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CONNECTION STRUCTURE BETWEEN PILLAR MEMBER AND HORIZONTAL MEMBER AND ITS CONSTRUCTION METHOD
To provide a connection structure between a pillar member and a horizontal member, capable of ensuring the strength to receive a load from the horizontal member without increasing the size of the member receiving the load from the horizontal member.SOLUTION: A connection structure 40 between a pillar member 2 and a horizontal member 4 includes a pillar member 2, a horizontal member 4 connected to the side of the pillar member 2 and extending in a direction intersecting the pillar member 2, and a back plate member 35 disposed inside the pillar member 2. The horizontal member 4 is fastened to the back plate member 35 by means of fastening members 42a. The pillar member 2 has a restricting portion 25 formed to protrude from the inner surface of the pillar member 2 and restricting the movement of the back plate member 35 in a direction away from the horizontal member 4.SELECTED DRAWING: Figure 7
【課題】横部材からの荷重を受ける部材の大きさを大きく構成せずに、横部材からの荷重を受ける強度を確保できる柱材と横部材との接続構造を提供すること。【解決手段】柱材２と横部材４との接続構造４０は、柱材２と、柱材２の側面に接続され、柱材２に交差する方向に延びる横部材４と、柱材２の内部に配置される裏板部材３５と、を備え、横部材４は、裏板部材３５に、締結部材４２ａによって締結され、柱材２は、柱材２の内面から突出して形成され横部材４から離れる側への裏板部材３５の移動を規制する規制部２５を有する。【選択図】図７
CONNECTION STRUCTURE BETWEEN PILLAR MEMBER AND HORIZONTAL MEMBER AND ITS CONSTRUCTION METHOD
To provide a connection structure between a pillar member and a horizontal member, capable of ensuring the strength to receive a load from the horizontal member without increasing the size of the member receiving the load from the horizontal member.SOLUTION: A connection structure 40 between a pillar member 2 and a horizontal member 4 includes a pillar member 2, a horizontal member 4 connected to the side of the pillar member 2 and extending in a direction intersecting the pillar member 2, and a back plate member 35 disposed inside the pillar member 2. The horizontal member 4 is fastened to the back plate member 35 by means of fastening members 42a. The pillar member 2 has a restricting portion 25 formed to protrude from the inner surface of the pillar member 2 and restricting the movement of the back plate member 35 in a direction away from the horizontal member 4.SELECTED DRAWING: Figure 7
【課題】横部材からの荷重を受ける部材の大きさを大きく構成せずに、横部材からの荷重を受ける強度を確保できる柱材と横部材との接続構造を提供すること。【解決手段】柱材２と横部材４との接続構造４０は、柱材２と、柱材２の側面に接続され、柱材２に交差する方向に延びる横部材４と、柱材２の内部に配置される裏板部材３５と、を備え、横部材４は、裏板部材３５に、締結部材４２ａによって締結され、柱材２は、柱材２の内面から突出して形成され横部材４から離れる側への裏板部材３５の移動を規制する規制部２５を有する。【選択図】図７
CONNECTION STRUCTURE BETWEEN PILLAR MEMBER AND HORIZONTAL MEMBER AND ITS CONSTRUCTION METHOD
柱材と横部材との接続構造及びその施工方法
SAKAGUCHI KOJI (author) / INOSHITA DAIKI (author) / TAMAI HIDEAKI (author) / MAYUMI TAKAHIKO (author)
2024-06-13
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
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