A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCEMENT METHOD FOR CONCRETE WALL
To provide a reinforcement component for reinforcing a concrete wall that can securely compress a filler filled in a reinforcement hole, improves binding strength between the reinforcement component and the concrete wall, and has advantage in ensuring reinforcement strength of the concrete wall.SOLUTION: Even when a compression rotation component 22 rotates and, accordingly, a filler compression rod 18 is about to rotate, rotation of a reinforcement component 12 accompanying the rotation of the compression rotation component 22 is inhibited because the filler compression rod 18's tip part 1802 including a fixation component 20 is attached in an unrotatable manner to a bottom 14B of a reinforcement hole 14 using a tip part attaching filler 16A. Accordingly, the compression rotation component 22 can be securely moved to the side of the bottom 14B of the reinforcement hole 14, which enables secure compression of a reinforcement component attaching filler 16B filled in the reinforcement hole 14.SELECTED DRAWING: Figure 4
【課題】補強用孔に充填した充填材を確実に圧縮でき、補強部材とコンクリート壁との結合強度を向上させ、コンクリート壁の補強強度を確保する上で有利なコンクリート壁の補強用の補強部材を提供する。【解決手段】圧縮用回転部材２２の回転に伴って充填材圧縮用ロッド１８が回転しようとしても、先部取り付け用充填材１６Ａにより定着部材２０を含む充填材圧縮用ロッド１８の先部１８０２が補強用孔１４の底部１４Ｂに回転不能に取り付けられているので、圧縮用回転部材２２の回転に伴う補強部材１２の回転が阻止され、圧縮用回転部材２２を確実に補強用孔１４の底部１４Ｂ側に移動させることができ、補強用孔１４に充填した補強部材取り付け用充填材１６Ｂを確実に圧縮することができる。【選択図】図４
REINFORCEMENT METHOD FOR CONCRETE WALL
To provide a reinforcement component for reinforcing a concrete wall that can securely compress a filler filled in a reinforcement hole, improves binding strength between the reinforcement component and the concrete wall, and has advantage in ensuring reinforcement strength of the concrete wall.SOLUTION: Even when a compression rotation component 22 rotates and, accordingly, a filler compression rod 18 is about to rotate, rotation of a reinforcement component 12 accompanying the rotation of the compression rotation component 22 is inhibited because the filler compression rod 18's tip part 1802 including a fixation component 20 is attached in an unrotatable manner to a bottom 14B of a reinforcement hole 14 using a tip part attaching filler 16A. Accordingly, the compression rotation component 22 can be securely moved to the side of the bottom 14B of the reinforcement hole 14, which enables secure compression of a reinforcement component attaching filler 16B filled in the reinforcement hole 14.SELECTED DRAWING: Figure 4
【課題】補強用孔に充填した充填材を確実に圧縮でき、補強部材とコンクリート壁との結合強度を向上させ、コンクリート壁の補強強度を確保する上で有利なコンクリート壁の補強用の補強部材を提供する。【解決手段】圧縮用回転部材２２の回転に伴って充填材圧縮用ロッド１８が回転しようとしても、先部取り付け用充填材１６Ａにより定着部材２０を含む充填材圧縮用ロッド１８の先部１８０２が補強用孔１４の底部１４Ｂに回転不能に取り付けられているので、圧縮用回転部材２２の回転に伴う補強部材１２の回転が阻止され、圧縮用回転部材２２を確実に補強用孔１４の底部１４Ｂ側に移動させることができ、補強用孔１４に充填した補強部材取り付け用充填材１６Ｂを確実に圧縮することができる。【選択図】図４
REINFORCEMENT METHOD FOR CONCRETE WALL
コンクリート壁の補強工法
HIRANO KATSUNORI (author) / SASATANI TERUMASA (author)
2020-04-16
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste