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CONSTRUCTION METHOD FOR CONCRETE REINFORCEMENT WALL
PROBLEM TO BE SOLVED: To provide a construction method for a concrete reinforcement wall that allows a worker to build a concrete reinforcement wall efficiently in a short period of time.SOLUTION: A construction method for a concrete reinforcement wall includes the following steps for: installing horizontal members 13, 14 immediately in front of a wall surface 29; installing a square pipe 15a between the horizontal members 13, 14, the square pipe having a through-bolt 16; inserting insertion holes of plate panels 18a to 18d, 19a through the bolt 16 for installing the panels 18a to 18d, 19a on the square pipe 15a, and screwing a long nut 21 on the bolt 16 for fixing the panels 18a to 18d, 19a to the square pipe 15a; installing concrete mold panels 26a to 26e after arranging reinforcing bars, by inserting an insertion hole of the concrete mold panels 26a to 26e through an edge of a separator 22, while screwing the edge of the separator 22 into the long nut 21; casting and curing concrete in a space 63 between the panels 18a to 18d, 19a and the concrete mold panels 26a to 26d; and then, removing the concrete mold panels 26a to 26e.SELECTED DRAWING: Figure 19
【課題】作業者が短時間に効率よくコンクリート補強壁を構築することができるコンクリート補強壁構築方法を提供する。【解決手段】コンクリート補強壁構築方法は、壁面２９直前に横架材１３，１４を設置し、通しボルト１６を有する角パイプ１５ａを横架材１３，１４の間に配置し、板パネル１８ａ〜１８ｄ，１９ａの挿通孔をボルト１６に挿通してパネル１８ａ〜１８ｄ，１９ａを角パイプ１５ａに設置するとともに、ボルト１６に長ナット２１を螺着してパネル１８ａ〜１８ｄ，１９ａを角パイプ１５ａに固定し、鉄筋を配筋した後、長ナット２１にセパレータ２２の端部を螺着しつつ型枠パネル２６ａ〜２６ｅの挿通孔をセパレータ２２の端部に挿通してパネル２６ａ〜２６ｅを設置し、パネル１８ａ〜１８ｄ，１９ａとパネル２６ａ〜２６ｅとの間のスペース６３に打設したコンクリートを養生した後、パネル２６ａ〜２６ｅを取り外す。【選択図】図１９
CONSTRUCTION METHOD FOR CONCRETE REINFORCEMENT WALL
PROBLEM TO BE SOLVED: To provide a construction method for a concrete reinforcement wall that allows a worker to build a concrete reinforcement wall efficiently in a short period of time.SOLUTION: A construction method for a concrete reinforcement wall includes the following steps for: installing horizontal members 13, 14 immediately in front of a wall surface 29; installing a square pipe 15a between the horizontal members 13, 14, the square pipe having a through-bolt 16; inserting insertion holes of plate panels 18a to 18d, 19a through the bolt 16 for installing the panels 18a to 18d, 19a on the square pipe 15a, and screwing a long nut 21 on the bolt 16 for fixing the panels 18a to 18d, 19a to the square pipe 15a; installing concrete mold panels 26a to 26e after arranging reinforcing bars, by inserting an insertion hole of the concrete mold panels 26a to 26e through an edge of a separator 22, while screwing the edge of the separator 22 into the long nut 21; casting and curing concrete in a space 63 between the panels 18a to 18d, 19a and the concrete mold panels 26a to 26d; and then, removing the concrete mold panels 26a to 26e.SELECTED DRAWING: Figure 19
【課題】作業者が短時間に効率よくコンクリート補強壁を構築することができるコンクリート補強壁構築方法を提供する。【解決手段】コンクリート補強壁構築方法は、壁面２９直前に横架材１３，１４を設置し、通しボルト１６を有する角パイプ１５ａを横架材１３，１４の間に配置し、板パネル１８ａ〜１８ｄ，１９ａの挿通孔をボルト１６に挿通してパネル１８ａ〜１８ｄ，１９ａを角パイプ１５ａに設置するとともに、ボルト１６に長ナット２１を螺着してパネル１８ａ〜１８ｄ，１９ａを角パイプ１５ａに固定し、鉄筋を配筋した後、長ナット２１にセパレータ２２の端部を螺着しつつ型枠パネル２６ａ〜２６ｅの挿通孔をセパレータ２２の端部に挿通してパネル２６ａ〜２６ｅを設置し、パネル１８ａ〜１８ｄ，１９ａとパネル２６ａ〜２６ｅとの間のスペース６３に打設したコンクリートを養生した後、パネル２６ａ〜２６ｅを取り外す。【選択図】図１９
CONSTRUCTION METHOD FOR CONCRETE REINFORCEMENT WALL
コンクリート補強壁構築方法
TAKAGI KAZUMASA (author) / TAKAGI EIZO (author) / MAEHASHI MAKOTO (author) / ASAKURA MASASHI (author)
2016-03-22
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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