A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
WALL REINFORCEMENT ARRANGEMENT METHOD
To ensure pre-assembling a wall reinforcement used for a reinforced concrete wall in which a plurality of facility openings are formed as a three-dimensional preassembly unit in which the plurality of facility openings are properly provided while improving workability, and ensuring easy installation of the three-dimensional preassembly unit in a wall construction position of an erection site in a state in which the plurality of facility openings are properly provided.SOLUTION: A wall reinforcement arrangement method comprises: a three-dimensional pre-assembly unit assembly step in which multiple wall reinforcements 10 are assembled in a grid pattern at a predetermined reinforcement pitch on the wall side of a reinforcement assembly frame 20 temporarily fixed in an installed position at a wall reinforcement installation position Pa of a pre-assembly construction site Sb with multiple facility frames 24 that form a facility opening 1, to pre-assemble a three-dimensional pre-assembly unit U in the installed position; and a pre-assembled three-dimensional unit installation step for releasing the temporary fixing of the reinforcement assembly frame 20 at the wall reinforcement assembly position Pa and installing the three-dimensional pre-assembly unit U at a wall construction position Pb of an erection site Sa after the pre-assembly.SELECTED DRAWING: Figure 11
【課題】複数の設備開口が形成される鉄筋コンクリート壁に使用される壁鉄筋を、施工性の向上を図りながら、複数の設備開口が適正に備えられた立体先組ユニットとして先組できるようにするとともに、立体先組ユニットを複数の設備開口が適正に備えられた状態で建方現場の壁施工位置に容易に据付けられるようにする。【解決手段】壁鉄筋配筋工法には、設備開口１を形成する複数の設備用フレーム２４を備えて先組施工サイトＳｂの壁鉄筋組付け位置Ｐａに据付け姿勢で仮止め固定された鉄筋組立架台２０の壁面側に、複数の壁鉄筋１０を所定の配筋ピッチで格子状に組付けて、据付け姿勢の立体先組ユニットＵを先組する立体先組ユニット組立工程と、その先組後に、壁鉄筋組付け位置Ｐａでの鉄筋組立架台２０の仮止め固定を解除して立体先組ユニットＵを建方現場Ｓａの壁施工位置Ｐｂに設置する立体先組ユニット設置工程とが含まれている。【選択図】図１１
WALL REINFORCEMENT ARRANGEMENT METHOD
To ensure pre-assembling a wall reinforcement used for a reinforced concrete wall in which a plurality of facility openings are formed as a three-dimensional preassembly unit in which the plurality of facility openings are properly provided while improving workability, and ensuring easy installation of the three-dimensional preassembly unit in a wall construction position of an erection site in a state in which the plurality of facility openings are properly provided.SOLUTION: A wall reinforcement arrangement method comprises: a three-dimensional pre-assembly unit assembly step in which multiple wall reinforcements 10 are assembled in a grid pattern at a predetermined reinforcement pitch on the wall side of a reinforcement assembly frame 20 temporarily fixed in an installed position at a wall reinforcement installation position Pa of a pre-assembly construction site Sb with multiple facility frames 24 that form a facility opening 1, to pre-assemble a three-dimensional pre-assembly unit U in the installed position; and a pre-assembled three-dimensional unit installation step for releasing the temporary fixing of the reinforcement assembly frame 20 at the wall reinforcement assembly position Pa and installing the three-dimensional pre-assembly unit U at a wall construction position Pb of an erection site Sa after the pre-assembly.SELECTED DRAWING: Figure 11
【課題】複数の設備開口が形成される鉄筋コンクリート壁に使用される壁鉄筋を、施工性の向上を図りながら、複数の設備開口が適正に備えられた立体先組ユニットとして先組できるようにするとともに、立体先組ユニットを複数の設備開口が適正に備えられた状態で建方現場の壁施工位置に容易に据付けられるようにする。【解決手段】壁鉄筋配筋工法には、設備開口１を形成する複数の設備用フレーム２４を備えて先組施工サイトＳｂの壁鉄筋組付け位置Ｐａに据付け姿勢で仮止め固定された鉄筋組立架台２０の壁面側に、複数の壁鉄筋１０を所定の配筋ピッチで格子状に組付けて、据付け姿勢の立体先組ユニットＵを先組する立体先組ユニット組立工程と、その先組後に、壁鉄筋組付け位置Ｐａでの鉄筋組立架台２０の仮止め固定を解除して立体先組ユニットＵを建方現場Ｓａの壁施工位置Ｐｂに設置する立体先組ユニット設置工程とが含まれている。【選択図】図１１
WALL REINFORCEMENT ARRANGEMENT METHOD
壁鉄筋配筋工法
MIKKAICHI MASAAKI (author) / FUJIMOTO TSUKASA (author) / SHIBATA YUSUKE (author) / SASAKI MOTOKI (author) / ISE YUTARO (author) / KOSUGE SHUNSUKE (author) / UEDA YUTAKA (author)
2023-12-12
Patent
Electronic Resource
Japanese
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