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FIBER REINFORCED CONCRETE MEMBER AND MANUFACTURING METHOD THEREOF
To provide a fiber reinforced concrete member capable of controlling the orientation of fibers in concrete and a manufacturing method thereof.SOLUTION: In a fiber reinforced concrete member 1 which has a plate-like part 3 composed of fiber-reinforced concrete containing fibers 2, a wall thickness dimension L1 of the plate-like part 3 is smaller than a length L2 of the fibers 2. In particular, the length L2 of the fiber 2 is preferably larger than 1.4 times the wall thickness dimension L1 of the plate-like part 3.SELECTED DRAWING: Figure 1
【課題】コンクリート内での繊維の配向性を制御可能な繊維補強コンクリート部材およびその製造方法を提供する。【解決手段】繊維２を含有する繊維補強コンクリートにて構成された板状部３を有する繊維補強コンクリート部材１において、板状部３の肉厚寸法Ｌ１が、繊維２の長さＬ２よりも小さいことを特徴とする。特に、繊維２の長さＬ２は、板状部３の肉厚寸法Ｌ１の１．４倍よりも大きいものが好ましい。【選択図】図１
FIBER REINFORCED CONCRETE MEMBER AND MANUFACTURING METHOD THEREOF
To provide a fiber reinforced concrete member capable of controlling the orientation of fibers in concrete and a manufacturing method thereof.SOLUTION: In a fiber reinforced concrete member 1 which has a plate-like part 3 composed of fiber-reinforced concrete containing fibers 2, a wall thickness dimension L1 of the plate-like part 3 is smaller than a length L2 of the fibers 2. In particular, the length L2 of the fiber 2 is preferably larger than 1.4 times the wall thickness dimension L1 of the plate-like part 3.SELECTED DRAWING: Figure 1
【課題】コンクリート内での繊維の配向性を制御可能な繊維補強コンクリート部材およびその製造方法を提供する。【解決手段】繊維２を含有する繊維補強コンクリートにて構成された板状部３を有する繊維補強コンクリート部材１において、板状部３の肉厚寸法Ｌ１が、繊維２の長さＬ２よりも小さいことを特徴とする。特に、繊維２の長さＬ２は、板状部３の肉厚寸法Ｌ１の１．４倍よりも大きいものが好ましい。【選択図】図１
FIBER REINFORCED CONCRETE MEMBER AND MANUFACTURING METHOD THEREOF
繊維補強コンクリート部材およびその製造方法
MURATA HIROSHI (Autor:in)
18.01.2023
Patent
Elektronische Ressource
Japanisch
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