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WALL MEMBER FOR FORMING WALL BODY AND CONSTRUCTION METHOD OF WALL BODY USING THE SAME
To increase bar arrangement workability of a joint bar securing the integrity between a wall member and a slab, and the filling property of cast-in-place concrete, when constructing a wall body by using a precast concrete made wall member for configuring the wall body not connecting a beam to a top edge.SOLUTION: A wall member is placed above a slab 8 at a position kept a distance from a top end surface of the slab 8, and then concrete 7 is placed between the wall member and the top end surface of the slab 8 to configure a reinforced-concrete made wall body 1. While embedding a connection material 3 to a lower end of a precast concrete main body 2A and connecting an upper end of a load receiving member 4 with ability of bearing compressive force to the connection material 3, a bottom edge of the load receiving member 4 is mounted onto the top end surface of the slab 8 to make it support onto the top end surface of the slab 8.SELECTED DRAWING: Figure 1
【課題】上端に梁が接続しない壁体を構成するプレキャストコンクリート製の壁部材を用いて壁体を構築する上で、壁部材とスラブの一体性を確保する差し筋の配筋作業性と現場打ちコンクリートの充填性を高める。【解決手段】スラブ8上にスラブ8の天端面から距離を置いた位置に配置され、スラブ8の天端面との間にコンクリート7が打設されて鉄筋コンクリート造の壁体1を構成し、プレキャストコンクリートの本体2Aの下端部に接続材3を埋設し、接続材3に圧縮力を負担する能力を有する荷重受け部材4の上端部を接続する一方、荷重受け部材4の下端をスラブ8の天端面上に載置してスラブ8の天端面上に支持させる。【選択図】図1
WALL MEMBER FOR FORMING WALL BODY AND CONSTRUCTION METHOD OF WALL BODY USING THE SAME
To increase bar arrangement workability of a joint bar securing the integrity between a wall member and a slab, and the filling property of cast-in-place concrete, when constructing a wall body by using a precast concrete made wall member for configuring the wall body not connecting a beam to a top edge.SOLUTION: A wall member is placed above a slab 8 at a position kept a distance from a top end surface of the slab 8, and then concrete 7 is placed between the wall member and the top end surface of the slab 8 to configure a reinforced-concrete made wall body 1. While embedding a connection material 3 to a lower end of a precast concrete main body 2A and connecting an upper end of a load receiving member 4 with ability of bearing compressive force to the connection material 3, a bottom edge of the load receiving member 4 is mounted onto the top end surface of the slab 8 to make it support onto the top end surface of the slab 8.SELECTED DRAWING: Figure 1
【課題】上端に梁が接続しない壁体を構成するプレキャストコンクリート製の壁部材を用いて壁体を構築する上で、壁部材とスラブの一体性を確保する差し筋の配筋作業性と現場打ちコンクリートの充填性を高める。【解決手段】スラブ8上にスラブ8の天端面から距離を置いた位置に配置され、スラブ8の天端面との間にコンクリート7が打設されて鉄筋コンクリート造の壁体1を構成し、プレキャストコンクリートの本体2Aの下端部に接続材3を埋設し、接続材3に圧縮力を負担する能力を有する荷重受け部材4の上端部を接続する一方、荷重受け部材4の下端をスラブ8の天端面上に載置してスラブ8の天端面上に支持させる。【選択図】図1
WALL MEMBER FOR FORMING WALL BODY AND CONSTRUCTION METHOD OF WALL BODY USING THE SAME
壁体形成用壁部材及びそれを使用した壁体の構築方法
HIDAI AKIHISA (author) / SUZUKI MOTOHARU (author) / HARA MASATOSHI (author)
2021-10-14
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
WALL BODY CONSTITUTING MEMBER, WALL BODY, AND CONSTRUCTION METHOD FOR WALL BODY
European Patent Office | 2018
|European Patent Office | 2021
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