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CONCRETE MEMBER CONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To provide a concrete member constructing method capable of reducing the time and effort of compaction.SOLUTION: A concrete member constructing method is for constructing a wall member 100 by casting concrete in a formwork 3 in which reinforcing bars 5 are installed, and it comprises a vibration transmission material setting step of installing a rod-shaped vibration transmission material 11 buried in concrete inside the outermost frame 5a, 5b of the reinforcing bar 5 inside the molding frame 3 and a compacting step in which the vibrator 17 is attached to the upper end portion of the vibration transmitting material 11 projecting upward of the concrete introduced into the formwork 3 and the vibration transmitting material 11 is vibrated to compact the concrete.SELECTED DRAWING: Figure 1
【課題】締固めの手間を削減することができるコンクリート部材構築方法を提供する。【解決手段】コンクリート部材構築方法は、鉄筋5が設置された型枠3内にコンクリートを打設して、壁部材100を構築するコンクリート部材構築方法であって、コンクリートに埋め殺しされる棒状の振動伝達材11を型枠3内で鉄筋5のうちの最外縁鉄筋5a,5bよりも内側に設置する振動伝達材設置工程と、型枠3内に導入されたコンクリートの上方に突出する振動伝達材11の上端部に振動機17を取り付け、振動伝達材11を振動させてコンクリートの締固めを行う締固め工程と、を備える。【選択図】図1
CONCRETE MEMBER CONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To provide a concrete member constructing method capable of reducing the time and effort of compaction.SOLUTION: A concrete member constructing method is for constructing a wall member 100 by casting concrete in a formwork 3 in which reinforcing bars 5 are installed, and it comprises a vibration transmission material setting step of installing a rod-shaped vibration transmission material 11 buried in concrete inside the outermost frame 5a, 5b of the reinforcing bar 5 inside the molding frame 3 and a compacting step in which the vibrator 17 is attached to the upper end portion of the vibration transmitting material 11 projecting upward of the concrete introduced into the formwork 3 and the vibration transmitting material 11 is vibrated to compact the concrete.SELECTED DRAWING: Figure 1
【課題】締固めの手間を削減することができるコンクリート部材構築方法を提供する。【解決手段】コンクリート部材構築方法は、鉄筋5が設置された型枠3内にコンクリートを打設して、壁部材100を構築するコンクリート部材構築方法であって、コンクリートに埋め殺しされる棒状の振動伝達材11を型枠3内で鉄筋5のうちの最外縁鉄筋5a,5bよりも内側に設置する振動伝達材設置工程と、型枠3内に導入されたコンクリートの上方に突出する振動伝達材11の上端部に振動機17を取り付け、振動伝達材11を振動させてコンクリートの締固めを行う締固め工程と、を備える。【選択図】図1
CONCRETE MEMBER CONSTRUCTION METHOD
コンクリート部材構築方法
HAYASHI DAISUKE (author) / KAWASAKI FUMIYOSHI (author) / TORII TAKESHI (author) / SOGABE NAOKI (author) / YOKOZEKI KOSUKE (author)
2018-08-30
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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