できるという効果を得られる。   According to the present invention, an excessive stress is not generated in the constituent members that constitute the vibration control device, and therefore, it is possible to prevent an occurrence of crushing deformation or the like in the constituent members.

以下に本発明を実施するための形態を図面に基づいて説明する。図1は、本実施形態に係る制震装置の全体を示す正面図であり、図2は、図1のS2−S2線断面図である。本実施形態の制震装置は、予め工場でユニットとして製造され、住宅の1階の壁に鉛直姿勢で組み込み配置されるものである。   EMBODIMENT OF THE INVENTION Below, the form for implementing this invention is demonstrated based on drawing. FIG. 1 is a front view showing the entirety of the vibration damping device according to the present embodiment, and FIG. 2 is a sectional view taken along line S2-S2 of FIG. The vibration control device of the present embodiment is manufactured in advance as a unit at a factory, and is assembled and arranged in a vertical posture on the first floor wall of a house.

本実施形態に係る制震装置は、図1で示されているとおり、この制震装置の外形を形成する四角形の枠状体30と、この枠状体30の内部に組み込まれた揺動体40と、枠状体30に揺動体40の上下端部を連結する部材となっていて、制震手段となっている高減衰性のゴム50と、を主要な部材として構成されており、枠状体30は、第1辺部である上辺部1と、この上辺部1と上下に平行に対向していて、第2辺部となっている下辺部2と、これらの上辺部1と下辺部2とを連結する左右の第3辺部及び第4辺部となっていて、互いに平行となっている側辺部3,4と、で形成されている。   As shown in FIG. 1, the vibration damping device according to the present embodiment has a rectangular frame body 30 that forms the outer shape of the vibration damping device, and an oscillating body 40 incorporated in the frame body 30. And the upper and lower ends of the rocking body 40 to the frame-shaped body 30 and a high-damping rubber 50 serving as a vibration control means. The body 30 includes an upper side 1 that is a first side, a lower side 2 that is opposed to the upper side 1 in the vertical direction and is a second side, and the upper side 1 and the lower side. 2 are formed by left and right third side portions and fourth side portions that are connected to each other, and side portions 3 and 4 that are parallel to each other.

上辺部1は上辺部材11によって形成され、この上辺部材11は、外縁のフランジ部11Aと、このフランジ部11Aから内側へ突出しているリブ部11Bとからなる。また、下辺部2は、下辺部材12によって形成され、この下辺部材12も、外縁のフランジ部112Aと、このフランジ部12Aから内側へ突出しているリブ部12Bとからなる。さらに、図1において、左側の側辺部3は、側辺部材13と、この側辺部材13の厚さ方向(言い換えると、制震装置の厚さ方向)に配置された2個の板状の支持部材15,16(図3を参照)とによって形成され、側辺部材13は、外縁のフランジ部13Aと、このフランジ部13Aから内側へ突出しているリブ部13Bとからなる。そして、右側の側辺部4も、側辺部材14と、この側辺部材14の厚さ方向に配置された2個の板状の支持部材17,18(図2及び図4を参照)とによって形成され、側辺部材14は、外縁のフランジ部14Aと、このフランジ部14Aから内側へ突出しているリブ部14Bとからなる。   The upper side portion 1 is formed by an upper side member 11, and the upper side member 11 includes an outer edge flange portion 11A and a rib portion 11B protruding inward from the flange portion 11A. The lower side portion 2 is formed by a lower side member 12, and the lower side member 12 also includes an outer edge flange portion 112A and a rib portion 12B protruding inward from the flange portion 12A. Further, in FIG. 1, the left side portion 3 has two plate-like members arranged in the side member 13 and the thickness direction of the side member 13 (in other words, the thickness direction of the vibration control device). The side member 13 includes a flange portion 13A on the outer edge and a rib portion 13B protruding inward from the flange portion 13A. The right side portion 4 also includes a side member 14 and two plate-like support members 17 and 18 (see FIGS. 2 and 4) arranged in the thickness direction of the side member 14. The side member 14 includes an outer edge flange portion 14A and a rib portion 14B protruding inward from the flange portion 14A.

図1で示すように、側辺部材13のリブ部13Bの上下端部には、上辺部材11と下辺部材12のリブ部11B,12Bが各1個の軸21,22で連結されているとともに、側辺部材14のリブ部14Bの上下端部にも、上辺部材11と下辺部材12のリブ部11B,12Bが各1個の軸23,24で連結されている。そして、前述したように、本実施形態に係る制震装置は、住宅の1階の壁に鉛直姿勢で組み込み配置されるため、上辺部材11及び下辺部材12は、この1階の壁の構造材である梁や土台に結合され、左右の側辺部材13,14は、この1階の構造材である柱に結合されている。   As shown in FIG. 1, the upper and lower end portions of the rib portion 13 </ b> B of the side member 13 are connected to the rib portions 11 </ b> B and 12 </ b> B of the lower member 12 by one shaft 21 and 22, respectively. The rib portions 11B and 12B of the upper side member 11 and the lower side member 12 are also connected to the upper and lower ends of the rib portion 14B of the side member 14 by one shaft 23 and 24, respectively. As described above, since the vibration damping device according to the present embodiment is installed in a vertical posture on the first floor wall of the house, the upper side member 11 and the lower side member 12 are the structural materials of the first floor wall. The left and right side members 13 and 14 are coupled to a pillar which is a structural material on the first floor.

上記軸21,22,23,24は、上辺部材11及び下辺部材12と側辺部材13,14とを回動自在に連結しており、地震等に基づく相対的な横荷重W(図5を参照)が上辺部材11に作用したときには、上辺部材11は、左右の側辺部材13,14で下辺部材12に対して左右方向へ揺動可能に連結されているため、上辺部1は下辺部2に対する平行関係を維持したまま左右方向へ揺動し、これにより、前述した枠状体30は、変形を誇張して示している図5の2点鎖線30’のように、菱形状に変形することになる。   The shafts 21, 22, 23, and 24 rotatably connect the upper side member 11, the lower side member 12, and the side members 13 and 14, and have a relative lateral load W (see FIG. 5) based on an earthquake or the like. When the upper side member 11 is actuated on the upper side member 11, the upper side member 11 is connected to the lower side member 12 by the left and right side members 13, 14 so as to be swingable in the left-right direction. 2, and the frame 30 described above is deformed in a rhombus shape as indicated by a two-dot chain line 30 ′ in FIG. 5 exaggerating the deformation. Will do.

前記揺動体40は、図1で示されているとおり、上下方向の中央部の本体41と、この本体41の上下端部に各複数個の結合具46で結合された中間部材42,43と、上側の中間部材42の上端部に複数個の結合具47で結合された端部部材44と、下側の中間部材43の下端部に複数個の結合具48で結合された端部部材45とからなる。図2で示されているように、本体41と上下の端部部材44,45のそれぞれは1枚の板材からなり、中間部材42,43のそれぞれは、揺動体40の厚さ方向(言い換えると、制震装置の厚さ方向)に配置された2枚の板材からなる。   As shown in FIG. 1, the rocking body 40 includes a main body 41 at the center in the vertical direction, and intermediate members 42 and 43 coupled to the upper and lower ends of the main body 41 by a plurality of coupling tools 46. An end member 44 coupled to the upper end of the upper intermediate member 42 by a plurality of couplers 47, and an end member 45 coupled to the lower end of the lower intermediate member 43 by a plurality of couplers 48. It consists of. As shown in FIG. 2, each of the main body 41 and the upper and lower end members 44, 45 is made of a single plate material, and each of the intermediate members 42, 43 is in the thickness direction of the oscillator 40 (in other words, , Consisting of two plates arranged in the thickness direction of the vibration control device.

図1で示すように、上辺部材11のリブ部11Bの左右方向中央部には、上辺部材11の厚さ方向(言い換えると、制震装置の厚さ方向)に膨出した中空膨出部11Cが形成され(図2も参照)、下辺部材12のリブ部12Bの左右方向中央部にも、下辺部材12の厚さ方向に膨出した中空膨出部12Cが形成されている。図2で示されているように、これらの中空膨出部11C,12Cの内部に揺動体40の上下の端部部材44,45が挿入され、中空膨出部11Cの内面と端部部材44の外面とが、これらの内面と外面とに接着剤で結合されていて、端部部材44の厚さ方向両側に配置されている前述のゴム50を介して連結されているとともに、中空膨出部12Cの内面と端部部材45の外面も、これらの内面と外面とに接着剤で結合されていて、端部部材45の厚さ方向両側に配置されているゴム50を介して連結されている。   As shown in FIG. 1, a hollow bulging portion 11 </ b> C that bulges in the thickness direction of the upper side member 11 (in other words, the thickness direction of the vibration control device) at the center in the left-right direction of the rib portion 11 </ b> B of the upper side member 11. (See also FIG. 2), and a hollow bulging portion 12 </ b> C that bulges in the thickness direction of the lower side member 12 is also formed at the center in the left-right direction of the rib portion 12 </ b> B of the lower side member 12. As shown in FIG. 2, the upper and lower end members 44 and 45 of the rocking body 40 are inserted into the hollow bulging portions 11C and 12C, and the inner surface and the end member 44 of the hollow bulging portion 11C are inserted. Are connected to the inner surface and the outer surface with an adhesive, and are connected to each other via the rubber 50 disposed on both sides in the thickness direction of the end member 44. The inner surface of the portion 12C and the outer surface of the end member 45 are also bonded to the inner surface and the outer surface with an adhesive, and are connected via rubber 50 disposed on both sides in the thickness direction of the end member 45. Yes.

図1で説明した左側の側辺部3を形成している2個の支持部材15,16は、側辺部4側へ突出した状態で、上下複数個の結合具25によって側辺部材13のリブ部13Bに結合され、また、右側の側辺部4を形成している2個の支持部材17,18は、側辺部3側へ突出した状態で、上下複数個の結合具26によって側辺部材14のリブ部14Bに結合されている。そして、これらの支持部材15と16の間及び支持部材17と18の間に揺動体40の本体41が挿入され、この本体41を含んで構成されている揺動体40は、揺動中心構造物51,52で構成される左右方向にずれた2個の揺動中心部を中心として、支持部材15,16と支持部材17,18に対して左右方向へ揺動可能となっている。すなわち、揺動体40は、2個の側辺部3,4に対して上記2個の揺動中心部を中心に左右方向へ揺動自在である。   The two support members 15 and 16 forming the left side portion 3 described with reference to FIG. 1 are projected to the side portion 4 side, and a plurality of upper and lower couplers 25 are used to form the side member 13. The two support members 17 and 18 that are coupled to the rib portion 13B and that form the right side portion 4 are protruded to the side portion 3 side, and are sided by a plurality of upper and lower couplers 26. The side member 14 is coupled to the rib portion 14B. The main body 41 of the rocking body 40 is inserted between the support members 15 and 16 and between the support members 17 and 18, and the rocking body 40 including the main body 41 is composed of a rocking center structure. The support members 15 and 16 and the support members 17 and 18 can swing in the left-right direction around the two swing center portions 51 and 52 shifted in the left-right direction. In other words, the rocking body 40 is swingable in the left-right direction around the two rocking center portions with respect to the two side portions 3 and 4.

図3は、図1の左側の揺動中心構造物51を示す分解斜視図である。この揺動中心構造物51は、ボルト61と、座金62と、短寸の円形筒状部品である駒部材63と、座金64と、ナット65とで構成され、上記左側の側辺部3の支持部材15,16及び揺動体40の本体41には、駒部材63の外径と適合する内径の丸孔66,67,68が形成されている。これらの支持部材15,16と本体41の合計厚さは、駒部材63の軸方向長さと同じ又は略同じであり、駒部材63は丸孔66,67,68の内部に挿入され、座金62は支持部材15の外面に、座金64は支持部材16の外面にそれぞれ当てがわれる。ボルト61を座金62、駒部材63、座金64に挿通し、これらから突出したボルト61の端部にナット65を螺合することにより、揺動体40は、揺動中心構造物51による揺動中心部を中心に側辺部3に対して左右方向へ揺動可能に連結される。   FIG. 3 is an exploded perspective view showing the swing center structure 51 on the left side of FIG. The swing center structure 51 includes a bolt 61, a washer 62, a piece member 63 that is a short circular cylindrical part, a washer 64, and a nut 65. The support members 15, 16 and the main body 41 of the rocking body 40 are formed with round holes 66, 67, 68 having an inner diameter that matches the outer diameter of the piece member 63. The total thickness of the support members 15 and 16 and the main body 41 is the same as or substantially the same as the axial length of the piece member 63, and the piece member 63 is inserted into the round holes 66, 67 and 68, and isher 62 Is applied to the outer surface of the support member 15, and the washer 64 is applied to the outer surface of the support member 16. By inserting the bolt 61 into the washer 62, the piece member 63, and the washer 64, and screwing the nut 65 into the end of the bolt 61 protruding therefrom, the rocking body 40 is swung by the rocking center structure 51. It is connected to the side portion 3 so as to be swingable in the left-right direction with the portion as a center.

また、この連結が行わたときには、揺動体40は、左側の側辺部3に対して左右方向へスライド不能となり、駒部材63も揺動体40及び側辺部3に対してスライド不能となっている。   When this connection is made, the rocking body 40 cannot slide in the left-right direction with respect to the left side portion 3, and the piece member 63 also cannot slide with respect to the rocking body 40 and the side portion 3. Yes.

図4は、図1の右側の揺動中心構造物52を示す分解斜視図である。この揺動中心構造物52も、ボルト71と、座金72と、駒部材73と、座金74と、ナット75とで構成されているが、駒部材73の軸方向両端部は薄厚の円形筒部73A,73Bになっているとともに、これらの間は左右方向へ長い小判形状部73Cとなっており、この小判形状部73Cの内部には、円形筒部73A,73Bの中心孔と連通した孔が形成されている。そして、小判形状73Cの上下外面には、左右方向への長さを有する平坦部73Dが形成されている。   FIG. 4 is an exploded perspective view showing the swing center structure 52 on the right side of FIG. The swing center structure 52 is also composed of a bolt 71, a washer 72, a piece member 73, a washer 74, and a nut 75. Both end portions in the axial direction of the piece member 73 are thin circular cylindrical portions. 73A and 73B, and the oval shape portion 73C that is long in the left-right direction is formed between them. Inside the oval shape portion 73C, there is a hole that communicates with the central holes of the circular cylinder portions 73A and 73B. Is formed. A flat portion 73D having a length in the left-right direction is formed on the upper and lower outer surfaces of the oval shape 73C.

前記右側の側辺部4の支持部材17,18には、駒部材73の円形筒部73A,73Bの外径と適合する内径の丸孔76,77が形成され、揺動体40の本体41には、上下寸法が駒部材73の小判形状部73Cの上下寸法と適合し、左右寸法は小判形状部73Cの左右寸法よりも大きくなっている長孔78が形成されており、この長孔78の上下面部には、駒部材73の平坦部73Dと上下に対面する左右方向に長い箇所78Aが設けられている。また、支持部材17,18と本体41の合計厚さは、駒部材73の軸方向長さと同じ又は略同じであり、駒部材73の小判形状部73Cは長孔78の内部に挿入され、駒部材73の円形筒部73A,73Bは丸孔76,77の内部に挿入され、座金72は支持部材17の外面に、座金74は支持部材18の外面にそれぞれ当てがわれる。ボルト71を座金72、駒部材73、座金74に挿通し、これらから突出したボルト71の端部にナット75を螺合することにより、揺動体40は、揺動中心構造物52による揺動中心部を中心に側辺部4に対して左右方向へ揺動可能に連結される。   The support members 17 and 18 of the right side portion 4 are formed with round holes 76 and 77 having an inner diameter matching the outer diameter of the circular cylinder portions 73A and 73B of the piece member 73. Is formed with a long hole 78 in which the vertical dimension matches the vertical dimension of the oval shape part 73C of the piece member 73, and the left and right dimension is larger than the left and right dimension of the oval shape part 73C. On the upper and lower surfaces, a long portion 78A in the left-right direction facing the flat portion 73D of the piece member 73 in the vertical direction is provided. The total thickness of the support members 17, 18 and the main body 41 is the same as or substantially the same as the axial length of the piece member 73, and the oval shape portion 73 </ b> C of the piece member 73 is inserted into the elongated hole 78, The circular cylindrical portions 73A and 73B of the member 73 are inserted into the round holes 76 and 77, the washer 72 is applied to the outer surface of the support member 17, and the washer 74 is applied to the outer surface of the support member 18, respectively. By inserting the bolt 71 through the washer 72, the piece member 73, and the washer 74, and screwing the nut 75 into the end of the bolt 71 protruding therefrom, the swinging body 40 is swung by the swing center structure 52. It is connected to the side part 4 so as to be swingable in the left-right direction with the part as a center.

そして、この連結が行われたときには、駒部材73が挿入されている長孔78により、揺動体40は、駒部材73及び側辺部4に対して左右方向へスライド可能となっており、駒部材73は側辺部4に対してスライド不能となっている。   When this connection is made, the rocking body 40 can be slid in the left-right direction with respect to the piece member 73 and the side portion 4 by the elongated hole 78 into which the piece member 73 is inserted. The member 73 cannot slide with respect to the side portion 4.

図5は、前述したように地震等の発生時における前記枠状体30の変形を誇張して示している変形模式図であり、前記軸21,22,23,24による上辺部1及び下辺部2と側辺部3,4との連結部をA,B,C,Dで、揺動体40と上辺部1との前記ゴム50による連結部をEで、揺動体40と下辺部2とのゴム50による連結部をFで、揺動中心構造物51,52による2個の揺動中心部をG、Hでそれぞれ示している。これらのA〜Hは、枠状体30が変形する前の位置であり、これに対してA’,C’,E’,F’,G’,H’は、枠状体30が変形したときのA,C,E,F,G,Hの位置を示している。   FIG. 5 is a deformation schematic diagram exaggeratingly illustrating the deformation of the frame-like body 30 at the time of occurrence of an earthquake or the like, as described above, and the upper side 1 and the lower side by the shafts 21, 22, 23, 24. 2 and the side portions 3 and 4 are connected by A, B, C and D, the connecting portion of the swinging body 40 and the upper side portion 1 by the rubber 50 is E, and the swinging body 40 and the lower side portion 2 are connected. A connecting portion by the rubber 50 is indicated by F, and two swinging central portions by the swinging center structures 51 and 52 are indicated by G and H, respectively. These A to H are positions before the frame-shaped body 30 is deformed, whereas A ′, C ′, E ′, F ′, G ′, and H ′ are deformed by the frame-shaped body 30. The positions of A, C, E, F, G, and H are shown.

荷重Wで上辺部1が下辺部2に対して左右方向へ揺動することにより枠状体30が菱形状に変形すると、揺動体40は、左右の側辺部3,4に対し、これらの側辺部3,4と揺動体40とを連結している上記2個の揺動中心部G,Hを中心に左右方向に揺動することになる。これらの揺動中心部GとHの距離よりも、GとHの中点IからEまでの距離及び中点IからFまでの距離は大きいため、揺動体40と上辺部1との連結部であるE、及び揺動体40と下辺部2との連結部であるFは、てこの原理によって拡大されて左右方向に大きく移動する。そして、これらのE,Fは、高減衰性を有するゴム50で構成されているため、地震等による上辺部1の下辺部2に対する揺れはこれらのゴム50によって減衰され、すなわち、地震等による振動エネルギはゴム50の熱エネルギに変換され、本実施形態に係る制震装置が1階の壁に組み込み配置されている住宅では、2階以上の階における左右方向の振動は制震されることになる。   When the frame 30 is deformed in a rhombus shape by swinging the upper side 1 in the left-right direction with respect to the lower side 2 with the load W, the swinging body 40 is moved to the left and right side parts 3, 4. It swings in the left-right direction around the two swing center portions G and H connecting the side portions 3 and 4 and the swing body 40. Since the distance from the midpoints I to E of G and H and the distance from the midpoints I to F are larger than the distance between the swing center portions G and H, the connecting portion between the swing body 40 and the upper side portion 1. E and F which is a connecting portion between the rocking body 40 and the lower side portion 2 are enlarged by the lever principle and greatly moved in the left-right direction. Since these E and F are composed of rubber 50 having a high damping property, the vibration with respect to the lower side 2 of the upper side 1 due to an earthquake or the like is attenuated by these rubbers 50, that is, vibration due to an earthquake or the like. The energy is converted into the thermal energy of the rubber 50, and in a house where the vibration control device according to the present embodiment is built in and arranged on the first floor wall, the vibrations in the left and right directions on the second and higher floors are suppressed. Become.

なお、図5において、2点鎖線40’は、枠状体30が変形したときの揺動体40の揺動状態を示し、I’は、枠状体30が変形したときの中点Iの位置を示している。   In FIG. 5, a two-dot chain line 40 ′ indicates a swinging state of the swinging body 40 when the frame-shaped body 30 is deformed, and I ′ is a position of the midpoint I when the frame-shaped body 30 is deformed. Is shown.

また、枠状体30が上述のように菱形状に変形すると、揺動中心部GはBを中心する円弧軌跡Jを描いて移動するとともに、揺動中心部HはDを中心とする円弧軌跡Kを描いて移動し、これらの移動によって2個の揺動中心部GとHの位置には上下の格差が生ずるため、揺動体40が左右方向へ上述のように揺動することは、2個の揺動中心部GとHのうちの一方の揺動中心部に対し、揺動体40が僅かに左右方向へスライドすることを条件として行われることになる。本実施形態では、図5の右側の揺動中心部Hを構成している図4の駒部材73が、揺動体40の本体41に左右方向の長さを有して形成された長孔78に挿入されているため、揺動体40の左右方向への揺動は、駒部材73に対して長孔78が左右方向へ移動すること、すなわち、揺動体40が図5の右側の側辺部4に対して左右方向へスライドすることによって行われる。   When the frame body 30 is deformed into a rhombus shape as described above, the swing center portion G moves while drawing an arc locus J centering on B, and the swing center portion H is an arc track centering on D. Since the movement of the swinging body 40 moves in the direction of K, and there is a vertical difference between the positions of the two swinging central portions G and H, the swinging of the swinging body 40 in the left-right direction as described above is 2 This is performed on the condition that the rocking body 40 slightly slides in the left-right direction with respect to one of the rocking center portions G and H. In this embodiment, the piece member 73 of FIG. 4 constituting the rocking center portion H on the right side of FIG. 5 is a long hole 78 formed in the main body 41 of the rocking body 40 with a length in the left-right direction. Therefore, the rocking body 40 is swung in the left-right direction because the elongated hole 78 moves in the left-right direction with respect to the piece member 73, that is, the rocking body 40 is on the right side of FIG. 4 by sliding in the left-right direction.

このような揺動体40の揺動及びスライドが生じたときには、図5で示されているように、枠状体30の変形前のHが、枠状体30の変形後にはH’の位置に移行しており、これらのHとH’の間には上下の格差があるため、駒部材73と長孔78との間には上下方向の荷重が作用し合うことになり、この荷重は、揺動体40をてこの原理で左右方向に揺動させるものとなるため、極めて大きなものとなる。   When such swinging and sliding of the swinging body 40 occurs, as shown in FIG. 5, H before the deformation of the frame-shaped body 30 is at the position H ′ after the deformation of the frame-shaped body 30. Since there is a vertical difference between these H and H ′, a load in the vertical direction acts between the piece member 73 and the elongated hole 78, and this load is Since the oscillating body 40 is oscillated in the horizontal direction on the basis of this principle, it becomes extremely large.

しかし、本実施形態では、駒部材73の上下面に、左右方向に長くなった平坦部73Dが形成されており、長孔78には、これらと上下に対面する左右に長い箇所78Aが形成されているため、これらの平坦部73Dと箇所78Aとの面接触により、駒部材73と長孔78との間で作用し合う単位面積当たりの荷重である応力は小さくなる。このため、駒部材73を、図3で示した揺動中心構造物51の駒部材63のように、単なる短寸の円形筒状部品とした場合に生ずる長孔78の上下方向への拡張変形は、言い換えると、揺動体40の本体41が長孔78の部分で押し潰し変形されることは、発生せず、本実施形態に係る制震装置を構成する構成部材の本来の形状及び機能を維持したまま揺動体40を揺動させることができ、これにより、制震装置による本来の制震作用も発揮させることができる。   However, in the present embodiment, flat portions 73D that are elongated in the left-right direction are formed on the upper and lower surfaces of the piece member 73, and the elongated holes 78 are formed with long portions 78A on the left and right that face these vertically. Therefore, the surface contact between the flat portion 73D and the portion 78A reduces the stress that is a load per unit area that acts between the piece member 73 and the elongated hole 78. For this reason, the elongated deformation of the elongated hole 78 in the vertical direction that occurs when the piece member 73 is a simple circular cylindrical part like the piece member 63 of the swinging central structure 51 shown in FIG. In other words, the main body 41 of the oscillating body 40 is not crushed and deformed at the portion of the long hole 78, and the original shape and function of the constituent members constituting the vibration control device according to the present embodiment are not generated. The rocking body 40 can be swung while being maintained, whereby the original vibration control action by the vibration control device can be exhibited.

なお、図5の左側の揺動中心部Gも、枠状体30の変形後にはG’の位置に移行しており、これらのGとG’の間には上下の格差があるため、この揺動中心部Gを構成している構成部材同士の間では上下方向の荷重が作用し合うことになるが、この揺動中心部Gは、円形筒状の駒部材63を支持部材15,16と揺動体40の本体41に形成された丸孔66,67,68に挿入して構成され、これらの間ではもともと面接触となっているため、過大な応力は発生しない。   5 also moves to the position of G ′ after the deformation of the frame-shaped body 30, and there is a vertical difference between these G and G ′. A load in the vertical direction is applied between the constituent members constituting the swing center portion G, but the swing center portion G is configured to support the circular cylindrical piece member 63 with the support members 15 and 16. And, it is configured to be inserted into the round holes 66, 67, 68 formed in the main body 41 of the rocking body 40, and since the surface contact is originally between these, excessive stress is not generated.

以上は、揺動体40の揺動が、揺動中心構造物52の駒部材73に対して揺動体40が左右方向へスライドすることによって行われて、これにより上辺部1の下辺部2に対する揺れを制震する場合であったが、このような揺れの制震は、揺動中心構造物52の駒部材に対して揺動体40をスライドさせず、この駒部材に対して側辺部4の支持部材17,18を左右方向へスライドしても、実現することができる。   The swinging of the swinging body 40 is performed by sliding the swinging body 40 in the left-right direction with respect to the piece member 73 of the swinging center structure 52, thereby swinging with respect to the lower side 2 of the upper side 1. However, such vibration control is not performed by sliding the oscillating body 40 with respect to the piece member of the oscillating central structure 52, but with respect to this piece member. This can also be realized by sliding the support members 17 and 18 in the left-right direction.

図6は、このように揺動中心構造物52の駒部材に対して側辺部4の支持部材17,18を左右方向へスライドさせる場合の実施形態を示す。この実施形態における揺動中心構造物52の駒部材83は、軸方向両側に設けられ、薄厚で左右方向に長くなった小判形状部83A,83Bと、これらの間の円形筒部83Cとからなる。支持部材17,18には、上下寸法が小判形状部83A,83Bの上下寸法と適合し、左右寸法は小判形状部83A,83Bの左右寸法よりも大きくなった長孔86,87が形成されており、これらの長孔86,87の上下面部には、小判形状部83A,83Bの上下の平坦部83Dと上下に対面する左右方向に長い箇所86A,87Aが設けられている。そして、揺動体40の本体41には、円形筒部83Cの外径と適合する内径の丸孔88が設けられている。   FIG. 6 shows an embodiment in which the support members 17 and 18 of the side portion 4 are slid in the left-right direction with respect to the piece member of the swing center structure 52 as described above. The piece members 83 of the swing center structure 52 in this embodiment are composed of oval-shaped portions 83A and 83B which are provided on both sides in the axial direction and are thin and long in the left-right direction, and a circular cylindrical portion 83C therebetween. . The support members 17 and 18 are formed with long holes 86 and 87 whose vertical dimensions are adapted to the vertical dimensions of the oval shaped portions 83A and 83B and whose left and right dimensions are larger than the left and right dimensions of the oval shaped portions 83A and 83B. On the upper and lower surfaces of the long holes 86 and 87, there are provided portions 86A and 87A that are vertically long and face the upper and lower flat portions 83D of the oval shaped portions 83A and 83B. The main body 41 of the oscillating body 40 is provided with a round hole 88 having an inner diameter that matches the outer diameter of the circular cylindrical portion 83C.

また、図6で示した揺動中心構造物52のこの駒部材83を第1駒部材とし、図3で示した揺動中心構造物51の駒部材63を第2駒部材とした場合において、上述のような平坦部83Dを有する駒部材83は、第2駒部材と形状及び寸法が同じになっている部品に対して、平坦部83Dを形成するための面取り加工を行うことにより、生産されている。   Further, in the case where the piece member 83 of the swing center structure 52 shown in FIG. 6 is a first piece member and the piece member 63 of the swing center structure 51 shown in FIG. 3 is a second piece member, The piece member 83 having the flat portion 83D as described above is produced by chamfering a part having the same shape and dimensions as the second piece member to form the flat portion 83D. ing.

この実施形態では、駒部材83の円形筒部83Cは丸孔88に、小判形状部83A,83Bは長孔86,87にそれぞれ挿入される。また、揺動体40が左右方向へ揺動することは、駒部材83に対し、側辺部4の支持部材17,18に形成された長孔86,87が左右方向へスライドすることによって行われ、このときには、駒部材83と長孔86,87と間で上下方向の大きな荷重が作用し合うが、駒部材83と長孔86,87は、共に左右方向に長くなっている平坦部83Dと箇所86A,87Aとで面接触するため、これらの駒部材83と長孔86,87には、長孔86,87を上下に拡張変形させる程の大きな応力は生じない。   In this embodiment, the circular cylindrical portion 83C of the piece member 83 is inserted into the round hole 88, and the oval shape portions 83A and 83B are inserted into the long holes 86 and 87, respectively. Further, the swinging body 40 swings in the left-right direction by sliding the elongated holes 86, 87 formed in the support members 17, 18 of the side portion 4 in the left-right direction with respect to the piece member 83. At this time, a large load in the vertical direction acts between the piece member 83 and the long holes 86 and 87, but the piece member 83 and the long holes 86 and 87 are both flat in the left-right direction. Since the surfaces 86A and 87A are in surface contact, the piece member 83 and the long holes 86 and 87 are not subjected to such a large stress as to expand and deform the long holes 86 and 87 up and down.

そして、この実施形態では、駒部材83の平坦部83Dと上下に対面する箇所86A,87Aを有する長孔86,87は、揺動体40の本体41の厚さ方向両側でこの本体41と対面する2個の支持部材17,18に形成することができるため、本体41の厚さよりもこれらの支持部材17,18の合計厚さを大きくすることにより、上記応力の大きさを図4の実施形態よりも小さくすることができる。   In this embodiment, the long holes 86 and 87 having the portions 86A and 87A facing the flat portion 83D of the piece member 83 in the up and down direction face the main body 41 on both sides in the thickness direction of the main body 41 of the rocking body 40. Since the two support members 17 and 18 can be formed, the total thickness of the support members 17 and 18 is made larger than the thickness of the main body 41, whereby the magnitude of the stress is changed to the embodiment shown in FIG. Can be made smaller.

また、この実施形態によると、他の揺動構造物51における駒部材63のための部品と同じ部品に面取り加工で平坦部83Dを設けることにより、この揺動中心構造物52のための駒部材83を形成することができ、両方の駒部材63と83の部品を共通化できるため、部品管理の容易化や、制震装置全体の製造コストの低減化を図ることができる。   Further, according to this embodiment, by providing the flat part 83D by chamfering on the same part as the part for the piece member 63 in the other oscillating structure 51, the piece member for the oscillating center structure 52 is provided. 83 can be formed, and the parts of both the piece members 63 and 83 can be made common, so that parts management can be facilitated and the manufacturing cost of the entire vibration control device can be reduced.

図7は、図4の実施形態と同じく、揺動体40の揺動が、揺動中心構造物52の駒部材に対して揺動体40が左右方向へスライドすることによって行われるとともに、図6の実施形態と同じく、揺動中心構造物52の駒部材を、他の揺動構造物51における駒部材63のための部品と同じ部品に面取り加工で平坦部を設けることにより、形成することができるようにした実施形態を示している。   7, as in the embodiment of FIG. 4, the swinging of the swinging body 40 is performed by sliding the swinging body 40 in the left-right direction with respect to the piece member of the swing center structure 52. As in the embodiment, the piece member of the swing center structure 52 can be formed by chamfering the same part as the part for the piece member 63 in the other swing structure 51 by chamfering. An embodiment as described above is shown.

揺動中心部構造物52の駒部材93は、軸方向両側の薄厚の円形筒部93A,93Bと、これらの間に上下の面取り加工で形成された小判形状93Cとからなり、この小判形状部93Cの面取り加工された箇所は、左右方向の長さを有している平坦部93Dとなっている。支持部材17,18には、円形筒部93A,93Bの外径と適合する内径の丸孔96,97が形成され、揺動体40の本体41には、上下寸法が小判形状部93Cの上下寸法と適合し、左右寸法は小判形状部93Cの左右寸法よりも大きくなった切欠部98が形成されており、図4の長孔78や図6の長孔86,87と同じく、駒部材が挿入される開口部となっているこの切欠部98の上下面部には、小判形状部93Cの上下の平坦部93Dと上下に対面する左右方向に長い箇所98Aが設けられている。   The piece member 93 of the swing center portion structure 52 includes thin circular cylindrical portions 93A and 93B on both sides in the axial direction, and an oval shape 93C formed by upper and lower chamfering therebetween. The chamfered portion of 93C is a flat portion 93D having a length in the left-right direction. The support members 17 and 18 are formed with round holes 96 and 97 having inner diameters that match the outer diameters of the circular cylindrical portions 93A and 93B, and the main body 41 of the oscillating body 40 has a vertical dimension that is the vertical dimension of the oval shaped part 93C. And a notch 98 is formed in which the left and right dimensions are larger than the left and right dimensions of the oval shape portion 93C, and the piece member is inserted in the same manner as the long holes 78 in FIG. On the upper and lower surfaces of the notch 98 serving as an opening, an upper and lower flat portion 93D of the oval shape portion 93C and a portion 98A long in the left-right direction facing the upper and lower sides are provided.

この実施形態では、円形筒部93A,93Bは丸孔96,97に、小判形状部93Cは切欠部98にそれぞれ挿入され、また、揺動体40が左右方向へ揺動することは、駒部材93に対し、揺動体40の本体41に左右方向の長さを有して形成された切欠部98が左右方向へスライドすることによって行われる。   In this embodiment, the circular cylinder portions 93A and 93B are inserted into the round holes 96 and 97, the oval shape portion 93C is inserted into the cutout portion 98, and the swinging member 40 swinging in the left-right direction is the piece member 93. On the other hand, it is performed by sliding a notch 98 formed in the main body 41 of the rocking body 40 with a length in the left-right direction sliding in the left-right direction.

そして、この実施形態では、切欠部98は、左右方向の一方の端部が開口した端部となっているため、小判形状部93Cの上下寸法が円形筒部93A,93Bの上下寸法よりも小さくなっていても、この開口端部から駒部材93を切欠部98の内部に挿入することができる。   And in this embodiment, since the notch part 98 becomes the edge part which one edge part of the left-right direction opened, the vertical dimension of the oval shape part 93C is smaller than the vertical dimension of circular cylinder part 93A, 93B. Even if it is, the piece member 93 can be inserted into the notch 98 from the opening end.

本発明は、例えば、住宅の壁等に配置されることにより、地震等による揺れを制震するために利用することができる。   The present invention can be used, for example, to control shaking caused by an earthquake or the like by being arranged on a wall of a house or the like.

本発明の一実施形態に係る制震装置の全体を示す正面図である。It is a front view showing the whole seismic control device concerning one embodiment of the present invention. 図1のS2−S2線断面図である。It is the S2-S2 sectional view taken on the line of FIG. 図1の左側の揺動中心部を構成している揺動中心構造物の分解斜視図である。It is a disassembled perspective view of the rocking | swiveling center structure which comprises the rocking | swiveling center part of the left side of FIG. 図1の右側の揺動中心部を構成している揺動中心構造物の分解斜視図である。It is a disassembled perspective view of the rocking | swiveling center structure which comprises the rocking | swiveling center part of the right side of FIG. 地震等の発生時における枠状体の変形を誇張して示している模式図である。It is the schematic diagram which exaggerated and showed the deformation | transformation of the frame-shaped body at the time of occurrence of an earthquake etc. 図1の右側の揺動中心部を構成する揺動中心構造物の別実施形態を示す図で、この揺動中心構造物を構成する駒部材に対し、右側の側辺部を構成する支持部材が左右方向へスライドする実施形態を示す図4と同様の図である。FIG. 5 is a view showing another embodiment of the swing center structure constituting the right swing center portion of FIG. 1, and a support member constituting the right side portion with respect to the piece member constituting the swing center structure; FIG. 5 is a view similar to FIG. 4 showing an embodiment in which the slider slides in the left-right direction. 図1の右側の揺動中心部を構成する揺動中心構造物のさらに別実施形態を示す図で、この揺動中心構造物を構成する駒部材に対し、揺動体が左右方向へスライドする実施形態を示す図4と同様の図である。FIG. 7 is a view showing still another embodiment of the swing center structure constituting the swing center portion on the right side of FIG. 1, in which the swing body slides in the left-right direction with respect to the piece member constituting the swing center structure. It is a figure similar to FIG. 4 which shows a form.

符号の説明Explanation of symbols

1 第1辺部である上辺部
2 第2辺部である下辺部
3 第3辺部である側辺部
4 第4辺部である側辺部
15,16,17,18 支持部材
30 枠状体
40 揺動体
50 制震手段である高減衰性のゴム
51,52 揺動中心部を構成する揺動中心構造物
63,73,83,93 駒部材
73D,83D,93D 平坦部
78,86,87 左右方向への長さを有する開口部である長孔
98 左右方向への長さを有する開口部である切欠部
DESCRIPTION OF SYMBOLS 1 Upper side part which is 1st side part 2 Lower side part which is 2nd side part 3 Side part which is 3rd side part 4 Side part which is 4th side part 15, 16, 17, 18 Support member 30 Frame shape Body 40 Oscillator 50 High-damping rubber 51, 52 which is a vibration control means Oscillation center structure 63, 73, 83, 93 piece constituting the oscillation center part 73D, 83D, 93D Flat part 78, 86, 87 A long hole which is an opening having a length in the left-right direction 98 A notch which is an opening having a length in the left-right direction

Claims (5)

互いに対向する第1辺部及び第2辺部と、これらの第1辺部と第2辺部とを、第1辺部を第2辺部に対して左右方向へ揺動可能に連結する左右の2個の第3辺部及び第4辺部と、を含んで形成されている枠状体と、
第1辺部と第2辺部のうちの少なくとも一方に制震手段を介して連結されているとともに、左右方向へずれた2個の揺動中心部を有し、これらの揺動中心部により第3辺部及び第4辺部に対して左右方向へ揺動可能となっている揺動体と、
前記2個の揺動中心部のうちの一方の揺動中心部を構成するとともに、第3辺部と第4辺部のうちのこの一方の揺動中心部側の辺部と前記揺動体とのうちの一方が左右方向へスライド可能となっている駒部材と、
を備えて構成され、
前記駒部材には、左右方向への長さを有していて、前記一方の揺動中心部側の辺部と前記揺動体とのうちの一方と面接触する平坦部が設けられていることを特徴とする制震装置。
The first and second sides facing each other, and the first and second sides that are connected to each other so that the first side can swing in the left-right direction with respect to the second side. A frame-like body formed by including two third sides and a fourth side,
It is connected to at least one of the first side part and the second side part via a vibration control means, and has two swing center parts shifted in the left-right direction. An oscillating body capable of oscillating in the left-right direction with respect to the third side portion and the fourth side portion;
One of the two swing center portions is configured, and one of the third side portion and the fourth side portion on the one swing center portion side, the swing body, A piece member that is slidable in the left-right direction,
Configured with
The piece member has a length in the left-right direction, and is provided with a flat portion that is in surface contact with one of the side portion on the one swing center side and the swing body. A vibration control device characterized by
請求項1に記載の制震装置において、前記駒部材は、前記揺動体に左右方向の長さを有して形成された開口部の内部に挿入され、この開口部により、前記駒部材に対して前記揺動体が左右方向へスライド可能となっているとともに、この駒部材の前記平坦部が前記開口部の左右方向に長い箇所と面接触することを特徴とする制震装置。   2. The vibration control device according to claim 1, wherein the piece member is inserted into an opening formed in the swinging body with a length in a left-right direction, and the opening portion allows the piece member to be connected to the piece member. The swing body is slidable in the left-right direction, and the flat portion of the piece member is in surface contact with a portion that is long in the left-right direction of the opening. 請求項1に記載の制震装置において、前記駒部材は、前記一方の揺動中心部側の辺部に左右方向の長さを有して形成された開口部の内部に挿入され、この開口部により、前記駒部材に対して前記一方の揺動中心部側の辺部が左右方向へスライド可能となっているとともに、この駒部材の前記平坦部が前記開口部の左右方向に長い箇所と面接触することを特徴とする制震装置。   2. The vibration control device according to claim 1, wherein the piece member is inserted into an opening formed in the side portion on the side of the one swinging central portion and having a length in the left-right direction. The side portion of the one swinging central portion side is slidable in the left-right direction with respect to the piece member, and the flat portion of the piece member is long in the left-right direction of the opening portion. A vibration control device characterized by surface contact. 請求項3に記載の制震装置において、前記一方の揺動中心部側の辺部は、前記揺動体の厚さ方向両側でこの揺動体と対面する2個の支持部材を含んで形成され、これらの支持部材に前記開口部が形成されていることを特徴とする制震装置。   The vibration control device according to claim 3, wherein the side portion on the one swing center portion side is formed including two support members facing the swing body on both sides in the thickness direction of the swing body, A vibration control device in which the opening is formed in these support members. 請求項1〜4のいずれかに記載の制震装置において、前記一方の揺動中心部を構成する前記駒部材は第1駒部材であり、他方の揺動中心部は第2駒部材を含んで構成され、第1駒部材は、第2駒部材と形状及び寸法が同じになっている部品に対して前記平坦部を設けるための面取り加工を行うことにより形成されていることを特徴とする制震装置。   5. The vibration damping device according to claim 1, wherein the piece member constituting the one swing center portion is a first piece member, and the other swing center portion includes a second piece member. The first piece member is formed by chamfering a part having the same shape and dimensions as the second piece member to provide the flat portion. Damping device.
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JPH10246025A (en) * 1997-03-07 1998-09-14 Shingiken:Kk Damping mechanism of structure and manufacture thereof
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JP2002089078A (en) * 2000-09-21 2002-03-27 Nihon University Vibration control device for structure and its structure

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JPH10246025A (en) * 1997-03-07 1998-09-14 Shingiken:Kk Damping mechanism of structure and manufacture thereof
JP2000297556A (en) * 1999-04-14 2000-10-24 Daiwa House Ind Co Ltd Vibration control structure
JP2002089078A (en) * 2000-09-21 2002-03-27 Nihon University Vibration control device for structure and its structure

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