JP5251933B2 - Buildings with joint hardware - Google Patents

Buildings with joint hardware Download PDF

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JP5251933B2
JP5251933B2 JP2010160391A JP2010160391A JP5251933B2 JP 5251933 B2 JP5251933 B2 JP 5251933B2 JP 2010160391 A JP2010160391 A JP 2010160391A JP 2010160391 A JP2010160391 A JP 2010160391A JP 5251933 B2 JP5251933 B2 JP 5251933B2
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connecting portion
pair
steel material
damping
building
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良道 河合
浩史 田中
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Nippon Steel Corp
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Description

本発明は、接合金物を有する建築物に関し、詳しくは、対象物間の相対変位に伴って減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物に関する。   The present invention relates to a building having a metal joint, and more particularly, to a building having a metal joint that exhibits a damping effect by yielding of a damping member with relative displacement between objects.

従来、ツーバイフォー構造や木質壁パネル構造、薄板軽量形鋼造などの枠組壁工法建築物において、木材や形鋼からなる枠組材に面材を固定した耐力壁が一般的に用いられている。そして、枠組壁工法建築物では、地震や風等により建築物に作用する水平力（外力）に対し、耐力壁の面材がせん断力として水平力を負担することで、建物全体としての水平耐力が確保されるようになっている。
ところで、耐力壁を用いた建築物では一般的に、最下層（１階）の耐力壁の壁脚部がホールダウン金物等を介して基礎のアンカーボルトに連結されており、水平力を負担した耐力壁がロッキングした際に、ホールダウン金物やアンカーボルトが破損しないように設計されている。すなわち、ホールダウン金物やアンカーボルトが破損してしまうと、ロッキングにより耐力壁が回転してしまって所定の水平力が負担できなくなり、建物全体としての水平耐力が低下するという不具合が生じてしまう。また逆に、耐力壁は比較的高い水平耐力が確保できるものの、水平剛性も高くなることから、地震による入力エネルギーが大きくなってしまい、より高い水平耐力が必要になるというデメリットもある。 2. Description of the Related Art Conventionally, in a frame wall construction method such as a two-by-four structure, a wooden wall panel structure, and a thin and light-weight steel structure, a load bearing wall in which a face material is fixed to a frame material made of wood or shape steel is generally used. And in framed wall construction buildings, the horizontal strength of the building as a whole is borne by the bearing material of the load bearing wall bearing the horizontal force as a shearing force against the horizontal force (external force) acting on the building due to earthquakes and winds. Is to be secured.
By the way, in a building using a load bearing wall, the wall legs of the load bearing wall in the lowermost layer (first floor) are generally connected to the anchor bolts of the foundation via hole-down hardware and bear the horizontal force. It is designed so that the hole-down hardware and anchor bolt are not damaged when the bearing wall is locked. That is, if the hole-down hardware or the anchor bolt is damaged, the load bearing wall rotates due to locking, and a predetermined horizontal force cannot be borne, resulting in a problem that the horizontal strength of the entire building is lowered. On the other hand, the bearing wall can secure a relatively high horizontal strength, but also has a disadvantage that the horizontal rigidity becomes high, so that the input energy due to the earthquake becomes large and a higher horizontal strength is required.

一方、耐力壁ではなく柱の柱脚部において、基礎（ベースプレート）と柱脚との間に曲げパネルやせん断パネルを設置し、入力エネルギーの低減を図った柱脚部の制震構造が提案されている（例えば、特許文献１参照）。
特許文献１に記載された制震構造では、曲げパネルやせん断パネルの一方側が溶接等によって柱脚部に接合され、他方側が取付プレート（支持プレート）を介してベースプレートに接合されている。そして、地震等により柱が浮き上がる方向の引張り力が作用した際に、曲げパネルが曲げ降伏したりせん断パネルがせん断降伏したりすることで、引張り力を吸収するように構成されている。 On the other hand, a seismic structure for the column base that reduces the input energy by installing a bending panel or shear panel between the foundation (base plate) and the column base at the column base instead of the bearing wall has been proposed. (For example, refer to Patent Document 1).
In the vibration control structure described in Patent Document 1, one side of a bending panel or a shear panel is joined to a column base by welding or the like, and the other side is joined to a base plate via a mounting plate (support plate). When the tensile force in the direction in which the column is lifted due to an earthquake or the like is applied, the bending panel is bent and yielded or the shearing panel is sheared and yielded, so that the tensile force is absorbed.

特開２００４−９２０９６号公報JP 2004-92096 A

しかしながら、前記特許文献１に記載の制震構造では、曲げパネルやせん断パネルを介して柱がベースプレートに連結され、柱とベースプレートとは接合されていないため、柱を立設する際の施工精度が確保しにくく、施工手間も増大してしまう。さらに、曲げパネルやせん断パネルを柱脚部に直接接合しているため、これらのパネルを地震後に取り換えたり、より高性能のものに交換したりなどができず、メンテナンス性が劣るという問題もある。また、特許文献１に記載の制震構造では、柱脚部の周辺に曲げパネルやせん断パネルを配置するための広いスペースが必要となるため、枠組壁工法建築物における耐力壁の壁脚部に利用することが困難である。さらに、耐力壁の壁脚部に利用したとして、壁脚部の片側に特許文献１のようなパネルを接合すると、壁脚部にパネルからの反力が作用してしまうため、壁脚部が破損したり壁脚部の補強が必要になるなど、耐震性能の低下やコスト増加の原因ともなる。   However, in the vibration control structure described in Patent Document 1, since the column is connected to the base plate via a bending panel or a shear panel, and the column and the base plate are not joined, the construction accuracy when the column is erected is high. It is difficult to secure, and the construction labor will increase. In addition, since bent panels and shear panels are joined directly to the column base, these panels cannot be replaced after an earthquake or replaced with higher performance ones, resulting in poor maintenance. . In addition, in the vibration control structure described in Patent Document 1, a large space is required for arranging bent panels and shear panels around the column base, so that the wall base of the load-bearing wall in the frame wall construction method It is difficult to use. Furthermore, since it used for the wall leg part of a load bearing wall, when a panel like patent document 1 is joined to one side of a wall leg part, since the reaction force from a panel will act on a wall leg part, It may cause damage and / or cost increase due to damage and / or reinforcement of wall legs.

本発明の目的は、地震等のエネルギーを効果的に吸収できる接合金物を有する建築物を提供することにある。   An object of the present invention is to provide a building having a metal joint that can effectively absorb energy such as an earthquake.

本発明の接合金物を有する建築物は、
（１）建物基礎上に設置される柱における柱脚部に取り付けられるとともに、当該柱のロッキングまたは浮き上りによって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、前記接合金物は、前記建物基礎に固定されて上方に延びるアンカー部材に連結される第１連結部と、前記柱に連結される第２連結部と、前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで対称位置に設けられ、前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、
前記ダンパー用鋼板は、前記筒状鋼材の周面に対して径方向に延びて接合され、前記一
対または一組の連結用鋼板の各々と前記筒状鋼材との間に１枚ずつのダンパー用鋼板が配
置され、前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ第１補強用鋼材および第２補強用鋼材で連結され、
前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナトを介して固定され、前記柱がロッキングした際に、当該柱脚部と一体移動する前記連結用鋼板と、前記アンカー部材で移動が拘束された前記筒状鋼材との相対変位に伴って前記ダンパー用鋼板が変形して降伏し、このダンパー用鋼板の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物である。
（２）又、建物基礎上に設置される柱における柱脚部に取り付けられるとともに、当該柱のロッキングまたは浮き上りによって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、前記接合金物は、前記建物基礎に固定されて上方に延びるアンカー部材に連結される第１連結部と、前記柱に連結される第２連結部と、前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで対称位置に設けられ、前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、前記ダンパー用鋼板は、前記筒状鋼材の周面に沿って接線方向に延びて接合され、前記一対または一組の連結用鋼板の各々と前記筒状鋼材との間に２枚ずつのダンパー用鋼板が配置され、前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ第１補強用鋼材および第２補強用鋼材で連結され、前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナットを介して固定され、前記柱がロッキングした際に、当該柱脚部と一体移動する前記連結用鋼板と、前記アンカー部材で移動が拘束された前記筒状鋼材との相対変位に伴って前記ダンパー用鋼板が変形して降伏し、このダンパー用鋼板の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物でもよい。
（３）又、建物基礎上に設置される柱における柱脚部に取り付けられるとともに、当該柱のロッキングまたは浮き上りによって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、前記接合金物は、前記建築基礎に固定されて上下に伸びるアンカー部材に連結される第1連結部と、前記柱に連結される第2連結部と、前記第1連結部と第2連結部とにわたって接合される減衰部材とを備え、第1連結部（アンカー連結部）は、２枚のダンパー用鋼板の上端縁同士および下端縁同士をそれぞれ連結する、上下一対で設けられた上端縁連結部材および下端縁連結部材からなり、前記上端縁連結部材および下端縁連結部材は、アンカー部材を挿通するための挿通孔を備え、前記減衰部材は、断面略コ字形に形成され、前後一対で互いに対向して略平行に伸びる２枚のダンパー用鋼板からなり、前記第2連結部（壁連結部）は、前記ダンパー用鋼板の両端部が折り曲げられ形成された固定片部と、前記上端縁連結部材および下端縁連結部材の左右両端部が折り曲げられ形成された固定片部とからなり、これらの両固定片部は、柱脚のフランジにボルト接合され、前記アンカー部材は、前記上端縁連結部材および下端縁連結部材にそれぞれナットを介して固定され、前記柱がロッキングした際に、当該柱脚と一体移動する前記第2連結部と、前記アンカー部材で移動が拘束された第1連結部（アンカー連結部）との相対変位にともなって、前記ダンパー用鋼板が変形して降伏し、このダンパー用鋼板の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物でもよい。 The building having the joint hardware of the present invention is
(1) A building having a joint hardware that is attached to a column base portion of a column installed on a building foundation and exhibits a damping effect by yielding a damping effect by yielding of a damping member due to rocking or floating of the column. The metal joint is fixed to the building foundation and connected to an anchor member extending upward, a second connecting part connected to the pillar, the first connecting part, and the second connecting part. And the first connecting part is made of a cylindrical steel material into which the anchor member can be inserted, and the second connecting part is opposed to each other across the first connecting part. A pair or a set of connecting steel plates, the pair or a set of connecting steel plates are provided symmetrically with the anchor member in between, and the damping member is relative to the axis of the anchor member Pair of lines Together is arranged, it consists of a damper steel plate for connecting the tubular steel and the pair or set connecting steel,
The damper steel plate extends in the radial direction and is joined to the circumferential surface of the tubular steel material,
One damper steel plate is arranged between each pair or set of connecting steel plates and the tubular steel material.
One end of the pair or one set of connecting steel plates and the other end are connected with the first reinforcing steel material and the second reinforcing steel material, respectively,
The anchor member is inserted into the tubular steel material is fixed via the respective isocyanatomethyl at both ends of the tubular steel material, when the pillar is rockin grayed, for the connection to be moved integrally with the column base part The damper steel plate deforms and yields with relative displacement between the steel plate and the cylindrical steel material whose movement is restricted by the anchor member, and exhibits a damping effect by the yield of the damper steel plate. It is a building that has joint hardware to be used.
(2) In addition, it is a building having a joint hardware that is attached to a column base part of a column installed on a building foundation and exhibits a damping effect by yielding a damping member due to rocking or floating of the column. The joint hardware is fixed to the building foundation and connected to an anchor member extending upward, a second connection part connected to the pillar, the first connection part, and the second connection. And a damping member joined across the first portion, the first connecting portion is made of a cylindrical steel material through which the anchor member can be inserted, and the second connecting portion sandwiches the first connecting portion. The pair of or a pair of connecting steel plates are opposed to each other, and the pair or one set of connecting steel plates are provided at symmetrical positions with the anchor member interposed therebetween, and the damping member is disposed on the axis of the anchor member. For short Together are arranged symmetrically, the pair or consists of damper steel plate for coupling the said tubular steel material pair connecting steel sheet, the damper steel plate is tangentially along the circumferential surface of the cylindrical steel And two damper steel plates are arranged between each of the pair or set of connecting steel plates and the tubular steel material, and one end of the pair or set of connecting steel plates The parts and the other ends are connected by a first reinforcing steel material and a second reinforcing steel material, respectively, and the anchor member inserted through the cylindrical steel material has nuts at both ends of the cylindrical steel material, respectively. through is fixed, when the pillar is rockin grayed, the with the relative displacement of said connecting steel plate which moves together with the pillar leg, and the cylindrical steel movement is constrained by the anchor member later damper steel plate is deformed And it may be in the building with joining hardware, characterized in that to exert a damping effect by the breakdown of the damper steel plate.
(3) In addition, it is a building having a joint hardware that is attached to a column base part of a column installed on a building foundation and exhibits a damping effect by yielding a damping member due to rocking or floating of the column. The metal fitting is fixed to the building foundation and connected to an anchor member extending vertically, a second connection part connected to the pillar, the first connection part, and a second connection part. And a first connecting portion (anchor connecting portion) that connects the upper end edges and the lower end edges of the two steel plates for the damper, respectively, and is provided with a pair of upper and lower edges. Each of the upper end edge connecting member and the lower end edge connecting member includes an insertion hole through which the anchor member is inserted. The second connecting portion (wall connecting portion) is composed of two damper steel plates extending in parallel and facing each other. The second connecting portion (wall connecting portion) is formed by bending both ends of the damper steel plate and the upper edge connection. The left and right ends of the member and the lower edge connecting member are formed by bending the fixed pieces, and both the fixed pieces are bolted to the flange of the column base, and the anchor member is connected to the upper edge connecting member. And a second connecting portion that is fixed to the lower end edge connecting member via a nut and that moves together with the column base when the column is locked, and a first connecting portion in which movement is restricted by the anchor member ( The damper steel plate may be deformed and yielded in accordance with relative displacement with the anchor connecting portion), and a building having a joining metal piece characterized by exhibiting a damping effect due to the yield of the damper steel plate. Yes.

以上の接合金物を有する建築物によれば、柱や建物基礎に特別な加工を施したり他の部品等を設けたりしなくても、接合金物を設置することができる。そして、減衰部材自体を直接接合する必要がないため、接合金物の設置作業が容易にできて、施工性を向上させることができるとともに、地震後の点検や交換などのメンテナンス性を向上させることができる。   According to the building having the above-described joint hardware, the joint hardware can be installed without performing special processing on the pillar or the building foundation or providing other parts. And since it is not necessary to directly join the damping member itself, the installation work of the joint hardware can be facilitated, the workability can be improved, and the maintainability such as inspection and replacement after the earthquake can be improved. it can.

又、本発明の接合金物を有する建築物は、
（４）建物の柱梁接合部における梁端部に取り付けられるとともに、当該梁の曲げによる上フランジおよび下フランジの少なくともいずれか一方の伸縮によって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、前記接合金物は、前記柱または柱を挟んで対向した梁端部に固定されたアンカー部材に連結される第１連結部と、前記梁端部に連結される第２連結部と、前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで対称位置に設けられ、前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、前記ダンパー用鋼板は、前記筒状鋼材の周面に対して径方向に延びて接合され、前記一対または一組の連結用鋼板の各々と前記筒状鋼材との間に１枚ずつのダンパー用鋼板が配置され、前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ第１補強用鋼材および第２補強用鋼材で連結され、前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナットを介して固定され、前記梁が曲げ変形した際に、当該梁の上フランジまたは下フランジと一体移動する前記第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴って前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物でもよい。
（５）又、建物の柱梁接合部における梁端部に取り付けられるとともに、当該梁の曲げによる上フランジおよび下フランジの少なくともいずれか一方の伸縮によって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、前記接合金物は、前記柱または柱を挟んで対向した梁端部に固定されたアンカー部材に連結される第１連結部と、前記梁端部に連結される第２連結部と、前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで対称位置に設けられ、前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、前記ダンパー用鋼板は、前記筒状鋼材の周面に沿って接線方向に延びて接合され、前記一対または一組の連結用鋼板の各々と前記筒状鋼材との間に２枚ずつのダンパー用鋼板が配置され、前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ第１補強用鋼材および第２補強用鋼材で連結され、前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナットを介して固定され、前記梁が曲げ変形した際に、当該梁の上フランジまたは下フランジと一体移動する前記第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴って前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物でもよい。
（６）又、建物の柱梁接合部における梁端部に取り付けられるとともに、当該梁の曲げによる上フランジおよび下フランジの少なくともいずれか一方の伸縮によって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、前記接合金物は、前記柱または柱を挟んで対向した梁端部に固定されたアンカー部材に連結される第1連結部と、前記梁端部に連結される第2連結部と、前記第1連結部と第2連結部とにわたって接合される減衰部材とを備え、第1連結部（アンカー連結部）は、２枚のダンパー用鋼板の上端縁同士および下端縁同士をそれぞれ連結する、上下一対で設けられた上端縁連結部材および下端縁連結部材からなり、前記上端縁連結部材および下端縁連結部材は、アンカー部材を挿通するための挿通孔を備え、前記減衰部材は、断面略コ字形に形成され、前後一対で互いに対向して略平行に伸びる２枚のダンパー用鋼板からなり、前記第2連結部（壁連結部）は、前記ダンパー用鋼板の両端部が折り曲げられ形成された固定片部と、前記上端縁連結部材および下端縁連結部材の左右両端部が折り曲げられ形成された固定片部とからなり、これらの両固定片部は、梁端部のフランジにボルト接合され、前記アンカー部材は、前記上端縁連結部材および下端縁連結部材にそれぞれナットを介して固定され、前記梁が曲げ変形した際に、当該梁の上フランジまたは下フランジと一体移動する前記第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴って前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物でもよい。 In addition, the building having the joint hardware of the present invention is
(4) A metal fitting that is attached to a beam end portion of a beam-column joint of a building and that exhibits a damping effect by yielding a damping member due to expansion and contraction of at least one of an upper flange and a lower flange caused by bending of the beam. A first connecting portion connected to an anchor member fixed to an end of a beam facing the column or the column, and a second connected to the end of the beam. A damping portion joined across the connecting portion and the first connecting portion and the second connecting portion, the first connecting portion is made of a cylindrical steel material that can be inserted through the anchor member; The second connecting portion is composed of a pair or a pair of connecting steel plates facing each other with the first connecting portion interposed therebetween, and the pair or the pair of connecting steel plates are in a symmetrical position with the anchor member interposed therebetween. Provided, before Damping member, said while being arranged substantially symmetrical with respect to the axis of the anchor member is formed of a damper steel plate for connecting the tubular steel and the pair or set connecting steel, steel sheet for the damper Is joined to the circumferential surface of the cylindrical steel material extending in the radial direction, and one damper steel plate is disposed between each of the pair or one set of connecting steel plates and the cylindrical steel material. The one end and the other end of the pair or one set of connecting steel plates are connected by a first reinforcing steel material and a second reinforcing steel material, respectively, and the anchor inserted through the tubular steel material The members are fixed to both ends of the tubular steel material via nuts, and when the beam is bent and deformed, the second connecting portion moves integrally with the upper flange or the lower flange of the beam, and the anchor member The movement is restricted by The damping member in accordance with the relative displacement between the first connecting portion is surrendered by deformation, it may be a building having a bonding hardware, characterized in that to exert a damping effect by the breakdown of the damping member.
(5) Also, a joint that is attached to a beam end of a column beam joint of a building and that exhibits a damping effect by yielding a damping member due to expansion and contraction of at least one of an upper flange and a lower flange caused by bending of the beam. A building having a hardware, wherein the joint hardware is connected to the first end connected to an anchor member fixed to the column or the beam end facing each other across the column, and the beam end. A second connecting portion; and a damping member joined across the first connecting portion and the second connecting portion, wherein the first connecting portion is made of a cylindrical steel material into which the anchor member can be inserted. The second connecting portion is composed of a pair or a pair of connecting steel plates facing each other with the first connecting portion interposed therebetween, and the pair or the pair of connecting steel plates are symmetrical with the anchor member interposed therebetween. Provided in position The damping member, the while being arranged substantially symmetrical with respect to the axis of the anchor member is formed of a damper steel plate for connecting the tubular steel and the pair or set connecting steel sheets, for the damper The steel plates are joined in a tangential direction along the circumferential surface of the cylindrical steel material, and two damper steel plates are arranged between each of the pair or one set of connecting steel plates and the cylindrical steel material. The one end portions and the other end portions of the pair or one set of connecting steel plates are respectively connected by a first reinforcing steel material and a second reinforcing steel material, and inserted through the tubular steel material. The anchor member is fixed to both ends of the cylindrical steel material via nuts, and when the beam is bent and deformed, the second connecting portion moves integrally with the upper flange or the lower flange of the beam, and the anchor Move by member The damping member is surrendered deformed with the relative displacement of the beam has been the first connecting portion may be a building having a bonding hardware, characterized in that to exert a damping effect by the breakdown of the damping member.
(6) Also, a joint that is attached to a beam end portion of a column beam joint of a building and that exhibits a damping effect by yielding a damping member due to expansion and contraction of at least one of an upper flange and a lower flange caused by bending of the beam. A building having a hardware, wherein the joint hardware is connected to the pillar or the anchor member fixed to the beam end facing each other across the pillar, and to the beam end. A second connecting portion; and a damping member joined across the first connecting portion and the second connecting portion, wherein the first connecting portion (anchor connecting portion) includes upper and lower edges of two damper steel plates. The upper edge connecting member and the lower edge connecting member provided in a pair of upper and lower ends that connect the edges respectively, the upper edge connecting member and the lower edge connecting member include an insertion hole for inserting an anchor member, The attenuating member is formed of two damper steel plates that are formed in a substantially U-shaped cross section and extend in parallel with each other in a pair of front and rear, and the second connecting portion (wall connecting portion) is provided at both ends of the damper steel plate. A fixed piece portion formed by bending a portion, and fixed piece portions formed by bending the left and right end portions of the upper end edge connecting member and the lower end edge connecting member. The anchor member is fixed to the upper edge connecting member and the lower edge connecting member via nuts, and when the beam is bent and deformed, it is integrated with the upper flange or the lower flange of the beam. The damping member deforms and yields in accordance with the relative displacement between the moving second coupling part and the first coupling part whose movement is restricted by the anchor member, and the damping effect is exhibited by the yielding of the damping member. It may be a building having a bonding hardware characterized by Rukoto.

このような接合金物を有する建築物によれば、梁端部に特別な加工を施したり他の部品等を設けたりしなくても、接合金物を設置することができる。そして、減衰部材自体を直接接合する必要がないため、接合金物の設置作業が容易にできて、施工性を向上させることができるとともに、地震後の点検や交換などのメンテナンス性を向上させることができる。   According to the building having such a joint hardware, it is possible to install the joint hardware without performing special processing on the beam end portion or providing other parts. And since it is not necessary to directly join the damping member itself, the installation work of the joint hardware can be facilitated, the workability can be improved, and the maintainability such as inspection and replacement after the earthquake can be improved. it can.

又、本発明の接合金物を有する建築物は、
（７）建物のブレースを分割したブレース接合部に取り付けられるとともに、当該ブレースの伸縮によって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、前記接合金物は、前記分割されたブレース接合部の一方に連結される第２連結部と、前記分割されたブレース接合部の残る一方に固定されたアンカー部材に連結される第連結部と、前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで対称位置に設けられ、
前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、前記ダンパー用鋼板は、前記筒状鋼材の周面に対して径方向に延びて接合され、前記一対または一組の連結用鋼板の各々と前記筒状鋼材との間に１枚ずつのダンパー用鋼板が配置され、前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ第１補強用鋼材および第２補強用鋼材で連結され、前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナットを介して固定され、前記ブレースが伸縮変形した際に、当該分割されたブレースの一方と一体移動する前記第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴って前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物でもよい。
（８）又、建物のブレースを分割したブレース接合部に取り付けられるとともに、当該ブレースの伸縮によって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、前記接合金物は、前記分割されたブレース接合部の一方に連結される第２連結部と、前記分割されたブレース接合部の残る一方に固定されたアンカー部材に連結される第１連結部と、前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで対称位置に設けられ、前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、前記ダンパー用鋼板は、前記筒状鋼材の周面に沿って接線方向に延びて接合され、前記一対または一組の連結用鋼板の各々と前記筒状鋼材との間に２枚ずつのダンパー用鋼板が配置され、前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ第１補強用鋼材および第２補強用鋼材で連結され、前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナットを介して固定され、前記ブレースが伸縮変形した際に、当該分割されたブレースの一方と一体移動する前記第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴って前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物でもよい。
（９）又、建築のブレースを分割したブレース接合部に取り付けられるとともに、当該ブレースの伸縮によって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、前記接合金物は、前記分割されたブレース接合部の一方に連結される第2連結部と、前記分割されたブレース接合部の残る一方に固定されるアンカー部材に連結される第１連結部と、前記第1連結部と第2連結部とにわたって接合される減衰部材とを備え、第1連結部（アンカー連結部）は、２枚のダンパー用鋼板の上端縁同士および下端縁同士をそれぞれ連結する、上下一対で設けられた上端縁連結部材および下端縁連結部材からなり、前記上端縁連結部材および下端縁連結部材は、アンカー部材を挿通するための挿通孔を備え、前記減衰部材は、断面略コ字形に形成され、前後一対で互いに対向して略平行に伸びる２枚のダンパー用鋼板からなり、前記第2連結部（壁連結部）は、前記ダンパー用鋼板の両端部が折り曲げられ形成された固定片部と、前記上端縁連結部材および下端縁連結部材の左右両端部が折り曲げられ形成された固定片部とからなり、これらの両固定片部は、分割ブレース接合部のフランジにボルト接合され、前記アンカー部材は、前記上端縁連結部材および下端縁連結部材にそれぞれナットを介して固定され、前記ブレースが伸縮変形した際に、当該分割されたブレースの一方と一体移動する前記第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴って前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物でも良い。
前記（１）〜（９）に記載の接合金物を有する建築物が、「鉄骨建築（または鋼構造建築）」であることを特徴とする接合金物を有する建築物である。 In addition, the building having the joint hardware of the present invention is
(7) A building having a joint hardware that is attached to a brace joint obtained by dividing a brace of a building and has a damping member that yields a damping effect due to the expansion and contraction of the brace. A second connection portion connected to one of the brace joint portions formed, a first connection portion connected to an anchor member fixed to the remaining one of the divided brace joint portions, the first connection portion, and the first connection portion. A damping member joined across the two connecting portions, wherein the first connecting portion is made of a cylindrical steel material into which the anchor member can be inserted, and the second connecting portion includes the first connecting portion. It is composed of a pair or a set of connecting steel plates opposed to each other with the pair of or a set of connecting steel plates provided in symmetrical positions with the anchor member in between,
The damping member is arranged substantially symmetrically with respect to the axis of the anchor member, and is composed of a damper steel plate that connects the pair or one set of connection steel plates and the tubular steel material, and is used for the damper. The steel plate extends in the radial direction and joined to the peripheral surface of the cylindrical steel material, and one damper steel plate is disposed between each of the pair or one set of connecting steel plates and the cylindrical steel material. The one end portions and the other end portions of the pair or one set of connecting steel plates are respectively connected by a first reinforcing steel material and a second reinforcing steel material, and inserted through the tubular steel material. The anchor member is fixed to both ends of the tubular steel material via nuts, and when the brace expands and contracts, the second connecting part moves integrally with one of the divided braces, and the anchor member The movement is restricted by The damping member is surrendered deformed the with the relative displacement between the first connecting portion may be a building having a bonding hardware, characterized in that to exert a damping effect by the breakdown of the damping member.
(8) Moreover, it is a building which has a joint hardware which is attached to the brace joint part which divided | segmented the brace of a building, and a damping member yields by the expansion / contraction of the said brace and exhibits a damping effect, Comprising: A second connecting portion connected to one of the divided brace joint portions, a first connecting portion connected to an anchor member fixed to the remaining one of the divided brace joint portions, and the first connecting portion. And a damping member joined across the second connecting portion, wherein the first connecting portion is made of a cylindrical steel material through which the anchor member can be inserted, and the second connecting portion is the first connecting portion. It is composed of a pair or a set of connecting steel plates facing each other across the connecting portion, the pair or a set of connecting steel plates is provided in a symmetrical position with the anchor member in between, and the damping member is While being arranged substantially symmetrical with respect to the axis of the anchor member is formed of a damper steel plate for connecting the tubular steel and the pair or set connecting steel, steel sheet for the damper, the tubular Two damper steel plates are disposed between each of the pair or one set of connecting steel plates and the tubular steel material, extending in a tangential direction along the circumferential surface of the steel material, and the pair or one One end portions and the other end portions of the pair of connecting steel plates are respectively connected by a first reinforcing steel material and a second reinforcing steel material, and the anchor member inserted through the cylindrical steel material is the cylinder. When the brace is stretched and deformed, the second connecting part that moves integrally with one of the divided braces, and the anchor member are restrained from moving. The first connection Surrendered by the damping member is deformed with the relative displacement between, or in the building with joining hardware, characterized in that to exert a damping effect by the breakdown of the damping member.
(9) Moreover, while it is attached to the brace junction part which divided | segmented the brace of a building, a damping member yields by the expansion-contraction of the said brace, and has a joining metal fitting which exhibits a damping effect, Comprising: A second connecting part connected to one of the divided brace joints, a first connecting part connected to an anchor member fixed to the remaining one of the divided brace joints, and the first connecting part And a damping member joined across the second connecting portion, and the first connecting portion (anchor connecting portion) is provided as a pair of upper and lower ends that connect the upper end edges and the lower end edges of the two steel plates for damper, respectively. The upper end edge connecting member and the lower end edge connecting member, the upper end edge connecting member and the lower end edge connecting member include an insertion hole for inserting an anchor member, and the damping member has a substantially U-shaped cross section. It is formed of two damper steel plates that are formed in a shape and extend in parallel to face each other in a pair, and the second connection portion (wall connection portion) is formed by bending both end portions of the damper steel plate. The fixed piece part is composed of a fixed piece part formed by bending the left and right end parts of the upper edge connecting member and the lower edge connecting member, and both the fixed piece parts are bolted to the flange of the split brace joint part. The anchor member is fixed to the upper edge connecting member and the lower edge connecting member via a nut, and the second connecting part moves integrally with one of the divided braces when the brace expands and contracts. And the damping member deforms and yields in accordance with the relative displacement with the first connecting portion whose movement is restricted by the anchor member, and exhibits a damping effect by the yielding of the damping member. It may be a building having the characteristic joint hardware.
The building having the joint hardware described in the above (1) to (9) is a building having a joint hardware characterized in that it is “steel building (or steel structure architecture)”.

このような接合金物を有する建築物によれば、ブレース接合部に特別な加工を施したり他の部品等を設けたりしなくても、接合金物を設置することができる。そして、減衰部材自体を直接接合する必要がないため、接合金物の設置作業が容易にできて、施工性を向上させることができるとともに、地震後の点検や交換などのメンテナンス性を向上させることができる。   According to the building having such a joint hardware, it is possible to install the joint hardware without performing special processing on the brace joint or providing other parts. And since it is not necessary to directly join the damping member itself, the installation work of the joint hardware can be facilitated, the workability can be improved, and the maintainability such as inspection and replacement after the earthquake can be improved. it can.

以上において、本発明の接合金物を有する建築物では、前記第２連結部は、前記第１連結部を挟んで互いに対向した一対で配置されるとともに、前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されることが好ましい。
さらに、本発明の接合金物を有する建築物では、前記第２連結部は、前記第１連結部から放射状に一組で配置されるとともに、前記減衰部材は、前記アンカー部材の軸線に対して略点対称に配置されていてもよい。
さらに、本発明の接合金物を有する建築物では、前記第２連結部は、一対または一組の連結用鋼板で構成され、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで対称位置または前記アンカー連結部から放射状に設けられ、前記減衰部材は、前記一対または一組の連結用鋼板と前記第１連結部とを連結するダンパー用鋼板で構成されていてもよい。
このような構成によれば、第２連結部（連結用鋼板）が一対または一組で配置され、減衰部材（ダンパー用鋼板）がアンカー部材の軸線に対して略点対称または略線対称に配置されることで、第２連結部と第１連結部との相対変位に伴って減衰部材が変形した際の応力が偏心せずに左右対称に作用し、偏心による応力が発生しないように、あるいは偏心による応力を極めて小さくできる。従って、柱脚部や梁端部、ブレース接合部などに作用する偏心曲げモーメント等の付加応力に対する補強等が不要、あるいは最小限の補強とすることができ、構造体の製造コストの増加が防止できる。さらに、付加応力が生じないことで、接合金物を介したアンカー部材と柱脚部などとの間の力の伝達がスムーズになり、減衰部材における力学的メカニズムが明確になって、減衰効果が確実かつ適切に発揮され、地震等による振動エネルギーを効果的に吸収することができる。 In the above, in the building having the joint metal fitting according to the present invention, the second connection portion is disposed as a pair opposed to each other with the first connection portion interposed therebetween, and the damping member is disposed on the axis of the anchor member. On the other hand, it is preferable to arrange them substantially line-symmetrically.
Furthermore, in the building having the joint metal fitting according to the present invention, the second connecting portion is arranged in a radial pattern from the first connecting portion, and the damping member is substantially set with respect to the axis of the anchor member. You may arrange | position symmetrically.
Furthermore, in the building having the joint metal fitting according to the present invention, the second connecting portion is composed of a pair or a set of connecting steel plates, and the pair or the set of connecting steel plates are symmetrically positioned with the anchor member interposed therebetween. Alternatively, the damping member may be provided radially from the anchor connecting portion, and the damping member may be formed of a damper steel plate that connects the pair or one set of connecting steel plates and the first connecting portion.
According to such a configuration, the second connecting portion (connecting steel plate) is arranged in a pair or a set, and the damping member (damper steel plate) is arranged substantially point-symmetrically or substantially line-symmetrically with respect to the axis of the anchor member. As a result, the stress when the damping member is deformed due to the relative displacement between the second connecting portion and the first connecting portion acts symmetrically without being eccentric, and stress due to eccentricity is not generated, or Stress due to eccentricity can be made extremely small. Therefore, reinforcement against added stress such as eccentric bending moment acting on the column base, beam end, brace joint, etc. is unnecessary or can be minimized, preventing an increase in manufacturing cost of the structure. it can. Furthermore, since no additional stress is generated, the force transmission between the anchor member and the column base via the joint hardware becomes smooth, the mechanical mechanism of the damping member becomes clear, and the damping effect is ensured. In addition, it can be used appropriately and can effectively absorb vibration energy from earthquakes.

以上において、本発明の接合金物を有する建築物では、前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、前記ダンパー用鋼板は、前記筒状鋼材の周面に対して径方向に延びて接合され、前記一対または一組の連結用鋼板の各々と前記筒状鋼材との間に１枚ずつのダンパー用鋼板が配置されていることが好ましい。
また、本発明の接合金物を有する建築物では、前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、前記ダンパー用鋼板は、前記筒状鋼材の周面に沿って接線方向に延びて接合され、前記一対または一組の連結用鋼板の各々と前記筒状鋼材との間に２枚ずつのダンパー用鋼板が配置されていてもよい。
さらに、本発明の接合金物を有する建築物では、前記ダンパー用鋼板は、前記一対または一組の連結用鋼板を連結して配置され、かつ互いに対向して略平行に延びる２枚のダンパー用鋼板から構成され、前記第１連結部は、前記２枚のダンパー用鋼板の一方の端縁同士および他方の端縁同士をそれぞれ連結する第１端縁連結部材および第２端縁連結部材から構成され、第１端縁連結部材および第２端縁連結部材には、前記アンカー部材を挿通可能な挿通孔が形成されていてもよい。
このような構成によれば、当該接合金物を設置する建物や設置対象の柱脚部などの仕様に応じて適宜な形態のダンパー用鋼板や第１連結部を選択することで、発揮させる減衰効果の大きさや、アンカー部材との取付形態の選択肢を増やすことができる。 In the above, in the building having the joint hardware according to the present invention, the first connecting portion is formed of a cylindrical steel material that can be inserted through the anchor member, and the steel plate for the damper is configured with respect to a peripheral surface of the cylindrical steel material. It is preferable that one damper steel plate is disposed between each of the pair or one set of connecting steel plates and the tubular steel material.
Moreover, in the building which has the joining metal fitting of this invention, the said 1st connection part is comprised from the cylindrical steel material which can penetrate the said anchor member, and the said steel plate for dampers is along the surrounding surface of the said cylindrical steel material. Two damper steel plates may be arranged between each of the pair or one set of connecting steel plates and the tubular steel material, extending in a tangential direction and joined.
Furthermore, in the building having the joint metal fitting according to the present invention, the damper steel plate is arranged by connecting the pair or the pair of connecting steel plates, and the two damper steel plates extend in parallel to face each other. The first connecting portion is composed of a first edge connecting member and a second edge connecting member that connect one end edge and the other end edge of the two damper steel plates, respectively. The first edge connecting member and the second edge connecting member may be formed with an insertion hole through which the anchor member can be inserted.
According to such a configuration, the damping effect to be exhibited by selecting the steel plate for the damper or the first connecting portion in an appropriate form according to the specifications of the building where the joint hardware is installed and the column base portion to be installed, etc. And the choice of attachment form with the anchor member can be increased.

また、本発明の接合金物を有する建築物では、前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ第１補強用鋼材および第２補強用鋼材で連結され、少なくとも第１および第２の補強用鋼材のいずれかには、前記アンカー部材を挿通可能な挿通孔が形成され、前記ダンパー用鋼板からの応力が作用した際に、前記一対または一組の連結用鋼板同士が互いに傾くような変形を前記第１補強用鋼材および第２補強用鋼材で拘束可能に構成されていることが好ましい。
このような構成によれば、一対または一組の連結用鋼板を第１補強用鋼材および第２補強用鋼材で連結したことで、ダンパー用鋼板からの応力が連結用鋼板に作用した際に、連結用鋼板の変形や移動、つまり一対または一組の連結用鋼板同士が初期状態から互いに傾くような変形を第１および第２の補強用鋼材で防止することができ、ダンパー用鋼板の減衰効果を適切に発揮させることができる。さらに、第１および第２の補強用鋼材の少なくともいずれかに形成した挿通孔にアンカー部材を挿通させることで、アンカー部材と補強用鋼材（連結用鋼板およびダンパー用鋼板）との偏心をなくすことができ、偏心による付加応力の発生を防止することができる。 Moreover, in the building which has the joining metal fitting of this invention, one edge part and the other edge part of the said one or a pair of connection steel plate are connected with the 1st reinforcement steel material and the 2nd reinforcement steel material, respectively. An insertion hole through which the anchor member can be inserted is formed in at least one of the first and second reinforcing steel materials, and when the stress from the damper steel plate is applied, the pair or a pair of It is preferable that the first steel plate for reinforcing and the second steel material for reinforcing can be constrained so that the connecting steel plates are inclined with respect to each other.
According to such a configuration, by connecting a pair or a set of connecting steel plates with the first reinforcing steel material and the second reinforcing steel material, when stress from the damper steel plate acts on the connecting steel plate, The first and second reinforcing steel members can prevent deformation and movement of the connecting steel plates, that is, deformation in which a pair or a pair of connecting steel plates are inclined with respect to each other from the initial state. Can be exhibited appropriately. Furthermore, the anchor member is inserted into an insertion hole formed in at least one of the first and second reinforcing steel materials, thereby eliminating the eccentricity between the anchor member and the reinforcing steel materials (connecting steel plate and damper steel plate). And the generation of additional stress due to eccentricity can be prevented.

以上のような本発明の接合金物を有する建築物によれば、地震等のエネルギーを効果的に吸収でき、耐震性に優れるとともに経済的な建築物が実現できるとともに、接合金物の設置自由度を向上させ、接合金物周辺部材の補強なども軽減または省略して低コスト化を図ることができる。   According to the above-described building having the joint hardware of the present invention, it is possible to effectively absorb energy such as earthquakes, and it is possible to realize an economical building that is excellent in earthquake resistance and has the freedom of installation of the joint hardware. The cost can be reduced by improving or reducing or omitting reinforcement of the peripheral member of the metal joint.

本発明の参考形態に係る建築物の概略構成を示す側面図である。It is a side view which shows schematic structure of the building which concerns on the reference form of this invention. 前記建築物を構成する耐力壁を示す分解斜視図である。It is a disassembled perspective view which shows the load-bearing wall which comprises the said building. 前記耐力壁と建物基礎との連結部を示す斜視図である。It is a perspective view which shows the connection part of the said load-bearing wall and a building foundation. 前記建築物に用いる接合金物を示す斜視図である。It is a perspective view which shows the joining metal fitting used for the said building. 前記接合金物の変形状態を示す側面図である。It is a side view which shows the deformation | transformation state of the said joining metal fitting. 前記参考形態の変形例に係る接合金物を示す斜視図である。It is a perspective view which shows the joining metal fitting which concerns on the modification of the said reference form. 他の変形例に係る接合金物を示す斜視図である。It is a perspective view which shows the joining metal fitting which concerns on another modification. 本発明の第１実施形態に係る建築物の一部を示す斜視図である。It is a perspective view which shows a part of building based on 1st Embodiment of this invention. 前記実施形態の変形例を示す斜視図である。It is a perspective view which shows the modification of the said embodiment. 前記実施形態の変形例を示す斜視図である。It is a perspective view which shows the modification of the said embodiment. 本発明の第２実施形態に係る建築物の一部を示す斜視図である。It is a perspective view which shows a part of building based on 2nd Embodiment of this invention. 前記実施形態の変形例を示す側面図である。It is a side view which shows the modification of the said embodiment. 本発明の第３実施形態に係る建築物の一部を示す側面図である。It is a side view which shows a part of building based on 3rd Embodiment of this invention. 前記実施形態の変形例を示す側面図である。It is a side view which shows the modification of the said embodiment.

〔参考形態〕
以下、本発明の参考形態を図面に基づいて説明する。
図１は、本発明の参考形態に係る枠組壁工法建築物１の概略構成を示す側面図である。図２は、枠組壁工法建築物１を構成する耐力壁１０を示す分解斜視図である。図３は、耐力壁１０と基礎２との連結部を示す斜視図である。
図１〜図３において、枠組壁工法建築物１は、地盤Ｇ上に構築された鉄筋コンクリート製の基礎２と、この基礎２上に固定された建物本体３と、この建物本体３の上部を覆って設けられる屋根４とを備えて構成された２階建ての住宅である。 [Reference form]
Hereinafter, reference embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a side view illustrating a schematic configuration of a frame wall construction 1 according to a reference embodiment of the present invention. FIG. 2 is an exploded perspective view showing the load-bearing wall 10 constituting the frame wall construction method building 1. FIG. 3 is a perspective view showing a connecting portion between the bearing wall 10 and the foundation 2.
In FIG. 1 to FIG. 3, a frame wall construction method building 1 covers a reinforced concrete foundation 2 constructed on the ground G, a building body 3 fixed on the foundation 2, and an upper portion of the building body 3. It is a two-story house constructed with a roof 4 provided.

建物本体３は、各階に複数設けられた耐力壁１０と、各階の床位置に設けられる梁５と、図示しない床パネル等とを有し、これらの耐力壁１０、梁５および床パネルを互いに緊結して構成されている。また、１階の耐力壁１０の下端部は、アンカーボルト６を介して建物基礎２に緊結され、１階の耐力壁１０の上端部、および２階の耐力壁１０の上下端部は、適宜な接合部材を介して梁５に緊結されている。また、各階には、耐力壁１０が複数枚ずつ配置され、耐力壁１０同士の間には、開口部７が形成されている。   The building body 3 includes a plurality of load-bearing walls 10 provided on each floor, a beam 5 provided at a floor position of each floor, a floor panel (not shown), and the like. The load-bearing wall 10, the beam 5, and the floor panel are connected to each other. Tightly configured. Also, the lower end of the first floor load-bearing wall 10 is fastened to the building foundation 2 via the anchor bolts 6, and the upper end of the first floor load-bearing wall 10 and the upper and lower ends of the second floor load-bearing wall 10 are appropriately It is tightly coupled to the beam 5 via an appropriate joining member. In addition, a plurality of load bearing walls 10 are arranged on each floor, and an opening 7 is formed between the load bearing walls 10.

耐力壁１０は、図２に示すように、薄板軽量形鋼（リップ溝形鋼）からなる枠組材１１と、この枠組材１１を四周枠組みした一方の面に接合される鋼製折板からなる面材１２とで構成されている。つまり、枠組壁工法建築物１は、耐力壁１０の枠組材１１が薄板軽量形鋼から構成されるとともに、面材が鋼製折板から構成されたスチールハウスであり、耐力壁１０の室外側に図示しない断熱材や外装材（サイディング）等が設けられ、耐力壁１０の室内側に内装材等が設けられるようになっている。   As shown in FIG. 2, the bearing wall 10 is composed of a frame member 11 made of a thin lightweight steel (lip groove steel), and a steel folded plate joined to one surface of the frame member 11 that has a four-round frame. It is comprised with the face material 12. FIG. That is, the frame wall construction method building 1 is a steel house in which the frame member 11 of the load-bearing wall 10 is made of a thin lightweight steel and the face material is made of a steel folded plate. Are provided with a heat insulating material, an exterior material (siding) or the like (not shown), and an interior material or the like is provided on the indoor side of the bearing wall 10.

耐力壁１０の枠組材１１は、ウェブ１３と、このウェブ１３の両端部に連続する一対の対向面としてのフランジ１４とを有し、断面略コ字形（Ｃ字形）の中空状に形成されている。そして、枠組材１１のうち、両側端縁に設けられる縦の枠組材１１は、２つの溝形鋼がウェブ１３同士で接合されて形成されている。また、面材１２は、所定の接合間隔で設けられたビス（タッピングビス）によって枠組材１１に接合されている。そして、耐力壁１０では、ビスの接合間隔や、面材１２の材質（材料強度）や厚さ寸法等を調節することで、水平方向長さ当たりの降伏せん断耐力が適宜設定されている。   The frame member 11 of the load bearing wall 10 includes a web 13 and a pair of opposing flanges 14 that are continuous to both ends of the web 13, and is formed in a hollow shape having a substantially U-shaped cross section (C shape). Yes. Of the frame members 11, the vertical frame members 11 provided at both side edges are formed by joining two channel steels with the webs 13. Further, the face material 12 is joined to the frame material 11 by screws (tapping screws) provided at a predetermined joining interval. In the load bearing wall 10, the yield shear strength per length in the horizontal direction is appropriately set by adjusting the screw joining interval, the material (material strength) of the face material 12, the thickness dimension, and the like.

また、１階の耐力壁１０の下端部（壁脚部）における左右両側の縦の枠組材１１には、図３に示すように、ウェブ１３と一対のフランジ１４とで囲まれた中空内部に接合金物２０が設置されている。この接合金物２０は、枠組材１１のフランジ１４にボルト１５で固定されるとともに、基礎２から延びるアンカーボルト６にも連結されるようになっている。そして、接合金物２０は、建築物１に地震等の水平力が入力した際に、耐力壁１０が水平力を負担してロッキングし、耐力壁１０の左右いずれかの下端部が基礎２から浮き上がる方向に力が作用することで、減衰効果を発揮するものである。   Further, the vertical frame members 11 on the left and right sides of the lower end portion (wall leg portion) of the load bearing wall 10 on the first floor have a hollow interior surrounded by a web 13 and a pair of flanges 14 as shown in FIG. A joint hardware 20 is installed. The metal fitting 20 is fixed to the flange 14 of the frame member 11 with a bolt 15 and is also connected to an anchor bolt 6 extending from the foundation 2. When the horizontal force such as an earthquake is input to the building 1, the joint hardware 20 is rocked with the load bearing wall 10 bearing the horizontal force, and the left and right lower ends of the load bearing wall 10 are lifted from the foundation 2. It exerts a damping effect when a force acts in the direction.

すなわち、耐力壁１０の一方側から水平力が作用した場合には、一方側の縦の枠組材１１下端部が基礎２から浮き上がるように耐力壁１０がロッキングし、一方側の枠組材１１に取り付けた接合金物２０がアンカーボルト６に引っ張られることで変形し、減衰効果を発揮するようになっている。この際、他方側の縦の枠組材１１下端部は、基礎２の上面に載置されているために移動量が極めて小さく、他方側の枠組材１１に取り付けた接合金物２０には変形が生じないようになっている。   That is, when a horizontal force is applied from one side of the bearing wall 10, the bearing wall 10 is locked so that the lower end of the vertical frame member 11 on one side is lifted from the foundation 2, and is attached to the frame member 11 on one side. The joint metal 20 is deformed by being pulled by the anchor bolt 6 and exhibits a damping effect. At this time, the lower end of the vertical frame member 11 on the other side is placed on the upper surface of the foundation 2, so that the amount of movement is extremely small, and the joint hardware 20 attached to the frame member 11 on the other side is deformed. There is no such thing.

次に、接合金物２０について、図４および図５に基づいて詳しく説明する。
図４は、接合金物２０およびアンカーボルト６を示す斜視図である。図５は、接合金物２０の変形状態を示す側面図である。
図４および図５において、接合金物２０は、枠組材１１のフランジ１４に連結される一対の壁連結部としての壁連結用鋼板２１と、これら一対の壁連結用鋼板２１の上部同士に渡って接合される上部補強用鋼材２２と、一対の壁連結用鋼板２１の下部同士に渡って接合される下部補強用鋼材２３を有し、これらの壁連結用鋼板２１、上部および下部補強用
鋼材２２，２３で形成された四周枠状のフレーム２４を備えて構成されている。また、上部補強用鋼材２２および下部補強用鋼材２３の略中央には、アンカーボルト６を挿通させるための挿通孔２２Ａ，２３Ａが形成されている。 Next, the metal joint 20 will be described in detail based on FIG. 4 and FIG.
FIG. 4 is a perspective view showing the joint hardware 20 and the anchor bolt 6. FIG. 5 is a side view showing a deformed state of the metal joint 20.
In FIG. 4 and FIG. 5, the metal joint 20 extends over the wall connecting steel plates 21 as a pair of wall connecting portions connected to the flange 14 of the frame member 11 and the upper portions of the pair of wall connecting steel plates 21. An upper reinforcing steel member 22 to be joined and a lower reinforcing steel member 23 to be joined across the lower portions of the pair of wall connecting steel plates 21 are provided. These wall connecting steel plates 21, upper and lower reinforcing steel members 22 are provided. , 23 and a frame 24 having a quadrilateral frame shape. Further, insertion holes 22 </ b> A and 23 </ b> A for inserting the anchor bolts 6 are formed in the approximate center of the upper reinforcing steel material 22 and the lower reinforcing steel material 23.

接合金物２０のフレーム２４内部には、一対の壁連結用鋼板２１間に渡って設けられる上下のフランジ板２５と、一対の壁連結用鋼板２１間の中央位置にて上下のフランジ板２５を連結する筒状鋼材２６と、筒状鋼材２６の左右から径方向に延びる減衰部材としてのダンパー用鋼板２７とが設けられている。上下のフランジ板２５は、壁連結用鋼板２１に溶接接合され、これらのフランジ板２５の中央部には、アンカーボルト６を挿通させるための挿通孔が形成されている。筒状鋼材２６は、アンカーボルト６に連結されるアンカー連結部であって、その中空内部にアンカーボルト６を挿通した状態で、上下のフランジ板２５の上下からナット２８を締め付けることで、アンカーボルト６が連結されるようになっている。   The upper and lower flange plates 25 provided between the pair of wall connecting steel plates 21 and the upper and lower flange plates 25 are connected to each other at the center position between the pair of wall connecting steel plates 21 inside the frame 24 of the joint hardware 20. And a damper steel plate 27 as a damping member extending in the radial direction from the left and right of the cylindrical steel material 26 is provided. The upper and lower flange plates 25 are welded to the wall-connecting steel plate 21, and an insertion hole for inserting the anchor bolt 6 is formed in the center of these flange plates 25. The tubular steel member 26 is an anchor connecting portion connected to the anchor bolt 6, and the anchor bolt is tightened from above and below the upper and lower flange plates 25 in a state where the anchor bolt 6 is inserted into the hollow interior. 6 are connected.

一対のダンパー用鋼板２７は、矩形状の鋼板から構成され、それぞれ外側の側端縁が壁連結用鋼板２１の内面に溶接接合され、内側の側端縁が筒状鋼材２６の周面に溶接接合され、上下端縁が上下のフランジ板２５に溶接接合されている。そして、一対のダンパー用鋼板２７は、アンカーボルト６の軸線に対して略線対称に配置されている。このような接合金物２０は、図５に示すように、耐力壁１０がロッキングして枠組材１１が浮き上がった際に、枠組材１１とともにフレーム２４が上方に移動し、アンカーボルト６によって筒状鋼材２６が下方に引っ張られることで、一対のダンパー用鋼板２７がせん断変形する。そして、せん断変形したダンパー用鋼板２７が所定のせん断耐力でせん断降伏し、このようなせん断変形−耐力関係の所定の履歴ループを描いて繰り返し変形することで、エネルギーを吸収するようになっている。すなわち、ダンパー用鋼板２７の履歴吸収エネルギーに応じた減衰効果（履歴減衰）が発揮されるようになっている。   The pair of damper steel plates 27 is formed of a rectangular steel plate, the outer side edges are welded to the inner surface of the wall connecting steel plate 21, and the inner side edges are welded to the peripheral surface of the tubular steel material 26. The upper and lower edges are welded and joined to the upper and lower flange plates 25. The pair of damper steel plates 27 are disposed substantially symmetrically with respect to the axis of the anchor bolt 6. As shown in FIG. 5, when the bearing wall 10 is locked and the frame member 11 is lifted up, the frame 24 moves upward together with the frame member 11. By pulling 26 downward, the pair of damper steel plates 27 undergoes shear deformation. Then, the damper-deformed steel plate 27 for shear deformation yields with a predetermined shear strength, and draws a predetermined hysteresis loop of such a shear deformation-proof strength relationship to repeatedly deform, thereby absorbing energy. . That is, the damping effect (history damping) according to the hysteresis absorbed energy of the damper steel plate 27 is exhibited.

なお、耐力壁１０に取り付ける接合金物としては、前述の構成に限らず、以下の図６および図７に示す接合金物３０，４０のような構成であってもよい。
図６および図７は、それぞれ本参考形態の変形例に係る接合金物２０，３０を示す斜視図および分解斜視図である。
図６に示す接合金物３０は、接合金物２０と略同様の壁連結用鋼板３１、上部補強用鋼材３２、下部補強用鋼材３３からなるフレーム３４を備えて構成されている。そして、上部補強用鋼材３２および下部補強用鋼材３３の略中央には、前記アンカーボルト６を挿通させるための挿通孔３２Ａ，３３Ａが形成されている。 In addition, as a joining metal fitting attached to the load-bearing wall 10, not only the above-mentioned structure but a structure like the joining hardware 30 and 40 shown in the following FIGS. 6 and 7 may be sufficient.
6 and 7 are a perspective view and an exploded perspective view, respectively, showing the joint hardware 20 and 30 according to a modification of the present embodiment.
The metal joint 30 shown in FIG. 6 includes a frame 34 composed of a wall connecting steel plate 31, an upper reinforcing steel material 32, and a lower reinforcing steel material 33, which are substantially the same as the joint metal 20. Further, insertion holes 32 </ b> A and 33 </ b> A for inserting the anchor bolt 6 are formed at substantially the center of the upper reinforcing steel material 32 and the lower reinforcing steel material 33.

接合金物３０のフレーム３４内部には、一対の壁連結用鋼板３１間に渡って設けられる前後一対のダンパー用鋼板３７と、これら一対のダンパー用鋼板３７の間に位置する筒状鋼材３６とが設けられている。筒状鋼材３６は、アンカーボルト６に連結されるアンカー連結部であって、その中空内部にアンカーボルト６を挿通した状態で、上下からナットを締め付けることで、アンカーボルト６が連結されるようになっている。また、ダンパー用鋼板３７は、断面略コ字形に形成され、その両端部が壁連結用鋼板３１に溶接接合（フレア溶接）されるとともに、その中央のスリット３７Ａを介して筒状鋼材３６に溶接接合（スロット溶接）されている。すなわち、ダンパー用鋼板３７は、筒状鋼材３６の周面に沿って接線方向に延びて接合され、一対の壁連結用鋼板３１の各々と筒状鋼材３６との間に２枚ずつで配置されていることとなる。   Inside the frame 34 of the metal joint 30, there are a pair of front and rear damper steel plates 37 provided between the pair of wall connecting steel plates 31, and a cylindrical steel member 36 positioned between the pair of damper steel plates 37. Is provided. The tubular steel member 36 is an anchor connecting portion connected to the anchor bolt 6 so that the anchor bolt 6 is connected by tightening a nut from above and below in a state where the anchor bolt 6 is inserted into the hollow interior. It has become. Further, the damper steel plate 37 is formed in a substantially U-shaped cross section, and both ends thereof are welded (flared) to the wall connecting steel plate 31 and welded to the tubular steel member 36 via the slit 37A in the center. Joined (slot welding). That is, the damper steel plates 37 are joined by extending in a tangential direction along the peripheral surface of the cylindrical steel material 36, and two damper steel plates 37 are arranged between each of the pair of wall connecting steel plates 31 and the cylindrical steel material 36. Will be.

一方、図７に示す接合金物４０は、前記フレーム２４，３４を備えず、アンカー連結部として上下一対で設けられる上端縁連結部材４５および下端縁連結部材４６と、前後一対で互いに対向して略平行に延びる２枚のダンパー用鋼板４７とを有して構成されている。上端縁連結部材４５および下端縁連結部材４６は、２枚のダンパー用鋼板４７の上端縁同
士および下端縁同士をそれぞれ連結するもので、アンカーボルト６を挿通させるための挿通孔４５Ａ，４６Ａを備えている。 On the other hand, the metal fitting 40 shown in FIG. 7 does not include the frames 24 and 34, and the upper and lower edge connecting members 45 and 46 provided as a pair of upper and lower anchors as the anchor connecting portions are substantially opposed to each other in a pair of front and rear. It is configured to have two damper steel plates 47 extending in parallel. The upper end edge connecting member 45 and the lower end edge connecting member 46 connect the upper end edges and the lower end edges of the two damper steel plates 47, respectively, and include insertion holes 45A and 46A for allowing the anchor bolts 6 to pass therethrough. ing.

そして、上端縁連結部材４５および下端縁連結部材４６には、上下からナット４８を締め付けることで、アンカーボルト６が連結されるとともに、左右両端部に折り曲げ形成された固定片部４５Ｂ，４６Ｂを介して枠組材１１のフランジ１４にボルト接合されるようになっている。また、ダンパー用鋼板４７は、断面略コ字形に形成され、その両端部に折り曲げ形成された固定片部４７Ａが、上端縁連結部材４５および下端縁連結部材４６の固定片部４５Ｂ，４６Ｂとともに、枠組材１１のフランジ１４にボルト接合されるようになっている。すなわち、固定片部４５Ｂ，４６Ｂおよび固定片部４７Ａによって、接合金物４０における壁連結部が構成されている。   The upper end edge connecting member 45 and the lower end edge connecting member 46 are tightened with nuts 48 from above and below to connect the anchor bolts 6 and through fixed pieces 45B and 46B which are bent at both left and right ends. Thus, the bolt is joined to the flange 14 of the frame assembly 11. Further, the damper steel plate 47 is formed in a substantially U-shaped cross section, and the fixed piece portions 47A bent at both end portions thereof, together with the fixed piece portions 45B and 46B of the upper edge connecting member 45 and the lower edge connecting member 46, It is bolted to the flange 14 of the frame member 11. In other words, the fixed piece portions 45B and 46B and the fixed piece portion 47A constitute a wall connecting portion in the metal joint 40.

また、ダンパー用鋼板４７の内側には、それぞれ上下に延びる一対のリブ４７Ｂが形成され、これらのリブ４７Ｂで囲まれた内部にアンカーボルト６が挿通できるようになっている。また、上端縁連結部材４５および下端縁連結部材４６には、リブ４７Ｂに対応した位置に各４つずつの切欠き４５Ｃ，４６Ｃが形成されている。これらの切欠き４５Ｃ，４６Ｃは、接合金物４０が変形する際に、ダンパー用鋼板４７のせん断変形を拘束しないようにするものであって、ダンパー用鋼板４７は、固定片部４７Ａとリブ４７Ｂとの間に位置する板状の部分がせん断変形して減衰効果を発揮するようになっている。   Also, a pair of ribs 47B extending vertically are formed inside the damper steel plate 47, and the anchor bolt 6 can be inserted through the inside surrounded by the ribs 47B. The upper edge connecting member 45 and the lower edge connecting member 46 are formed with four notches 45C and 46C at positions corresponding to the ribs 47B. These notches 45C and 46C are provided so as not to restrain the shear deformation of the damper steel plate 47 when the joint metal 40 is deformed. The damper steel plate 47 includes a fixed piece portion 47A and ribs 47B. A plate-like portion located between the two is shear-deformed and exhibits a damping effect.

以上の参考形態によれば、次に示すような各種作用効果が得られる。
すなわち、枠組壁工法建築物１において、耐力壁１０の壁脚部に建物基礎２と連結される接合金物２０，３０，４０を設置したことで、地震等の水平力が建築物１に作用した際に、耐力壁１０がロッキングして接合金物２０，３０，４０のダンパー用鋼板２７，３７，４７が変形することにより減衰効果が発揮される。従って、接合金物２０，３０，４０の減衰効果に応じたエネルギー吸収を行うことで、建築物１の振動を抑制することができ、耐震性能を向上させることができる。そして、耐力壁１０において所定のせん断力を負担した状態でのロッキングに対して、ダンパー用鋼板２７，３７，４７がせん断降伏するような設定にしておくことで、耐力壁１０の負担せん断力が過大にならず、かつダンパー用鋼板２７，３７，４７の降伏によって建築物１の振動周期が長周期化することから、地震の入力エネルギー自体を抑制することができ、経済的な建築物１の設計が可能になる。 According to the above reference embodiment, the following various effects can be obtained.
That is, in the frame wall construction method building 1, horizontal forces such as earthquakes acted on the building 1 by installing the joint hardware 20, 30, 40 connected to the building foundation 2 on the wall leg portion of the load bearing wall 10. At this time, the load-bearing wall 10 is locked, and the damper steel plates 27, 37, and 47 of the metal joints 20, 30, and 40 are deformed, so that a damping effect is exhibited. Therefore, the vibration of the building 1 can be suppressed and the seismic performance can be improved by absorbing energy according to the damping effect of the joint hardware 20, 30, 40. And by setting so that the steel plates 27, 37, and 47 for the damper are shear-yield with respect to the rocking in a state where a predetermined shear force is borne in the load bearing wall 10, the load shear force of the load bearing wall 10 is reduced. Since the vibration period of the building 1 becomes longer due to the yielding of the damper steel plates 27, 37, and 47, the input energy of the earthquake itself can be suppressed, and the economic building 1 Design becomes possible.

また、接合金物２０，３０，４０において、壁連結部（壁連結用鋼板２１，３１、固定片部４５Ｂ，４６Ｂ，４７Ａ）が左右一対で配置され、減衰部材（ダンパー用鋼板２７，３７，４７）がアンカーボルト６の軸線に対して略線対称に配置されることで、減衰効果を発揮する際の偏心による付加応力の発生が防止できる。従って、耐力壁１０の壁脚部（枠組材１１）に作用する偏心曲げモーメント等の付加応力に対する補強等が不要、あるいは最小限の補強とすることができ、耐力壁１０の製造コストの増加が防止できる。さらに、付加応力が生じないことで、接合金物２０，３０，４０を介したアンカーボルト６と耐力壁１０との間の力の伝達がスムーズになり、ダンパー用鋼板２７，３７，４７における力学的メカニズムが明確になって、減衰効果が確実かつ適切に発揮され、地震等による振動エネルギーを効果的に吸収することができる。   In addition, in the joint hardware 20, 30, 40, wall connecting portions (wall connecting steel plates 21, 31, fixing pieces 45 B, 46 B, 47 A) are arranged in a pair of left and right, and damping members (damper steel plates 27, 37, 47). ) Are arranged substantially symmetrically with respect to the axis of the anchor bolt 6, it is possible to prevent generation of additional stress due to eccentricity when exhibiting a damping effect. Accordingly, it is possible to eliminate or minimize reinforcement against additional stress such as an eccentric bending moment acting on the wall legs (frame member 11) of the load bearing wall 10, and increase the manufacturing cost of the load bearing wall 10. Can be prevented. Further, since no additional stress is generated, the force transmission between the anchor bolt 6 and the load bearing wall 10 via the joint hardware 20, 30, 40 becomes smooth, and the mechanical strength of the damper steel plates 27, 37, 47 is increased. The mechanism becomes clear, the damping effect is exhibited reliably and appropriately, and vibration energy due to earthquakes and the like can be absorbed effectively.

さらに、壁連結部（壁連結用鋼板２１，３１、固定片部４５Ｂ，４６Ｂ，４７Ａ）を耐力壁１０の枠組材１１に連結し、アンカー連結部（筒状鋼材２６，３６、上端縁連結部材４５および下端縁連結部材４６）をアンカーボルト６に連結することで、接合金物２０，３０，４０を介して耐力壁１０と建物基礎２とが連結されるので、耐力壁１０や建物基礎２に通常の構造を用いることができる。そして、接合金物２０，３０，４０内にダンパー用鋼板２７，３７，４７が配置されているので、ダンパー用鋼板２７，３７，４７自体を直接に耐力壁１０に溶接する必要がないため、耐力壁１０や接合金物２０，３０，４０の
製造や設置作業が容易にできて、施工性を向上させることができる。さらに、接合金物２０，３０，４０を耐力壁１０から取り外すことも容易にでき、地震後の点検や交換などのメンテナンス性を向上させることができる。 Further, the wall connecting portions (wall connecting steel plates 21, 31 and fixed pieces 45B, 46B, 47A) are connected to the frame member 11 of the load bearing wall 10, and the anchor connecting portions (tubular steel members 26, 36, upper edge connecting members). 45 and the lower edge connecting member 46) are connected to the anchor bolt 6 so that the load bearing wall 10 and the building foundation 2 are connected to each other through the joint hardware 20, 30, 40. A normal structure can be used. Since the damper steel plates 27, 37, 47 are arranged in the joint hardware 20, 30, 40, it is not necessary to weld the damper steel plates 27, 37, 47 themselves directly to the load bearing wall 10. Manufacture and installation of the wall 10 and the joint hardware 20, 30, 40 can be facilitated, and workability can be improved. Furthermore, it is possible to easily remove the metal fittings 20, 30, and 40 from the bearing wall 10, and to improve maintenance such as inspection and replacement after the earthquake.

また、接合金物２０，３０において、一対の壁連結用鋼板２１，３１を上部補強用鋼材２２，３２および下部補強用鋼材２３，３３で連結してフレーム２４，３４を形成し、その内部にダンパー用鋼板２７，３７および筒状鋼材２６，３６を配置したことで、ダンパー用鋼板２７，３７からの減衰効果が壁連結用鋼板２１，３１に作用した際に、壁連結用鋼板２１，３１の変形等を防止することができる。さらに、上部補強用鋼材２２，３２および下部補強用鋼材２３，３３に形成した挿通孔２２Ａ，２３Ａ，３２Ａ，３３Ａにアンカーボルト６を挿通することで、アンカーボルト６とフレーム２４，３４との偏心をなくすことができ、偏心による付加応力の発生を防止することができ、ダンパー用鋼板２７，３７の減衰効果を適切に耐力壁１０および建物基礎２に伝達することができる。   Further, in the metal joints 20 and 30, a pair of wall connecting steel plates 21 and 31 are connected by upper reinforcing steel materials 22 and 32 and lower reinforcing steel materials 23 and 33 to form frames 24 and 34, and dampers are formed therein. When the steel plates 27 and 37 and the tubular steel materials 26 and 36 are disposed, when the damping effect from the damper steel plates 27 and 37 acts on the wall connecting steel plates 21 and 31, the wall connecting steel plates 21 and 31 Deformation and the like can be prevented. Further, by inserting the anchor bolt 6 into the insertion holes 22A, 23A, 32A, 33A formed in the upper reinforcing steel materials 22, 32 and the lower reinforcing steel materials 23, 33, the anchor bolt 6 and the frames 24, 34 are eccentric. The generation of additional stress due to eccentricity can be prevented, and the damping effect of the damper steel plates 27 and 37 can be appropriately transmitted to the bearing wall 10 and the building foundation 2.

〔第１実施形態〕
以下、本発明の第１実施形態を図８〜図１０に基づいて説明する。
図８〜図１０は、それぞれ本発明の第１実施形態に係る接合金物を有した建築物の一部を示す斜視図である。
図８〜図１０において、接合金物５０は、建物基礎２上に設置される柱５１における柱脚部に取り付けられ、柱５１のロッキングまたは浮き上りによって減衰効果を発揮するように構成されている。接合金物５０は、前記参考形態の各接合金物２０，３０，４０と略同様の構成を備え、建物基礎２に固定されて上方に延びるアンカー部材であるアンカーボルト６に連結される第１連結部としての筒状鋼材５２と、柱５１に連結される第２連結部としての固定片部５３と、筒状鋼材５２と固定片部５３とに渡って接合される減衰部材としての一対のダンパー用鋼板５４とを備えて構成されている。 [First Embodiment]
Hereinafter, a first embodiment of the present invention will be described with reference to FIGS.
FIGS. 8-10 is a perspective view which shows a part of building which has the joint metal fitting which concerns on 1st Embodiment of this invention, respectively.
8 to 10, the joint hardware 50 is attached to a column base portion of a column 51 installed on the building foundation 2, and is configured to exhibit a damping effect by locking or floating of the column 51. The joint hardware 50 has a configuration substantially similar to each joint hardware 20, 30, 40 of the reference embodiment, and is connected to an anchor bolt 6 that is an anchor member that is fixed to the building foundation 2 and extends upward. A pair of dampers as a damping member joined across the tubular steel material 52 and the fixed piece portion 53, a fixed piece portion 53 as a second connecting portion connected to the column 51, A steel plate 54 is provided.

図８に示す柱５１は、角形鋼管から構成され、その四周各面にそれぞれ一対のブラケット５５が突出して固定され、これら一対のブラケット５５間に接合金物５０が固定されている。図９に示す柱５１は、円形鋼管から構成され、その外周面の４箇所にそれぞれ一対のブラケット５５が突出して固定され、これら一対のブラケット５５間に接合金物５０が固定されている。また、図１０に示す柱５１は、Ｈ形鋼から構成され、そのウェブ５６を挟んだ２箇所において一対のフランジ５７間に渡って接合金物５０が固定されている。この接合金物５０では、柱５１がロッキングしたり建物基礎２から浮き上ったりした際に、柱５１と一体移動する固定片部５４と、アンカーボルト６で移動が拘束された筒状鋼材５３との相対変位に伴ってダンパー用鋼板５５が変形し、このダンパー用鋼板５５の変形によって減衰効果を発揮するようになっている。   A column 51 shown in FIG. 8 is composed of a square steel pipe, and a pair of brackets 55 project and are fixed to each surface of the four circumferences, and a metal joint 50 is fixed between the pair of brackets 55. The column 51 shown in FIG. 9 is composed of a circular steel pipe, and a pair of brackets 55 project and are fixed at four locations on the outer peripheral surface of the column 51, and the joint hardware 50 is fixed between the pair of brackets 55. Moreover, the column 51 shown in FIG. 10 is comprised from H-section steel, and the joining metal fitting 50 is being fixed over a pair of flange 57 in two places on which the web 56 was pinched | interposed. In this joint hardware 50, when the column 51 is locked or lifted from the building foundation 2, the fixed piece portion 54 that moves integrally with the column 51, and the tubular steel material 53 that is restrained from moving by the anchor bolt 6 With the relative displacement, the damper steel plate 55 is deformed, and the damper steel plate 55 exhibits a damping effect due to the deformation.

〔第２実施形態〕
以下、本発明の第２実施形態を図１１および図１２に基づいて説明する。
図１１は、本発明の第２実施形態に係る接合金物を有した建築物の一部を示す斜視図である。
図１１において、接合金物６０は、建築物の柱６１と梁６２とが接合される柱梁接合部６３において、梁６２の端部に取り付けられ、梁６２の曲げによる上下フランジ６４の伸縮によって減衰効果を発揮するように構成されている。接合金物６０は、前記参考形態および第１実施形態の各接合金物２０，３０，４０，５０と略同様の構成を備え、柱６１または柱６１を挟んで対向した梁６２端部に固定されたアンカー部材であるアンカーボルト６に連結される第１連結部としての筒状鋼材６５と、梁６２端部に連結される第２連結部としての固定片部６６と、筒状鋼材６５と固定片部６６とに渡って接合される減衰部材としての一対のダンパー用鋼板６７とを備えて構成されている。 [Second Embodiment]
Hereinafter, a second embodiment of the present invention will be described with reference to FIGS. 11 and 12.
FIG. 11 is a perspective view showing a part of a building having a metal joint according to the second embodiment of the present invention.
In FIG. 11, a joint hardware 60 is attached to an end of a beam 62 at a column beam joint 63 where a building column 61 and a beam 62 are joined, and is attenuated by expansion and contraction of the upper and lower flanges 64 by bending of the beam 62. It is comprised so that an effect may be exhibited. The metal joint 60 has substantially the same structure as the metal joints 20, 30, 40, 50 of the reference embodiment and the first embodiment, and is fixed to the column 61 or the end of the beam 62 facing the column 61 therebetween. A cylindrical steel member 65 as a first connecting part connected to an anchor bolt 6 as an anchor member, a fixed piece 66 as a second connecting part connected to the end of the beam 62, a cylindrical steel member 65 and a fixing piece. It is configured to include a pair of damper steel plates 67 as damping members joined across the portion 66.

柱６１は、角形鋼管から構成され、梁６２は、Ｈ形鋼から構成され、この梁６２の上下のフランジ６４外面にそれぞれ一対のブラケット６８が突出して固定され、これら一対のブラケット６８間に接合金物６０が固定されている。また、アンカーボルト６は、柱６１を貫通して左右の接合金物６０に渡って設けられ、左右の接合金物６０の筒状鋼材６５に固定されている。この接合金物６０では、梁６２が曲げ変形した際に、梁６２の上下フランジ６４と一体移動する固定片部６６と、アンカーボルト６で移動が拘束された筒状鋼材６５との相対変位に伴ってダンパー用鋼板６７が変形し、このダンパー用鋼板６７の変形によって減衰効果を発揮するようになっている。   The column 61 is composed of a square steel pipe, the beam 62 is composed of H-shaped steel, and a pair of brackets 68 project and are fixed to the outer surfaces of the upper and lower flanges 64 of the beam 62, and the pair of brackets 68 are joined together. A hardware 60 is fixed. Further, the anchor bolt 6 penetrates the column 61 and is provided over the left and right joint hardware 60, and is fixed to the cylindrical steel members 65 of the left and right joint hardware 60. In this joint metal 60, when the beam 62 is bent and deformed, the fixed piece 66 that moves integrally with the upper and lower flanges 64 of the beam 62 and the tubular steel material 65 whose movement is restrained by the anchor bolt 6 are accompanied by relative displacement. The damper steel plate 67 is deformed, and the damping effect is exhibited by the deformation of the damper steel plate 67.

図１２(Ａ)〜(Ｃ)は、第２実施形態の建築物の一部を示す側面図であり、図１２(Ａ)は、図１１と同様の柱梁接合部を示す側面図であり、図１２(Ｂ)，(Ｃ)は、第２実施形態の変形例を示す側面図である。
図１２(Ｂ)において、接合金物６０は、梁６２の端部下端面（下フランジ）のみに設けられており、床スラブ６２Ａが設けられる梁６２の上端面には、接合金物６０が設けられていない。
図１２(Ｃ)において、接合金物６０は、梁６２の端部上端面（上フランジ）のみに設けられており、柱６１に連結部材６２Ｂで接合される梁６２の下端面には、接合金物６０が設けられていない。
すなわち、本実施形態において、接合金物６０は、梁６２の上下端面（上フランジおよび下フランジ）のうちの少なくともいずれか一方に設けられていればよい。 12 (A) to (C) are side views showing a part of the building of the second embodiment, and FIG. 12 (A) is a side view showing a column beam joint similar to FIG. FIGS. 12B and 12C are side views showing a modification of the second embodiment.
In FIG. 12 (B), the metal joint 60 is provided only on the lower end surface (lower flange) of the end portion of the beam 62, and the metal joint 60 is provided on the upper end surface of the beam 62 on which the floor slab 62A is provided. Absent.
In FIG. 12C, the joint hardware 60 is provided only on the upper end surface (upper flange) of the end of the beam 62, and the joint hardware is provided on the lower end surface of the beam 62 joined to the column 61 by the connecting member 62B. 60 is not provided.
That is, in the present embodiment, the metal joint 60 may be provided on at least one of the upper and lower end surfaces (upper flange and lower flange) of the beam 62.

〔第３実施形態〕
以下、本発明の第３実施形態を図１３および図１４に基づいて説明する。
図１３は、本発明の第３実施形態に係る接合金物を有した建築物の一部を示す側面図である。
図１３において、接合金物７０は、建築物の柱７１と梁７２とで囲まれた内部において、左右の柱７１間かつ上下階の梁７２間に斜めに掛け渡されるブレース７３を分割したブレース接合部７４に取り付けられ、ブレース７３の伸縮によって減衰効果を発揮するように構成されている。接合金物７０は、前記参考形態および第１、第２実施形態の各接合金物２０，３０，４０，５０，６０と略同様の構成を備え、分割されたブレース接合部７４の一方に連結される第２連結部と、分割されたブレース接合部７４の残る一方に固定されたアンカー部材としてのアンカーボルト６に連結される第１連結部と、これらの第１連結部と第２連結部とに渡って接合される減衰部材とを備えて構成されている。 [Third Embodiment]
Hereinafter, a third embodiment of the present invention will be described with reference to FIGS.
FIG. 13: is a side view which shows a part of building with the joint metal fitting which concerns on 3rd Embodiment of this invention.
In FIG. 13, a joint hardware 70 is a brace joint obtained by dividing a brace 73 obliquely spanned between left and right pillars 71 and between upper and lower floor beams 72 in an interior surrounded by building pillars 71 and beams 72. It attaches to the part 74 and is comprised so that a damping effect may be exhibited by the expansion and contraction of the brace 73. The metal joint 70 has substantially the same configuration as the metal joints 20, 30, 40, 50, 60 of the reference embodiment and the first and second embodiments, and is connected to one of the divided brace joints 74. A second connecting portion, a first connecting portion connected to an anchor bolt 6 as an anchor member fixed to the remaining one of the divided brace joint portions 74, and the first connecting portion and the second connecting portion; And a damping member joined across.

一方および他方のブレース７３は、それぞれＨ形鋼から構成され、一方のブレース７３（図１１中、右上がりに設置されたブレース）は、そのフランジが柱７１および梁７２の構面に平行に配置され、他方のブレース７３（図１１中、右下がりに設置されたブレース）は、そのウェブが柱７１および梁７２の構面に平行に配置されている。そして、ブレース７３の一対のフランジ間に渡って接合金物７０が固定され、つまり一方および他方のブレース７３において、互いの接合金物７０が交差する向きに取り付けられている。また、アンカーボルト６は、分割されたブレース接合部７４に渡って一対の接合金物７０の第１連結部同士を連結し、一方および他方のブレース７３に設けられるアンカーボルト６同士は、互いに干渉しない位置を通過するように配置されている。この接合金物７０では、ブレース７３が伸縮変形した際に、分割されたブレース７３の一方と一体移動する第２連結部と、アンカーボルト６で移動が拘束された第１連結部との相対変位に伴って減衰部材が変形し、この減衰部材の変形によって減衰効果を発揮するようになっている。   One brace 73 and the other brace 73 are each made of H-shaped steel, and one brace 73 (the brace installed in the upward direction in FIG. 11) has a flange arranged in parallel to the construction surface of the column 71 and the beam 72. The other brace 73 (the brace installed at the lower right in FIG. 11) has its web arranged in parallel to the construction surfaces of the columns 71 and the beams 72. Then, the metal joint 70 is fixed across the pair of flanges of the brace 73, that is, the one metal brace 73 is attached to the other brace 73 in a direction in which the mutual metal joints 70 cross each other. The anchor bolt 6 connects the first connecting portions of the pair of metal fittings 70 across the divided brace connecting portions 74, and the anchor bolts 6 provided on one and the other brace 73 do not interfere with each other. It is arranged to pass through the position. In this metal joint 70, when the brace 73 expands and contracts, the relative displacement between the second connecting portion that moves integrally with one of the divided braces 73 and the first connecting portion that is restrained from moving by the anchor bolt 6. Accordingly, the damping member is deformed, and the damping effect is exhibited by the deformation of the damping member.

図１４(Ａ)〜(Ｃ)は、第３実施形態の変形例を示す側面図である。
図１４(Ａ)，(Ｂ)において、ブレースは、柱７１と梁７２とで囲まれた内部においてＶ字形に一対で配置されており、これらの一対のブレースの各々に接合金物７０が設けられ
てる。そして、図１４(Ａ)の例では、一対のブレースの交差位置が柱７１の中間部に設けられ、図１４(Ｂ)の例では、一対のブレースの交差位置が梁７２の中間部に設けられている。
図１４(Ｃ)において、ブレースは、柱７１と梁７２とに渡ってほおづえ状に左右対称に配置されており、これらのブレースの各々に接合金物７０が設けられてる。
すなわち、本実施形態において、ブレースの架設形態は、Ｘ字形に限らず、縦横のＶ字形や／字形、あるいはほおづえ状のいずれであってもよい。 FIGS. 14A to 14C are side views showing a modification of the third embodiment.
14A and 14B, braces are arranged in a pair in a V shape inside a column 71 and a beam 72, and each of the pair of braces is provided with a metal joint 70. I'm. In the example of FIG. 14A, the crossing position of the pair of braces is provided in the middle part of the column 71, and in the example of FIG. 14B, the crossing position of the pair of braces is provided in the middle part of the beam 72. It has been.
In FIG. 14 (C), the braces are arranged symmetrically in a horizontal manner across a column 71 and a beam 72, and a joining metal piece 70 is provided on each of these braces.
In other words, in the present embodiment, the bracing configuration is not limited to the X shape, and may be any one of a vertical and horizontal V shape, a / shape, or a cheek shape.

なお、本発明は、前記参考形態および各実施形態に限定されるものではなく、本発明の目的を達成できる他の構成等を含み、以下に示すような変形等も本発明に含まれる。
例えば、前記参考形態においては、２階建ての住宅としての枠組壁工法建築物１に本発明の接合金物２０，３０，４０を設置するものとしたが、建築物としては、３階建て以上のものでもよく、また建築物の用途も住宅に限定されない。さらに、枠組壁工法建築物１として、耐力壁１０の枠組材１１が薄板軽量形鋼から構成されたスチールハウスについて説明したが、これに限らず、耐力壁１０の枠組材１１が木質材料から構成されたツーバイフォー構造建築物であってもよい。また、耐力壁１０の面材１２としては、鋼製折板に限らず、構造用合板やセメント成形板や石膏ボード等の各種板材が使用可能である。 The present invention is not limited to the above-described reference embodiment and each embodiment, but includes other configurations that can achieve the object of the present invention, and includes the following modifications and the like.
For example, in the said reference form, it was supposed that the joint metal fittings 20, 30, and 40 of this invention were installed in the frame wall construction method building 1 as a two-story house. It may be a thing, and the use of the building is not limited to a house. Furthermore, although the steel house in which the frame material 11 of the load-bearing wall 10 is made of thin lightweight steel is described as the frame wall construction method building 1, the present invention is not limited to this, and the frame material 11 of the load-bearing wall 10 is made of a wooden material. It may be a two-by-four structure building. Further, the face material 12 of the bearing wall 10 is not limited to a folded steel plate, and various plate materials such as a structural plywood, a cement molded plate, and a gypsum board can be used.

また、接合金物２０，３０，４０，５０，６０，７０の各部材を構成する鋼材としては、任意の各種鋼材（建築構造用鋼材や機械構造用鋼材）が利用可能であるが、降伏後の履歴減衰を発揮させるダンパー用鋼板２７，３７，４７，５５，６７に用いる鋼材としては、変形性能に優れた低降伏点鋼などが好ましい。ただし、減衰部材としては、鋼材からなるダンパー用鋼板２７，３７，４７，５５，６７に限らず、鉛などから形成されて粘性減衰を発揮するものや、各種の樹脂材料や粘弾性材料から形成されたものなど、変形によって減衰効果を発揮するものであれば材質は限定されない。   Moreover, as a steel material which comprises each member of the joint hardware 20, 30, 40, 50, 60, 70, any of various steel materials (steel materials for building structures and steel materials for machine structures) can be used, but after the yielding As the steel material used for the damper steel plates 27, 37, 47, 55, and 67 that exhibit the hysteresis damping, a low yield point steel having excellent deformation performance is preferable. However, the damping member is not limited to the damper steel plate 27, 37, 47, 55, 67 made of steel, but is made of lead or the like, or made of various resin materials or viscoelastic materials. The material is not limited as long as it exhibits a damping effect by deformation.

その他、本発明を実施するための最良の構成、方法などは、以上の記載で開示されているが、本発明は、これに限定されるものではない。すなわち、本発明は、主に特定の実施形態に関して特に図示され、かつ説明されているが、本発明の技術的思想および目的の範囲から逸脱することなく、以上述べた実施形態に対し、形状、材質、数量、その他の詳細な構成において、当業者が様々な変形を加えることができるものである。
従って、上記に開示した形状、材質などを限定した記載は、本発明の理解を容易にするために例示的に記載したものであり、本発明を限定するものではないから、それらの形状、材質などの限定の一部もしくは全部の限定を外した部材の名称での記載は、本発明に含まれるものである。 In addition, the best configuration, method and the like for carrying out the present invention have been disclosed in the above description, but the present invention is not limited to this. That is, the invention has been illustrated and described with particular reference to certain specific embodiments, but without departing from the spirit and scope of the invention, Various modifications can be made by those skilled in the art in terms of material, quantity, and other detailed configurations.
Therefore, the description limiting the shape, material, etc. disclosed above is an example for easy understanding of the present invention, and does not limit the present invention. The description by the name of the member which remove | excluded the limitation of one part or all of such is included in this invention.

１…建築物、２…建物基礎、６…アンカーボルト（アンカー部材）、１０…耐力壁、１１…枠組材、１２…面材、１４…フランジ（対向面）、２０，３０，４０，５０，６０，７０，８０…接合金物、２１，３１…壁連結用鋼板（第２連結部）、２２，３２…上部補強用鋼材、２２Ａ，３２Ａ…挿通孔、２３，３３…下部補強用鋼材、２３Ａ，３３Ａ…挿通孔、２６，３６，５２，６５…筒状鋼材（第１連結部）、２７，３７，４７，５４，６７…ダンパー用鋼板（減衰部材）、４５…上端縁連結部材（第１連結部）、４６…下端縁連結部材（第１連結部）、４５Ａ，４６Ａ…挿通孔、４５Ｂ，４６Ｂ，４７Ａ，５３，６６…固定片部（第２連結部）、５１，６１，７１…柱、６２，７２…梁、６３…柱梁接合部、７３…ブレース、７４…ブレース接合部。   DESCRIPTION OF SYMBOLS 1 ... Building, 2 ... Building foundation, 6 ... Anchor bolt (anchor member), 10 ... Bearing wall, 11 ... Frame assembly material, 12 ... Face material, 14 ... Flange (opposite surface), 20, 30, 40, 50, 60, 70, 80 ... Joint metal, 21, 31 ... Wall connecting steel plate (second connecting part), 22, 32 ... Upper reinforcing steel, 22A, 32A ... Insertion hole, 23, 33 ... Lower reinforcing steel, 23A 33A ... insertion hole, 26, 36, 52, 65 ... cylindrical steel (first connecting portion), 27, 37, 47, 54, 67 ... damper steel plate (damping member), 45 ... upper edge connecting member (first 1 connection part), 46 ... lower end edge connection member (first connection part), 45A, 46A ... insertion hole, 45B, 46B, 47A, 53, 66 ... fixed piece part (second connection part), 51, 61, 71 ... columns, 62, 72 ... beams, 63 ... column beam joints, 73 ... braces, 74 ... braces Over the scan junction.

Claims (10)

建物基礎上に設置される柱における柱脚部に取り付けられるとともに、当該柱のロッキ
ングまたは浮き上りによって減衰部材が降伏して減衰効果を発揮する接合金物を有する建
築物であって、
前記接合金物は、
前記建物基礎に固定されて上方に延びるアンカー部材に連結される第１連結部と、
前記柱に連結される第２連結部と、
前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、
前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、
前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼
板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで
対称位置に設けられ、
前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前
記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、
前記ダンパー用鋼板は、前記筒状鋼材の周面に対して径方向に延びて接合され、前記一
対または一組の連結用鋼板の各々と前記筒状鋼材との間に１枚ずつのダンパー用鋼板が配
置され、
前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ
第１補強用鋼材および第２補強用鋼材で連結され、
前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナッ
トを介して固定され、
前記柱がロッキングした際に、当該柱脚部と一体移動する前記連結用鋼板と、前記アンカー部材で移動が拘束された前記筒状鋼材との相対変位に伴って前記ダンパー用鋼板が変形して降伏し、このダンパー用鋼板の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物。 It is a building having a joint hardware that is attached to a column base portion of a column installed on a building foundation and that exhibits a damping effect by yielding a damping effect by yielding a damping member by locking or floating of the column,
The joint hardware is
A first connecting portion fixed to the building foundation and connected to an anchor member extending upward;
A second connecting portion connected to the pillar;
A damping member joined across the first connecting portion and the second connecting portion;
The first connecting portion is made of a cylindrical steel material that can be inserted through the anchor member,
The second connecting portion is a pair or a pair of connecting steels facing each other across the first connecting portion.
And a pair or a set of connecting steel plates sandwiching the anchor member
Provided in a symmetrical position,
The damping member is disposed substantially in line symmetry with respect to the axis of the anchor member, and
It is composed of a damper steel plate that connects the pair or one set of connecting steel plates and the tubular steel material,
The damper steel plate extends in the radial direction and is joined to the circumferential surface of the tubular steel material,
One damper steel plate is arranged between each pair or set of connecting steel plates and the tubular steel material.
Placed,
One end of the pair or one set of connecting steel plates and the other end are respectively
Connected by the first reinforcing steel material and the second reinforcing steel material,
The anchor members inserted through the tubular steel material are respectively nuts at both ends of the tubular steel material.
Fixed through the
When the column is rockin grayed, and the connecting steel plate which moves together with the pillar leg, steel sheet for the damper with the relative displacement between the said tubular steel material moving anchor member is constrained deformation A structure having a joint hardware that yields and exhibits a damping effect by the yield of the steel plate for damper . 建物基礎上に設置される柱における柱脚部に取り付けられるとともに、当該柱のロッキ
ングまたは浮き上りによって減衰部材が降伏して減衰効果を発揮する接合金物を有する建
築物であって、
前記接合金物は、
前記建物基礎に固定されて上方に延びるアンカー部材に連結される第１連結部と、
前記柱に連結される第２連結部と、
前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、
前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、
前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼
板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで
対称位置に設けられ、
前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前
記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、
前記ダンパー用鋼板は、前記筒状鋼材の周面に沿って接線方向に延びて接合され、前記
一対または一組の連結用鋼板の各々と前記筒状鋼材との間に２枚ずつのダンパー用鋼板が
配置され、
前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ
第１補強用鋼材および第２補強用鋼材で連結され、
前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナッ
トを介して固定され、
前記柱がロッキングした際に、当該柱脚部と一体移動する前記連結用鋼板と、前記アンカー部材で移動が拘束された前記筒状鋼材との相対変位に伴って前記ダンパー用鋼板が変形して降伏し、このダンパー用鋼板の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物。 It is a building having a joint hardware that is attached to a column base portion of a column installed on a building foundation and that exhibits a damping effect by yielding a damping effect by yielding a damping member by locking or floating of the column,
The joint hardware is
A first connecting portion fixed to the building foundation and connected to an anchor member extending upward;
A second connecting portion connected to the pillar;
A damping member joined across the first connecting portion and the second connecting portion;
The first connecting portion is made of a cylindrical steel material that can be inserted through the anchor member,
The second connecting portion is composed of a pair or a pair of connecting steel plates facing each other across the first connecting portion, and the pair or the pair of connecting steel plates are symmetrically positioned across the anchor member. Provided in
The damping member is arranged substantially symmetrically with respect to the axis of the anchor member, and is composed of a damper steel plate that connects the pair or one set of connecting steel plates and the tubular steel material,
The damper steel plate extends in a tangential direction along the circumferential surface of the tubular steel material and is joined,
Two damper steel plates are provided between each of the pair or one set of connecting steel plates and the tubular steel material.
Arranged,
One end portions and the other end portions of the pair or one set of connecting steel plates are respectively connected by a first reinforcing steel material and a second reinforcing steel material,
The anchor member inserted through the tubular steel material is fixed to both ends of the tubular steel material via nuts,
When the column is locked, the damper steel plate is deformed along with the relative displacement between the connecting steel plate that moves integrally with the column base and the tubular steel material whose movement is restricted by the anchor member. A building having a joint metal that yields and exhibits a damping effect by the yield of the steel plate for damper. 建物基礎上に設置される柱における柱脚部に取り付けられるとともに、当該柱のロッキ
ングまたは浮き上りによって減衰部材が降伏して減衰効果を発揮する接合金物を有する建
築物であって、
前記接合金物は、
前記建築基礎に固定されて上下に伸びるアンカー部材に連結される第1連結部と、
前記柱に連結される第2連結部と、
前記第1連結部と第2連結部とにわたって接合される減衰部材とを備え、
第1連結部（アンカー連結部）は、２枚のダンパー用鋼板の上端縁同士および下端縁同士をそれぞれ連結する、上下一対で設けられた上端縁連結部材および下端縁連結部材からなり、
前記上端縁連結部材および下端縁連結部材は、アンカー部材を挿通するための挿通孔を備え、
前記減衰部材は、断面略コ字形に形成され、前後一対で互いに対向して略平行に伸びる２枚のダンパー用鋼板からなり、
前記第2連結部（壁連結部）は、前記ダンパー用鋼板の両端部が折り曲げられ形成された固定片部と、前記上端縁連結部材および下端縁連結部材の左右両端部が折り曲げられ形成された固定片部とからなり、これらの両固定片部は、柱脚のフランジにボルト接合され、
前記アンカー部材は、前記上端縁連結部材および下端縁連結部材にそれぞれナットを介して固定され、
前記柱がロッキングした際に、当該柱脚と一体移動する前記第2連結部と、前記アンカー部材で移動が拘束された第1連結部（アンカー連結部）との相対変位にともなって、前記ダンパー用鋼板が変形して降伏し、このダンパー用鋼板の降伏によって減衰効果を発揮することを特徴とする接合金物を有する建築物。 It is a building having a joint hardware that is attached to a column base portion of a column installed on a building foundation and that exhibits a damping effect by yielding a damping effect by yielding a damping member by locking or floating of the column,
The joint hardware is
A first connecting portion connected to an anchor member fixed to the building foundation and extending vertically;
A second connecting portion connected to the pillar;
A damping member joined across the first connecting portion and the second connecting portion;
The first connecting part (anchor connecting part) consists of an upper end edge connecting member and a lower end edge connecting member provided in a pair of upper and lower ends, respectively connecting the upper end edges and the lower end edges of the two steel plates for damper,
The upper edge connecting member and the lower edge connecting member include an insertion hole for inserting an anchor member,
The damping member is formed of two steel plates for dampers that are formed in a substantially U-shaped cross-section and extend in parallel in a pair of front and rear facing each other,
The second connecting portion (wall connecting portion) is formed by bending both ends of the damper steel plate and the left and right ends of the upper edge connecting member and the lower edge connecting member. It consists of fixed pieces, and both fixed pieces are bolted to the flange of the column base,
The anchor member is fixed to the upper edge connecting member and the lower edge connecting member via nuts, respectively.
When the column is locked, the damper is accompanied by a relative displacement between the second connecting portion that moves integrally with the column base and the first connecting portion (anchor connecting portion) whose movement is restricted by the anchor member. A structure having a joint metal, characterized in that the steel plate for steel is deformed and yields, and the damping effect is exhibited by the yield of the steel plate for damper. 建物の柱梁接合部における梁端部に取り付けられるとともに、当該梁の曲げによる上フ
ランジおよび下フランジの少なくともいずれか一方の伸縮によって減衰部材が降伏して減
衰効果を発揮する接合金物を有する建築物であって、
前記接合金物は、
前記柱または柱を挟んで対向した梁端部に固定されたアンカー部材に連結される第１連結部と、
前記梁端部に連結される第２連結部と、
前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、
前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、
前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼
板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで
対称位置に設けられ、
前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前
記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、
前記ダンパー用鋼板は、前記筒状鋼材の周面に対して径方向に延びて接合され、前記一
対または一組の連結用鋼板の各々と前記筒状鋼材との間に１枚ずつのダンパー用鋼板が配
置され、
前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ
第１補強用鋼材および第２補強用鋼材で連結され、
前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナッ
トを介して固定され、
前記梁が曲げ変形した際に、当該梁の上フランジまたは下フランジと一体移動する前記
第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴っ
て前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮すること
を特徴とする接合金物を有する建築物。 A building having a metal fitting that is attached to a beam end portion of a beam-column joint of a building and that exhibits a damping effect by yielding a damping member due to expansion and contraction of at least one of an upper flange and a lower flange caused by bending of the beam. Because
The joint hardware is
A first coupling portion coupled to an anchor member fixed to the column or a beam end facing the column,
A second connecting portion connected to the beam end;
A damping member joined across the first connecting portion and the second connecting portion;
The first connecting portion is made of a cylindrical steel material that can be inserted through the anchor member,
The second connecting portion is composed of a pair or a pair of connecting steel plates facing each other across the first connecting portion, and the pair or the pair of connecting steel plates are symmetrically positioned across the anchor member. Provided in
The damping member is arranged substantially symmetrically with respect to the axis of the anchor member, and is composed of a damper steel plate that connects the pair or one set of connecting steel plates and the tubular steel material,
The damper steel plate extends in the radial direction and is joined to the circumferential surface of the tubular steel material,
One damper steel plate is arranged between each pair or set of connecting steel plates and the tubular steel material.
Placed,
One end portions and the other end portions of the pair or one set of connecting steel plates are respectively connected by a first reinforcing steel material and a second reinforcing steel material,
The anchor member inserted through the tubular steel material is fixed to both ends of the tubular steel material via nuts,
When the beam is bent and deformed, the relative displacement between the second connecting portion that moves integrally with the upper flange or the lower flange of the beam and the first connecting portion, the movement of which is restricted by the anchor member. A building having a joint metal, wherein the damping member deforms and yields, and exhibits a damping effect by the yielding of the damping member. 建物の柱梁接合部における梁端部に取り付けられるとともに、当該梁の曲げによる上フ
ランジおよび下フランジの少なくともいずれか一方の伸縮によって減衰部材が降伏して減
衰効果を発揮する接合金物を有する建築物であって、
前記接合金物は、
前記柱または柱を挟んで対向した梁端部に固定されたアンカー部材に連結される第１連結部と、
前記梁端部に連結される第２連結部と、
前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、
前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、
前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼
板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで
対称位置に設けられ、
前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前
記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、
前記ダンパー用鋼板は、前記筒状鋼材の周面に沿って接線方向に延びて接合され、前記
一対または一組の連結用鋼板の各々と前記筒状鋼材との間に２枚ずつのダンパー用鋼板が
配置され、
前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ
第１補強用鋼材および第２補強用鋼材で連結され、
前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナッ
トを介して固定され、
前記梁が曲げ変形した際に、当該梁の上フランジまたは下フランジと一体移動する前記
第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴っ
て前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮すること
を特徴とする接合金物を有する建築物。 A building having a metal fitting that is attached to a beam end portion of a beam-column joint of a building and that exhibits a damping effect by yielding a damping member due to expansion and contraction of at least one of an upper flange and a lower flange caused by bending of the beam. Because
The joint hardware is
A first coupling portion coupled to an anchor member fixed to the column or a beam end facing the column,
A second connecting portion connected to the beam end;
A damping member joined across the first connecting portion and the second connecting portion;
The first connecting portion is made of a cylindrical steel material that can be inserted through the anchor member,
The second connecting portion is composed of a pair or a pair of connecting steel plates facing each other across the first connecting portion, and the pair or the pair of connecting steel plates are symmetrically positioned across the anchor member. Provided in
The damping member is arranged substantially symmetrically with respect to the axis of the anchor member, and is composed of a damper steel plate that connects the pair or one set of connecting steel plates and the tubular steel material,
The damper steel plate extends in a tangential direction along the circumferential surface of the tubular steel material and is joined,
Two damper steel plates are provided between each of the pair or one set of connecting steel plates and the tubular steel material.
Arranged,
One end portions and the other end portions of the pair or one set of connecting steel plates are respectively connected by a first reinforcing steel material and a second reinforcing steel material,
The anchor member inserted through the tubular steel material is fixed to both ends of the tubular steel material via nuts,
When the beam is bent and deformed, the relative displacement between the second connecting portion that moves integrally with the upper flange or the lower flange of the beam and the first connecting portion, the movement of which is restricted by the anchor member. A building having a joint metal, wherein the damping member deforms and yields, and exhibits a damping effect by the yielding of the damping member. 建物の柱梁接合部における梁端部に取り付けられるとともに、当該梁の曲げによる上フ
ランジおよび下フランジの少なくともいずれか一方の伸縮によって減衰部材が降伏して減
衰効果を発揮する接合金物を有する建築物であって、
前記接合金物は、
前記柱または柱を挟んで対向した梁端部に固定されたアンカー部材に連結される第1連結部と、
前記梁端部に連結される第2連結部と、
前記第1連結部と第2連結部とにわたって接合される減衰部材とを備え、
第1連結部（アンカー連結部）は、２枚のダンパー用鋼板の上端縁同士および下端縁同士をそれぞれ連結する、上下一対で設けられた上端縁連結部材および下端縁連結部材からなり、
前記上端縁連結部材および下端縁連結部材は、アンカー部材を挿通するための挿通孔を備え、
前記減衰部材は、断面略コ字形に形成され、前後一対で互いに対向して略平行に伸びる２枚のダンパー用鋼板からなり、
前記第2連結部（壁連結部）は、前記ダンパー用鋼板の両端部が折り曲げられ形成された固定片部と、前記上端縁連結部材および下端縁連結部材の左右両端部が折り曲げられ形成された固定片部とからなり、これらの両固定片部は、梁端部のフランジにボルト接合され、
前記アンカー部材は、前記上端縁連結部材および下端縁連結部材にそれぞれナットを介して固定され、
前記梁が曲げ変形した際に、当該梁の上フランジまたは下フランジと一体移動する前記
第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴っ
て前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮すること
を特徴とする接合金物を有する建築物。 A building having a metal fitting that is attached to a beam end portion of a beam-column joint of a building and that exhibits a damping effect by yielding a damping member due to expansion and contraction of at least one of an upper flange and a lower flange caused by bending of the beam. Because
The joint hardware is
A first coupling portion coupled to an anchor member fixed to the column or an end of the beam opposed across the column;
A second connecting portion connected to the beam end;
A damping member joined across the first connecting portion and the second connecting portion;
The first connecting part (anchor connecting part) consists of an upper end edge connecting member and a lower end edge connecting member provided in a pair of upper and lower ends, respectively connecting the upper end edges and the lower end edges of the two steel plates for damper,
The upper edge connecting member and the lower edge connecting member include an insertion hole for inserting an anchor member,
The damping member is formed of two steel plates for dampers that are formed in a substantially U-shaped cross-section and extend in parallel in a pair of front and rear facing each other,
The second connecting portion (wall connecting portion) is formed by bending both ends of the damper steel plate and the left and right ends of the upper edge connecting member and the lower edge connecting member. It consists of fixed pieces, and both of these fixed pieces are bolted to the flange at the beam end,
The anchor member is fixed to the upper edge connecting member and the lower edge connecting member via nuts, respectively.
When the beam is bent and deformed, the relative displacement between the second connecting portion that moves integrally with the upper flange or the lower flange of the beam and the first connecting portion, the movement of which is restricted by the anchor member. A building having a joint metal, wherein the damping member deforms and yields, and exhibits a damping effect by the yielding of the damping member. 建物のブレースを分割したブレース接合部に取り付けられるとともに、当該ブレースの
伸縮によって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、
前記接合金物は、
前記分割されたブレース接合部の一方に連結される第２連結部と、
前記分割されたブレース接合部の残る一方に固定されたアンカー部材に連結される第１
連結部と、
前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、
前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、
前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼
板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで
対称位置に設けられ、
前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前
記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、
前記ダンパー用鋼板は、前記筒状鋼材の周面に対して径方向に延びて接合され、前記一
対または一組の連結用鋼板の各々と前記筒状鋼材との間に１枚ずつのダンパー用鋼板が配
置され、
前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ
第１補強用鋼材および第２補強用鋼材で連結され、
前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナッ
トを介して固定され、
前記ブレースが伸縮変形した際に、当該分割されたブレースの一方と一体移動する前記
第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴っ
て前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮すること
を特徴とする接合金物を有する建築物。 The building is attached to a brace joint obtained by dividing a brace of a building, and has a joint hardware in which a damping member yields due to expansion and contraction of the brace and exhibits a damping effect,
The joint hardware is
A second connecting portion connected to one of the divided brace joint portions;
First connected to an anchor member fixed to the remaining one of the divided brace joints
A connecting portion;
A damping member joined across the first connecting portion and the second connecting portion;
The first connecting portion is made of a cylindrical steel material that can be inserted through the anchor member,
The second connecting portion is composed of a pair or a pair of connecting steel plates facing each other across the first connecting portion, and the pair or the pair of connecting steel plates are symmetrically positioned across the anchor member. Provided in
The damping member is arranged substantially symmetrically with respect to the axis of the anchor member, and is composed of a damper steel plate that connects the pair or one set of connecting steel plates and the tubular steel material,
The damper steel plate extends in the radial direction and is joined to the circumferential surface of the tubular steel material,
One damper steel plate is arranged between each pair or set of connecting steel plates and the tubular steel material.
Placed,
One end portions and the other end portions of the pair or one set of connecting steel plates are respectively connected by a first reinforcing steel material and a second reinforcing steel material,
The anchor member inserted through the tubular steel material is fixed to both ends of the tubular steel material via nuts,
When the brace expands and contracts, the damping is caused by relative displacement between the second connecting part that moves integrally with one of the divided braces and the first connecting part that is restrained from moving by the anchor member. A building having a joint hardware characterized in that a member deforms and yields, and a damping effect is exhibited by the yielding of the damping member. 建物のブレースを分割したブレース接合部に取り付けられるとともに、当該ブレースの
伸縮によって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、
前記接合金物は、
前記分割されたブレース接合部の一方に連結される第２連結部と、
前記分割されたブレース接合部の残る一方に固定されたアンカー部材に連結される第１
連結部と、
前記第１連結部と前記第２連結部とに渡って接合される減衰部材とを備え、
前記第１連結部は、前記アンカー部材を挿通可能な筒状鋼材から構成され、
前記第２連結部は、前記第１連結部を挟んで互いに対向した一対または一組の連結用鋼
板で構成されるとともに、当該一対または一組の連結用鋼板が前記アンカー部材を挟んで
対称位置に設けられ、
前記減衰部材は、前記アンカー部材の軸線に対して略線対称に配置されるとともに、前
記一対または一組の連結用鋼板と前記筒状鋼材とを連結するダンパー用鋼板で構成され、
前記ダンパー用鋼板は、前記筒状鋼材の周面に沿って接線方向に延びて接合され、前記
一対または一組の連結用鋼板の各々と前記筒状鋼材との間に２枚ずつのダンパー用鋼板が
配置され、
前記一対または一組の連結用鋼板の一方の端部同士および他方の端部同士は、それぞれ
第１補強用鋼材および第２補強用鋼材で連結され、
前記筒状鋼材に挿通された前記アンカー部材は、当該筒状鋼材の両端部にそれぞれナッ
トを介して固定され、
前記ブレースが伸縮変形した際に、当該分割されたブレースの一方と一体移動する前記
第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴っ
て前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮すること
を特徴とする接合金物を有する建築物。 The building is attached to a brace joint obtained by dividing a brace of a building, and has a joint hardware in which a damping member yields due to expansion and contraction of the brace and exhibits a damping effect,
The joint hardware is
A second connecting portion connected to one of the divided brace joint portions;
First connected to an anchor member fixed to the remaining one of the divided brace joints
A connecting portion;
A damping member joined across the first connecting portion and the second connecting portion;
The first connecting portion is made of a cylindrical steel material that can be inserted through the anchor member,
The second connecting portion is composed of a pair or a pair of connecting steel plates facing each other across the first connecting portion, and the pair or the pair of connecting steel plates are symmetrically positioned across the anchor member. Provided in
The damping member is arranged substantially symmetrically with respect to the axis of the anchor member, and is composed of a damper steel plate that connects the pair or one set of connecting steel plates and the tubular steel material,
The damper steel plate extends in a tangential direction along the circumferential surface of the tubular steel material and is joined,
Two damper steel plates are provided between each of the pair or one set of connecting steel plates and the tubular steel material.
Arranged,
One end portions and the other end portions of the pair or one set of connecting steel plates are respectively connected by a first reinforcing steel material and a second reinforcing steel material,
The anchor member inserted through the tubular steel material is fixed to both ends of the tubular steel material via nuts,
When the brace expands and contracts, the damping is caused by relative displacement between the second connecting part that moves integrally with one of the divided braces and the first connecting part that is restrained from moving by the anchor member. A building having a joint hardware characterized in that a member deforms and yields, and a damping effect is exhibited by the yielding of the damping member. 建築のブレースを分割したブレース接合部に取り付けられるとともに、当該ブレースの伸縮によって減衰部材が降伏して減衰効果を発揮する接合金物を有する建築物であって、
前記接合金物は、
前記分割されたブレース接合部の一方に連結される第2連結部と、
前記分割されたブレース接合部の残る一方に固定されるアンカー部材に連結される第１連結部と、
前記第1連結部と第2連結部とにわたって接合される減衰部材とを備え、
第1連結部（アンカー連結部）は、２枚のダンパー用鋼板の上端縁同士および下端縁同士をそれぞれ連結する、上下一対で設けられた上端縁連結部材および下端縁連結部材からなり、
前記上端縁連結部材および下端縁連結部材は、アンカー部材を挿通するための挿通孔を備え、
前記減衰部材は、断面略コ字形に形成され、前後一対で互いに対向して略平行に伸びる２枚のダンパー用鋼板からなり、
前記第2連結部（壁連結部）は、前記ダンパー用鋼板の両端部が折り曲げられ形成された固定片部と、前記上端縁連結部材および下端縁連結部材の左右両端部が折り曲げられ形成された固定片部とからなり、これらの両固定片部は、分割ブレース接合部のフランジにボルト接合され、
前記アンカー部材は、前記上端縁連結部材および下端縁連結部材にそれぞれナットを介して固定され、
前記ブレースが伸縮変形した際に、当該分割されたブレースの一方と一体移動する前記
第２連結部と、前記アンカー部材で移動が拘束された前記第１連結部との相対変位に伴っ
て前記減衰部材が変形して降伏し、この減衰部材の降伏によって減衰効果を発揮すること
を特徴とする接合金物を有する建築物。 It is attached to the brace joint part which divided | segmented the brace of a building, and a building which has a joining metal fitting which a damping member yields by the expansion-contraction of the said brace and exhibits a damping effect,
The joint hardware is
A second connecting portion connected to one of the divided brace joint portions;
A first connecting portion connected to an anchor member fixed to the remaining one of the divided brace joint portions;
A damping member joined across the first connecting portion and the second connecting portion;
The first connecting part (anchor connecting part) consists of an upper end edge connecting member and a lower end edge connecting member provided in a pair of upper and lower ends, respectively connecting the upper end edges and the lower end edges of the two steel plates for damper,
The upper edge connecting member and the lower edge connecting member include an insertion hole for inserting an anchor member,
The damping member is formed of two steel plates for dampers that are formed in a substantially U-shaped cross-section and extend in parallel in a pair of front and rear facing each other,
The second connecting portion (wall connecting portion) is formed by bending both ends of the damper steel plate and the left and right ends of the upper edge connecting member and the lower edge connecting member. These fixed pieces are bolted to the flange of the split brace joint,
The anchor member is fixed to the upper edge connecting member and the lower edge connecting member via nuts, respectively.
When the brace expands and contracts, the damping is caused by relative displacement between the second connecting part that moves integrally with one of the divided braces and the first connecting part that is restrained from moving by the anchor member. A building having a joint hardware characterized in that a member deforms and yields, and a damping effect is exhibited by the yielding of the damping member. 請求項1乃至請求項９に記載の接合金物を有する建築物が、「鉄骨建築（または鋼構造建築）」であることを特徴とする接合金物を有する建築物。   A building having a joint hardware, wherein the building having the joint hardware according to any one of claims 1 to 9 is "steel building (or steel structure architecture)".
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