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A platform for research: civil engineering, architecture and urbanism
PROBLEM TO BE SOLVED: To provide a reinforcement connection method.SOLUTION: A reinforcement connection method includes a process of being constituted of/mutually crossed between a plurality of first lower layer reinforcements and a plurality of second lower layer reinforcements, juxtaposing the second lower layer reinforcements at an equal interval along the first direction, juxtaposing the first lower layer reinforcements at an equal interval along the second direction for crossing with the first direction and installing the lower layer reinforcements on an installation surface, a process of being constituted of/mutually crossed between a plurality of first upper layer reinforcements and a plurality of second upper layer reinforcements, being respectively juxtaposed at an equal interval along the second direction and the first direction, projecting the first upper layer reinforcements to the outside of an end part of the first lower layer reinforcements and installing the upper layer reinforcement and a process of forming a plurality of hole parts on an outside surface, storing the end part of the first lower layer reinforcements in the hole parts and installing a side plate.SELECTED DRAWING: Figure 12
【課題】鉄筋接続方法を提供する。【解決手段】複数の第一下層鉄筋及び複数の第二下層鉄筋で構成されると共に相互に交錯し、第二下層鉄筋は第一方向に沿って等間隔で並設され、且つ第一下層鉄筋は第一方向に交錯する第二方向に沿って等間隔で並設される、設置面に下層鉄筋が架設される工程と、複数の第一上層鉄筋及び複数の第二上層鉄筋で構成されると共に相互に交錯し、且つ第二方向及び第一方向に沿ってそれぞれ等間隔で並設され、第一上層鉄筋は第一下層鉄筋の端部の外に突出される、上層鉄筋が架設され工程と、外側面には複数の孔部が形成され、第一下層鉄筋の端部は孔部に収納される、側板が架設される工程とを含む。【選択図】図１２
PROBLEM TO BE SOLVED: To provide a reinforcement connection method.SOLUTION: A reinforcement connection method includes a process of being constituted of/mutually crossed between a plurality of first lower layer reinforcements and a plurality of second lower layer reinforcements, juxtaposing the second lower layer reinforcements at an equal interval along the first direction, juxtaposing the first lower layer reinforcements at an equal interval along the second direction for crossing with the first direction and installing the lower layer reinforcements on an installation surface, a process of being constituted of/mutually crossed between a plurality of first upper layer reinforcements and a plurality of second upper layer reinforcements, being respectively juxtaposed at an equal interval along the second direction and the first direction, projecting the first upper layer reinforcements to the outside of an end part of the first lower layer reinforcements and installing the upper layer reinforcement and a process of forming a plurality of hole parts on an outside surface, storing the end part of the first lower layer reinforcements in the hole parts and installing a side plate.SELECTED DRAWING: Figure 12
【課題】鉄筋接続方法を提供する。【解決手段】複数の第一下層鉄筋及び複数の第二下層鉄筋で構成されると共に相互に交錯し、第二下層鉄筋は第一方向に沿って等間隔で並設され、且つ第一下層鉄筋は第一方向に交錯する第二方向に沿って等間隔で並設される、設置面に下層鉄筋が架設される工程と、複数の第一上層鉄筋及び複数の第二上層鉄筋で構成されると共に相互に交錯し、且つ第二方向及び第一方向に沿ってそれぞれ等間隔で並設され、第一上層鉄筋は第一下層鉄筋の端部の外に突出される、上層鉄筋が架設され工程と、外側面には複数の孔部が形成され、第一下層鉄筋の端部は孔部に収納される、側板が架設される工程とを含む。【選択図】図１２
REINFORCEMENT CONNECTION METHOD
鉄筋接続方法
YUN YON-RYO (author)
2017-01-19
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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