JP2007186890A - Reinforcing fitting connection device - Google Patents

Reinforcing fitting connection device Download PDF

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JP2007186890A
JP2007186890A JP2006005458A JP2006005458A JP2007186890A JP 2007186890 A JP2007186890 A JP 2007186890A JP 2006005458 A JP2006005458 A JP 2006005458A JP 2006005458 A JP2006005458 A JP 2006005458A JP 2007186890 A JP2007186890 A JP 2007186890A
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reinforcing
reinforcing metal
connecting device
metal fittings
connection
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JP4846366B2 (en
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Ken Iketani
謙 池谷
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IKEYA KOGYO KK
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IKEYA KOGYO KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcing fitting connection device which is available for use in combination with an existing reinforcing fitting to drastically increase the earthquake resistance of a structural skeleton, usable for connecting between building structural members at locations separate from each other, simple in structure, and low in cost. <P>SOLUTION: The reinforcing fitting connecting device 1 is formed of: two connection plates 53, 55 which each have mounting holes 57 formed in one end thereof, for connecting the reinforcing fitting 3 thereto, and a slot 65 extending in a connecting direction, formed in the other end; an intermediate plate 59 interposed between the two connection plates 53, 55, and having a slot 69 formed at the center thereof; viscoelastic bodies 27 arranged between the connection plates 53, 55 and the intermediate plate 59, respectively; a bolt 61 inserted into the slots 65 formed in the respective two connection plates 53, 55, and the slot 69 formed in the intermediate plate 59, and functioning as a connection shaft connecting between the two connection plates 53, 55 in a manner relatively movable in the connection direction, and a nut 63. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は例えば建築用構造材である柱と梁等の接合部分に取り付けられる補強金具に対して連結される補強金具用連結装置に関するものである。   The present invention relates to a connecting device for reinforcing metal fittings connected to a reinforcing metal fitting attached to a joint portion such as a column and a beam, which is a structural material for construction.

木造住宅等の建物を建築する場合には、土台、あるいは柱や梁等を組み立てて構造躯体を形成する。
直交する2本の建築用構造材の接合部分、例えば柱や梁等の2本の建築用構造材の接合部分には、例えば制震作用を備えた特許文献1に示すような補強用の金物が取り付けられている。
When building a building such as a wooden house, a foundation or a pillar or beam is assembled to form a structural frame.
For example, in Patent Document 1 provided with a vibration control action, a reinforcing hardware is provided at a joint portion between two orthogonal construction structural materials, for example, a joint portion between two construction structural materials such as columns and beams. Is attached.

この補強金具は直交する建築用構造材の一方に連結される第1連結部と、直交する建築用構造材の他方に連結される第2連結部と、これらの第1連結部と第2連結部との間に設けられるバネ部材とを備えている。そして当該バネ部材の撓み変形を利用して地震等による震動を吸収、減衰させて構造躯体にかかる衝撃を弱めるようにしている。
これらの補強金具はそれぞれ単独で建築用構造材の接合部分に設けられており、当該接合部分にかかる震動を接合部分毎に単一の補強金具を使用して吸収するようにしている。
The reinforcing bracket includes a first connecting portion connected to one of the orthogonal building structural materials, a second connecting portion connected to the other of the orthogonal building structural materials, and the first connecting portion and the second connecting portion. And a spring member provided between the two portions. The spring member is bent and deformed to absorb and dampen vibrations caused by earthquakes and the like to weaken the impact on the structural frame.
Each of these reinforcing metal fittings is independently provided at the joint portion of the structural material for building, and the vibration applied to the joint portion is absorbed by using a single reinforcing metal fitting for each joint portion.

しかし、可能な限り補強金具を頑強に構成したとしても単一の補強金具によって耐えられる震動エネルギーの大きさには限界がある。また該補強金具によって連結される建築用構造材間の距離は極めて接近した位置に限られている。   However, even if the reinforcing bracket is constructed as firmly as possible, there is a limit to the magnitude of vibration energy that can be withstood by a single reinforcing bracket. Moreover, the distance between the structural members for construction connected by the reinforcing metal fitting is limited to a very close position.

特開2005−200882号公報Japanese Patent Laid-Open No. 2005-200882

本発明は上記背景技術が抱える問題点の存在を踏まえてなされたものであって、既存の補強金具と組み合わせて使用することによって構造躯体の耐震性を大幅に向上させ、離間した位置にある建築用構造材間の連結にも使用できる補強金具用連結装置を提供することを目的とする。   The present invention was made in light of the existence of the problems of the above-mentioned background art, and by using it in combination with existing reinforcing metal fittings, the seismic resistance of the structural frame is greatly improved, and the building is located at a separated position. An object of the present invention is to provide a connecting device for reinforcing metal fittings that can also be used for connection between structural members.

上記課題を解決するために、請求項1に記載した発明は、建築用構造材の接合部分に取り付けられる補強金具に対して連結される補強金具用連結装置において、当該補強金具用連結装置は一端に補強金具と連結するための取付部を有し、他端に連結方向に延びる長穴が形成された複数の連結部材と、当該複数の連結部材の間に介在され、貫通穴が形成され建築用構造材に連結するための連結部を有する中間部材と、前記連結部材と中間部材との間に設けられる粘弾性体と、前記複数の連結部材の長穴と前記中間部材の貫通穴に対して挿嵌され、複数の連結部材を相対的に移動可能な状態で連結する連結軸体とを備えていることを特徴とする補強金具用連結装置である。   In order to solve the above-mentioned problem, the invention described in claim 1 is a connecting device for reinforcing metal fittings connected to a reinforcing metal fitting attached to a joint portion of a structural material for building. A plurality of connecting members having attachment portions for connecting to the reinforcing metal fittings and having elongated holes formed at the other end extending in the connecting direction, and interposed between the plurality of connecting members to form a through hole. An intermediate member having a connecting portion for connecting to the structural material, a viscoelastic body provided between the connecting member and the intermediate member, a long hole of the plurality of connecting members, and a through hole of the intermediate member And a connecting shaft body for connecting a plurality of connecting members in a relatively movable state.

請求項2に記載した発明は、請求項1に記載した補強金具用連結装置において、中間部材の貫通穴は連結部材の長穴と同じ方向へ延びる長穴であることを特徴とする補強金具用連結装置である。   According to a second aspect of the present invention, in the connecting device for a reinforcing metal fitting according to the first aspect, the through hole of the intermediate member is a long hole extending in the same direction as the long hole of the connecting member. It is a connecting device.

請求項3に記載した発明は、請求項1または2に記載した補強金具用連結装置において、複数の連結部材は長穴が延びる方向と連結軸体を中心とする回転方向とに動作自在であることを特徴とする補強金具用連結装置である。   According to a third aspect of the present invention, in the connecting device for reinforcing metal fittings according to the first or second aspect, the plurality of connecting members are operable in a direction in which the elongated hole extends and a rotational direction about the connecting shaft body. This is a connecting device for reinforcing metal fittings.

請求項4に記載した発明は、請求項1から3のいずれかに記載した補強金具用連結装置において、前記複数の連結部材の各々には粘弾性体を収容するための収容凹部が形成されていることを特徴とする補強金具用連結装置である。   According to a fourth aspect of the present invention, there is provided the reinforcing bracket connecting device according to any one of the first to third aspects, wherein each of the plurality of connecting members is formed with an accommodating recess for accommodating a viscoelastic body. This is a connecting device for reinforcing metal fittings.

請求項5に記載した発明は、請求項1から4のいずれかに記載した補強金具用連結装置において、補強金具は地震時等における震動を吸収する制震金具であることを特徴とする補強金具用連結装置である。   According to a fifth aspect of the present invention, there is provided the reinforcing bracket connecting apparatus according to any one of the first to fourth aspects, wherein the reinforcing bracket is a damping bracket that absorbs vibrations during an earthquake or the like. Connecting device.

本発明の補強金具用連結装置によれば、複数の補強金具を連結させることが可能になるから補強金具の有する震動の吸収、減衰作用が増強されて構造躯体の耐震性が大幅に向上する。また補強金具用連結装置における連結部材に形成された長穴と粘弾性体によって補強金具用連結装置は長穴の範囲で連結方向に伸縮でき、粘弾性体の有する震動吸収作用によって構造躯体の耐震性は更に向上する。
また長尺の補強金具用連結装置を使用すれば、離間した位置に取り付けられている補強金具間の連結も可能になる。
According to the connecting device for reinforcing metal fittings of the present invention, it becomes possible to connect a plurality of reinforcing metal fittings, so that the vibration absorption and damping action of the reinforcing metal fittings is enhanced and the earthquake resistance of the structural frame is greatly improved. In addition, the connecting device for the reinforcing metal fittings can be expanded and contracted in the connecting direction within the range of the long holes by the elongated holes and the viscoelastic body formed in the connecting member for the reinforcing metal fittings. The property is further improved.
In addition, if a long connecting device for reinforcing metal fittings is used, it is possible to connect the reinforcing metal fittings attached at spaced positions.

以下、本発明の補強金具用連結装置を実施するための最良の形態を説明する。
最初に本発明の補強金具用連結装置1の適用対象である補強金具3について説明する。
補強金具3は図示のように柱5、梁7といった建築用構造材の接合部分Aに取り付けられ、地震等による震動を吸収、減衰させて構造躯体9の耐震性を向上させるものである。
補強金具3は前面側に取り付けられる第1連結部11と、後面側に取り付けられる第2連結部13と、雌ネジブロック15及び雌ネジブロック17を介して上記第1連結部11と第2連結部13との間に渡設されているバネ部材19と、上記第1連結部11の前面に取り付けられる取付板21と、取付板21、第1連結部11及び第2連結部13を重ね合わせた状態で一体に固定するボルト23及びナット25と、取付板21と第1連結部11との間及び第2連結部13と第1連結部11との間に介装される粘弾性体27とを有している。
Hereinafter, the best mode for carrying out the coupling device for reinforcing metal fittings of the present invention will be described.
First, the reinforcing metal fitting 3 to which the reinforcing metal coupler connecting apparatus 1 of the present invention is applied will be described.
As shown in the drawing, the reinforcing metal fitting 3 is attached to the joint portion A of the structural material for building such as the column 5 and the beam 7 and absorbs and attenuates the vibration caused by an earthquake or the like to improve the earthquake resistance of the structural housing 9.
The reinforcing metal fitting 3 is connected to the first connecting portion 11 and the second connecting portion 11 via the first connecting portion 11 attached to the front surface side, the second connecting portion 13 attached to the rear surface side, the female screw block 15 and the female screw block 17. The spring member 19 provided between the portion 13 and the mounting plate 21 attached to the front surface of the first connecting portion 11 are overlapped with the mounting plate 21, the first connecting portion 11 and the second connecting portion 13. Bolts 23 and nuts 25 that are fixed together in a closed state, a viscoelastic body 27 interposed between the mounting plate 21 and the first connecting portion 11 and between the second connecting portion 13 and the first connecting portion 11. And have.

第1連結部11は鋼板製の主部29と、この主部29の一部分に重ねられた状態で溶接される補強板31とによって構成されている。
主部29の下端部は直角に折り曲げられて、折り曲げ片33が形成されている。この折り曲げ片33には補強板31が重合され、この補強板31は主部29の下端部の形状に沿うように直角に折り曲げられている。
The first connecting portion 11 includes a steel plate main portion 29 and a reinforcing plate 31 that is welded in a state of being overlapped with a part of the main portion 29.
A lower end portion of the main portion 29 is bent at a right angle to form a bent piece 33. A reinforcing plate 31 is superposed on the bent piece 33, and the reinforcing plate 31 is bent at a right angle so as to follow the shape of the lower end portion of the main portion 29.

折り曲げ片33と補強板31には連続する4つの傾斜穴35が形成されており、これらの傾斜穴35は主部29と補強板31の折り曲げ部の近傍に配置されている。
4つの傾斜穴35は主部29の折り曲げ部分の方向へ傾斜している(図4参照)。
また、折り曲げ片33と補強板31には連続する4つの穴39が形成されている。これらの穴39は傾斜穴35より折り曲げ片33と補強板31の先端部側(図3において手前側)に備えられ、4つの傾斜穴35にそれぞれ隣り合うように配置されている。
主部29の背面(図3において後側の面)には、3つの雌ネジが形成された雌ネジブロック15が固定されて設けられている。
Four inclined holes 35 are formed in the bent piece 33 and the reinforcing plate 31, and these inclined holes 35 are disposed in the vicinity of the main portion 29 and the bent portion of the reinforcing plate 31.
The four inclined holes 35 are inclined toward the bent portion of the main portion 29 (see FIG. 4).
Further, four continuous holes 39 are formed in the bent piece 33 and the reinforcing plate 31. These holes 39 are provided on the bent piece 33 and the front end side (front side in FIG. 3) of the reinforcing plate 31 with respect to the inclined holes 35, and are arranged adjacent to the four inclined holes 35.
A female screw block 15 in which three female screws are formed is fixedly provided on the back surface of the main portion 29 (the rear surface in FIG. 3).

第2連結部13は鋼板製の主部41と、この主部41の一部分に重ねられた状態で溶接された補強板43とによって構成されている。
主部41の右端部は直角に折り曲げられて、折り曲げ片45が形成されている。この折り曲げ片45には補強板43が重合され、この補強板43は主部41の右端部の形状に沿うように直角に折り曲げられている。
The second connecting portion 13 includes a steel plate main portion 41 and a reinforcing plate 43 welded in a state of being overlapped with a part of the main portion 41.
A right end portion of the main portion 41 is bent at a right angle to form a bent piece 45. A reinforcing plate 43 is superposed on the bent piece 45, and the reinforcing plate 43 is bent at a right angle so as to follow the shape of the right end portion of the main portion 41.

折り曲げ片45と補強板43には連続する4つの傾斜穴35が形成されており、これらの傾斜穴35は主部41と補強板43の折り曲げ部の近傍に配置されている。
4つの傾斜穴35は主部41の折り曲げ部分の方向へ傾斜している(図5参照)。
また、折り曲げ片45と補強板43には連続する4つの穴39が形成されている。これらの穴39は傾斜穴35より折り曲げ片45と補強板43の先端部側(図3において手前側)に備えられ、4つの傾斜穴35にそれぞれ隣り合うように配置されている。主部41の背面(図3において後側の面)には、3つの雌ネジが形成された雌ネジブロック17が固定されて設けられている。また主部41には第1連結部11の雌ネジブロック15が入る大きさの開口部47が形成されている。
Four inclined holes 35 are formed in the bent piece 45 and the reinforcing plate 43, and these inclined holes 35 are disposed in the vicinity of the bent portions of the main portion 41 and the reinforcing plate 43.
The four inclined holes 35 are inclined toward the bent portion of the main portion 41 (see FIG. 5).
Also, four continuous holes 39 are formed in the bent piece 45 and the reinforcing plate 43. These holes 39 are provided on the bent piece 45 and the front end side (front side in FIG. 3) of the reinforcing plate 43 with respect to the inclined holes 35, and are arranged adjacent to the four inclined holes 35, respectively. A female screw block 17 in which three female screws are formed is fixed to the back surface of the main portion 41 (the rear surface in FIG. 3). The main portion 41 is formed with an opening 47 large enough to receive the female screw block 15 of the first connecting portion 11.

第1連結部11と第2連結部13とは重ね合わされ、第1連結部11の雌ネジブロック15は開口部47を通って第2連結部13の背面側へ突出している。そして、第1連結部11の雌ネジブロック15と第2連結部13の雌ネジブロック17とには3本の円柱状のバネ部材19が渡設されている。バネ部材19の両端部には雄ネジが形成されており、この雄ネジが雌ネジブロック15と雌ネジブロック17の雌ネジに螺合して、バネ部材19が雌ネジブロック15と雌ネジブロック17に取り付けられている。   The first connecting portion 11 and the second connecting portion 13 are overlapped, and the female screw block 15 of the first connecting portion 11 protrudes through the opening 47 to the back side of the second connecting portion 13. Three columnar spring members 19 are provided between the female screw block 15 of the first connecting portion 11 and the female screw block 17 of the second connecting portion 13. Male screws are formed at both ends of the spring member 19. The male screws are engaged with the female screws of the female screw block 15 and the female screw block 17, so that the spring member 19 is connected to the female screw block 15 and the female screw block. 17 is attached.

第1連結部11の主部29の前面には取付板21が重ね合わされており、取付板21、主部29及び第2連結部13の主部41に3本のボルト23が挿通されている。ボルト23の先端部には主部41の背面から突出しており、この突出部分にナット25が取り付けられて、第1連結部11、第2連結部13及び取付板21が連結されている。また、主部29と主部41との間、主部29と取付板21との間に粘着性と弾性力を有する合成樹脂によって形成される粘弾性体27が介装されている。   A mounting plate 21 is superimposed on the front surface of the main portion 29 of the first connecting portion 11, and three bolts 23 are inserted into the mounting plate 21, the main portion 29, and the main portion 41 of the second connecting portion 13. . The front end of the bolt 23 protrudes from the back surface of the main portion 41, and a nut 25 is attached to the protruding portion to connect the first connecting portion 11, the second connecting portion 13, and the mounting plate 21. Further, a viscoelastic body 27 formed of a synthetic resin having adhesiveness and elastic force is interposed between the main portion 29 and the main portion 41 and between the main portion 29 and the mounting plate 21.

また第1連結部11には、第1連結部11の一部を外方に張り出させることによって形成される連結フラップ49が延長形成されている。この連結フラップ49は矩形平板状の部材で上下方向に一定のピッチを隔てて2個の取付穴51が貫通状態で設けられている。この取付穴51は補強金具用連結装置1の連結板53、55の一端に形成されている取付部としての取付穴57とほぼ同一直径、同一個数及び同一ピッチに設定されている。
図1、図2に示すように2つの補強金具3は、穴39または傾斜穴35に挿通され、柱5または梁7にねじ込まれる木ネジ37によって柱5と梁7の接合部分に跨るように取り付けられる。
The first connecting portion 11 is extended with a connecting flap 49 formed by projecting a part of the first connecting portion 11 outward. The connecting flap 49 is a rectangular flat plate member, and two mounting holes 51 are provided in a penetrating manner with a certain pitch in the vertical direction. The mounting holes 51 are set to have substantially the same diameter, the same number, and the same pitch as the mounting holes 57 as mounting portions formed at one end of the connecting plates 53 and 55 of the reinforcing bracket connecting device 1.
As shown in FIGS. 1 and 2, the two reinforcing metal fittings 3 are inserted into the holes 39 or the inclined holes 35, and straddle the joint portion between the pillar 5 and the beam 7 by the wood screw 37 screwed into the pillar 5 or the beam 7. It is attached.

補強金具用連結装置1は上記した補強金具3同士の連結に使用される。
補強金具用連結装置1は2枚の連結部材としての連結板53、55と、2枚の連結板53、55の間に介在される中間部材としての中間板59と、連結板53と中間板59との間と連結板55と中間板59との間に設けられる粘弾性体27と、2枚の連結板53、55と中間板59とを重ね合わせた状態で連結する連結軸体の一例であるボルト61と、ボルト61の締結手段であるナット63とを備えている。
The reinforcing bracket connecting device 1 is used for connecting the reinforcing brackets 3 described above.
The reinforcing bracket connecting device 1 includes two connecting plates 53 and 55 as connecting members, an intermediate plate 59 as an intermediate member interposed between the two connecting plates 53 and 55, and the connecting plate 53 and the intermediate plate. 59, an example of a connecting shaft that connects the viscoelastic body 27 provided between the connecting plate 55 and the intermediate plate 59, and the two connecting plates 53 and 55 and the intermediate plate 59 in an overlapped state. And a nut 63 that is a fastening means of the bolt 61.

2枚の連結板は共に鋼板製で横に長い矩形平板状の部材であり、図6中手前側に設けられる連結板53と、後部側に設けられる連結板55とによって構成されている。そして連結板53、55の外方の端部には補強金具3と連結するための取付穴57が上下方向に所定ピッチで2個設けられている。
この取付穴57と、前記補強金具3側の連結フラップ49に形成されている取付穴51とにはボルト23が挿嵌され、このボルト23に螺合するナット25を使用して連結板53、55と補強金具3とが連結されている。
Each of the two connecting plates is a rectangular flat plate member made of a steel plate and has a long side, and includes a connecting plate 53 provided on the front side in FIG. 6 and a connecting plate 55 provided on the rear side. Two attachment holes 57 for connecting to the reinforcing metal fitting 3 are provided at the outer ends of the connection plates 53 and 55 at a predetermined pitch in the vertical direction.
Bolts 23 are inserted into the mounting holes 57 and the mounting holes 51 formed in the connection flaps 49 on the reinforcing metal fitting 3 side, and the connection plates 53, 55 and the reinforcing metal fitting 3 are connected.

連結板53、55の内方の端部には連結方向(図2中、左右方向)に延びる長穴65がそれぞれ形成されている。連結板53、55は、これらの長穴65が延びる方向とボルト23を中心とする回転方向とに動作自在となっている。
また2枚の連結板53、55の各々の中央部にはプレス成形加工によって形成される収容凹部67が形成されている。この収容凹部67は粘弾性体27を収容するための凹部であり、正面視ないし背面視が矩形状の浅底の凹部によって構成されている。
Long holes 65 extending in the connecting direction (the left-right direction in FIG. 2) are formed in the inner ends of the connecting plates 53 and 55, respectively. The connection plates 53 and 55 are freely movable in the direction in which the elongated holes 65 extend and in the rotation direction around the bolt 23.
An accommodation recess 67 formed by press molding is formed at the center of each of the two connecting plates 53 and 55. The housing recess 67 is a recess for housing the viscoelastic body 27, and is composed of a shallow recess having a rectangular shape in front view or rear view.

中間板59は鋼板の一端部を直角に曲げて形成されており、平板状の主部60と、この主部60に対し一体に形成された平板状の連結片62とから成る。連結片62には3つの穴64が形成されている。主部60の中心には貫通穴としての長穴69が形成されており、2枚の連結板53、55の長穴65と長穴69に対してボルト61が挿嵌され、ナット63によって2枚の連結板53、55と中間板59とが連結方向に相対移動可能な状態で、しかもボルト61を中心として回動可能に連結されている。
中間板59の連結片62は梁7に当接させられ、穴64に木ネジ37が挿通されて、この木ネジ37が梁7にねじ込まれる。これにより中間板59は梁7に固定させられる。
The intermediate plate 59 is formed by bending one end of a steel plate at a right angle, and includes a flat plate-like main portion 60 and a flat plate-like connecting piece 62 formed integrally with the main portion 60. Three holes 64 are formed in the connecting piece 62. A long hole 69 as a through hole is formed at the center of the main portion 60, and a bolt 61 is inserted into the long hole 65 and the long hole 69 of the two connecting plates 53, 55, The connecting plates 53 and 55 and the intermediate plate 59 are connected so as to be relatively movable in the connecting direction and to be rotatable about the bolt 61.
The connecting piece 62 of the intermediate plate 59 is brought into contact with the beam 7, the wood screw 37 is inserted into the hole 64, and the wood screw 37 is screwed into the beam 7. As a result, the intermediate plate 59 is fixed to the beam 7.

次に本発明の実施の形態に係る補強金具用連結装置1の作動態様について説明する。
地震等によって構造躯体9に震動が伝達されると柱5、梁7が震動し、梁7に連結されている補強金具3における第1連結部11は梁7と同方向に震動し、柱5に連結されている補強金具3における第2連結部13は柱5と同方向に震動する。
Next, the operation | movement aspect of the coupling device 1 for reinforcement metal fittings concerning embodiment of this invention is demonstrated.
When vibration is transmitted to the structural frame 9 due to an earthquake or the like, the column 5 and the beam 7 are vibrated, and the first connecting portion 11 in the reinforcing bracket 3 coupled to the beam 7 is vibrated in the same direction as the beam 7. The second connecting portion 13 in the reinforcing metal fitting 3 connected to is vibrated in the same direction as the column 5.

ここで第1連結部11と第2連結部13との間には前述したようにバネ部材19と粘弾性体27が設けられているから、バネ部材19の撓み変形と粘弾性体27の形状変形によって震動エネルギーは吸収、減衰される。
更に第1連結部11に伝達された震動エネルギーの一部は連結フラップ49を介して連結板53、55に伝達されて、連結板53、55に形成されている長穴65によって長穴65の長さの範囲で2枚の連結板53、55は連結方向に動作し、或いはボルト61を中心として回動する。この動作の際に粘弾性体27が震動を吸収、減衰して、これにより補強金具3単体では得ることができない極めて高い制震効果を発揮する。
Here, since the spring member 19 and the viscoelastic body 27 are provided between the first connecting portion 11 and the second connecting portion 13 as described above, the bending deformation of the spring member 19 and the shape of the viscoelastic body 27 are provided. The vibration energy is absorbed and attenuated by the deformation.
Further, part of the vibration energy transmitted to the first connecting portion 11 is transmitted to the connecting plates 53 and 55 via the connecting flap 49, and the elongated holes 65 formed in the connecting plates 53 and 55 form the elongated holes 65. The two connecting plates 53 and 55 operate in the connecting direction or rotate around the bolt 61 within the range of the length. During this operation, the viscoelastic body 27 absorbs and attenuates the vibration, thereby exhibiting an extremely high vibration control effect that cannot be obtained by the reinforcing metal fitting 3 alone.

以上、本発明を実施するための最良の形態として図示の実施の形態を例に採って詳述してきたが、本発明の具体的構成は図示の実施の形態に限定されるものではなく、本発明の要旨から外れない範囲での設計変更等があっても本発明に含まれる。
例えば、上記実施の形態では、補強金具として所謂制震金具を示したが、本発明はこれに限定されず制震機能を有しないタイプの補強金具に適用することも可能である。
上記実施の形態では、連結板53、55及び中間板59を板状の部材としたが、本発明はこれに限定される角柱状や丸棒状等の他の形状であってもよいのは勿論である。
As described above, the illustrated embodiment has been described in detail as the best mode for carrying out the present invention, but the specific configuration of the present invention is not limited to the illustrated embodiment. Design changes and the like within a range not departing from the gist of the invention are also included in the present invention.
For example, in the above-described embodiment, a so-called damping metal fitting is shown as the reinforcing metal fitting, but the present invention is not limited to this and can be applied to a reinforcing metal fitting of a type that does not have a vibration control function.
In the above embodiment, the connecting plates 53 and 55 and the intermediate plate 59 are plate-shaped members. However, the present invention may of course have other shapes such as a prismatic shape or a round bar shape, which are limited thereto. It is.

実施の形態では補強金具3の第1連結部11に対して連結フラップ49を形成して第1連結部11と連結板53、55とを連結するようにしたが、補強金具3の第2連結部13に対して連結フラップ49を形成して第2連結部13と連結板53、55とを連結するようにすることも可能である。
また第1連結部11と第2連結部13の双方に連結フラップ49を形成してこれらの双方に連結板53、55を連結することも可能であるし、連結板の数を増やして単一の補強金具用連結装置1を使用して3つ以上の補強金具3と同時に連結できるように構成することも可能である。
In the embodiment, the connection flap 49 is formed with respect to the first connection part 11 of the reinforcing metal fitting 3 to connect the first connection part 11 and the connection plates 53, 55. It is also possible to connect the second connecting part 13 and the connecting plates 53, 55 by forming a connecting flap 49 with respect to the part 13.
It is also possible to form the connection flaps 49 in both the first connection part 11 and the second connection part 13 and connect the connection plates 53 and 55 to both of them. It is also possible to use the connecting device 1 for reinforcing metal fittings so that three or more reinforcing metal fittings 3 can be connected simultaneously.

本発明は例えば柱と梁の接合部分に取り付けられ、地震等による震動を吸収、分散させて減衰させる補強金具に対して連結される補強金具用連結装置の製造、使用分野等で利用可能性を有する。   For example, the present invention is applicable to the manufacture and use field of a reinforcing bracket connecting device connected to a reinforcing bracket that is attached to a joint between a column and a beam and absorbs, disperses, and attenuates vibration caused by an earthquake or the like. Have.

本発明の実施の形態に係る補強金具用連結装置を適用した構造躯体の一部を示す斜視図である。It is a perspective view which shows a part of structure housing to which the coupling apparatus for reinforcement metal fittings concerning embodiment of this invention is applied. 本発明の実施の形態に係る補強金具用連結装置を適用した構造躯体の一部を示す正面図である。It is a front view which shows a part of structure housing to which the coupling apparatus for reinforcement metal fittings concerning embodiment of this invention is applied. 本発明の実施の形態に係る補強金具用連結装置の適用対象である補強金具を示す斜視図である。It is a perspective view which shows the reinforcement metal fitting which is the application object of the connection apparatus for reinforcement metal fittings concerning embodiment of this invention. 本発明の実施の形態に係る補強金具用連結装置の適用対象である補強金具を示す図3中のA−A断面図(a)と、部分拡大図(b)(c)である。They are the AA sectional view (a) in Drawing 3, and the partial enlarged views (b) and (c) which show the reinforcing metal fitting which is the application object of the connecting device for reinforcing metal fittings concerning an embodiment of the invention. 本発明の実施の形態に係る補強金具用連結装置の適用対象である補強金具を示す図3中のB−B断面図(a)と、部分拡大図(b)(c)である。They are the BB sectional drawing (a) in Drawing 3, and the partial enlarged views (b) and (c) which show the reinforcement metal fitting which is the application object of the connecting device for reinforcement metal fittings concerning an embodiment of the invention. 本発明の実施の形態に係る補強金具用連結装置を示す分解斜視図である。It is a disassembled perspective view which shows the connection apparatus for reinforcement metal fittings concerning embodiment of this invention. 本発明の実施の形態に係る補強金具用連結装置を示す図2中のC−C断面図である。It is CC sectional drawing in FIG. 2 which shows the coupling apparatus for reinforcement metal fittings concerning embodiment of this invention. 本発明の実施の形態に係る補強金具用連結装置を示す平面図である。It is a top view which shows the connection apparatus for reinforcement metal fittings concerning embodiment of this invention.

符号の説明Explanation of symbols

1 補強金具用連結装置 3 補強金具 5 柱
7 梁 9 構造躯体 11 第1連結部
13 第2連結部 15 雌ネジブロック 17 雌ネジブロック
19 バネ部材 21 取付板 23 ボルト
25 ナット 27 粘弾性体 29 主部
31 補強板 33 折り曲げ片 35 傾斜穴
37 木ネジ 39 穴 41 主部 43 補強板
45 折り曲げ片 47 開口部 49 連結フラップ
51 取付穴 53 連結板 55 連結板
57 取付穴 59 中間板 60 主部
62 連結片 64 穴 61 ボルト
63 ナット 65 長穴 67 収容凹部
69 長穴 A 接合部分
DESCRIPTION OF SYMBOLS 1 Connection apparatus for reinforcement metal fittings 3 Reinforcement metal fittings 5 Column 7 Beam 9 Structure housing 11 1st connection part 13 2nd connection part 15 Female thread block 17 Female thread block 19 Spring member 21 Mounting plate 23 Bolt 25 Nut 27 Viscoelastic body 29 Main Part 31 Reinforcing plate 33 Bending piece 35 Inclined hole 37 Wood screw 39 Hole 41 Main part 43 Reinforcing plate 45 Bending piece 47 Opening 49 Connecting flap 51 Mounting hole 53 Connecting plate 55 Connecting plate 57 Mounting hole 59 Intermediate plate 60 Main part 62 Connecting Piece 64 hole 61 bolt 63 nut 65 long hole 67 accommodation recess 69 long hole A joint part

Claims (5)

建築用構造材の接合部分に取り付けられる補強金具に対して連結される補強金具用連結装置において、当該補強金具用連結装置は一端に補強金具と連結するための取付部を有し、他端に連結方向に延びる長穴が形成された複数の連結部材と、当該複数の連結部材の間に介在され、貫通穴が形成され建築用構造材に連結するための連結部を有する中間部材と、前記連結部材と中間部材との間に設けられる粘弾性体と、前記複数の連結部材の長穴と前記中間部材の貫通穴に対して挿嵌され、複数の連結部材を相対的に移動可能な状態で連結する連結軸体とを備えていることを特徴とする補強金具用連結装置。   In the reinforcing bracket connecting device to be connected to the reinforcing bracket attached to the joint portion of the structural material for building, the reinforcing bracket connecting device has an attaching portion for connecting with the reinforcing bracket at one end and at the other end. A plurality of connecting members formed with elongated holes extending in the connecting direction; an intermediate member interposed between the plurality of connecting members; a through hole is formed and has a connecting portion for connecting to a building structural material; A viscoelastic body provided between the connecting member and the intermediate member, and inserted into the elongated holes of the plurality of connecting members and the through holes of the intermediate member, and the plurality of connecting members are relatively movable A connecting device for a reinforcing metal fitting, comprising: a connecting shaft body connected at 請求項1に記載した補強金具用連結装置において、中間部材の貫通穴は連結部材の長穴と同じ方向へ延びる長穴であることを特徴とする補強金具用連結装置。   The connecting device for reinforcing metal fittings according to claim 1, wherein the through hole of the intermediate member is a long hole extending in the same direction as the long hole of the connecting member. 請求項1または2に記載した補強金具用連結装置において、複数の連結部材は長穴が延びる方向と連結軸体を中心とする回転方向とに動作自在であることを特徴とする補強金具用連結装置。   3. The reinforcing bracket connecting device according to claim 1 or 2, wherein the plurality of connecting members are movable in a direction in which the elongated hole extends and a rotational direction about the connecting shaft body. apparatus. 請求項1から3のいずれかに記載した補強金具用連結装置において、前記複数の連結部材の各々には粘弾性体を収容するための収容凹部が形成されていることを特徴とする補強金具用連結装置。   4. The reinforcing metal coupling device according to claim 1, wherein an accommodation recess for accommodating a viscoelastic body is formed in each of the plurality of coupling members. Connecting device. 請求項1から4のいずれかに記載した補強金具用連結装置において、補強金具は地震時等における震動を吸収する制震金具であることを特徴とする補強金具用連結装置。
5. The connecting device for reinforcing metal fittings according to claim 1, wherein the reinforcing metal fitting is a vibration control metal fitting that absorbs vibration during an earthquake or the like.
JP2006005458A 2006-01-13 2006-01-13 Reinforcing bracket connection device Expired - Fee Related JP4846366B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010007232A (en) * 2008-06-24 2010-01-14 Ikeya Kogyo Kk Vibration-control fitting
KR102043566B1 (en) * 2018-10-11 2019-11-11 금성볼트공업 주식회사 Building support bracket

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0649924A (en) * 1992-07-31 1994-02-22 Mitsui Constr Co Ltd Viscoelastic damper
JP2000110399A (en) * 1998-10-07 2000-04-18 Arai Gumi Ltd Earthquake resistant construction of building for detached house
JP2000352218A (en) * 1999-06-14 2000-12-19 Sumitomo Forestry Co Ltd Earthquake resistant structure of wooden building
JP2001182361A (en) * 1999-12-24 2001-07-06 Toyo Tire & Rubber Co Ltd Damper for building and vibration control construction for building using the same
JP2005030004A (en) * 2003-07-09 2005-02-03 Koichi Takahashi Woody reinforcing structural member and reinforcing structure for building
JP2005133443A (en) * 2003-10-31 2005-05-26 Jfe Steel Kk Compound damper and column-beam structure
JP2005200882A (en) * 2004-01-14 2005-07-28 Ikeya Kogyo Kk Vibration-control fitting

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0649924A (en) * 1992-07-31 1994-02-22 Mitsui Constr Co Ltd Viscoelastic damper
JP2000110399A (en) * 1998-10-07 2000-04-18 Arai Gumi Ltd Earthquake resistant construction of building for detached house
JP2000352218A (en) * 1999-06-14 2000-12-19 Sumitomo Forestry Co Ltd Earthquake resistant structure of wooden building
JP2001182361A (en) * 1999-12-24 2001-07-06 Toyo Tire & Rubber Co Ltd Damper for building and vibration control construction for building using the same
JP2005030004A (en) * 2003-07-09 2005-02-03 Koichi Takahashi Woody reinforcing structural member and reinforcing structure for building
JP2005133443A (en) * 2003-10-31 2005-05-26 Jfe Steel Kk Compound damper and column-beam structure
JP2005200882A (en) * 2004-01-14 2005-07-28 Ikeya Kogyo Kk Vibration-control fitting

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010007232A (en) * 2008-06-24 2010-01-14 Ikeya Kogyo Kk Vibration-control fitting
KR102043566B1 (en) * 2018-10-11 2019-11-11 금성볼트공업 주식회사 Building support bracket

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