发明名称 BAR ARRANGEMENT STRUCTURE OF CONCRETE BEAM AND METHOD FOR EXECUTION OF BAR ARRANGEMENT
摘要 PROBLEM TO BE SOLVED: To provide a bar arrangement structure of a concrete beam and a method for its execution superior in reducing an amount of reinforcement bars used and simplifying the bar arrangement while enabling shortening a period for delivery, quality stabilization and reduction in cost by unifying the lengths without causing problems of a structure regulation concerning a position of reinforcing bar joint, strength and reliability. SOLUTION: The invention is applied in a reinforced concrete beam 3 or a steel frame reinforced concrete beam provided along a bearing wall. An upper edge reinforcement 12 and a lower edge reinforcement 13 are composed of a pair of reinforcing bars A<SB>1</SB>, A<SB>2</SB>with expanded diameter heads arranged at the both edges of the beam and an intermediate reinforcing bar B. The reinforcing bar with the expanded diameter head A<SB>1</SB>, A<SB>2</SB>has an expanded diameter head Aa at one end while the expanded diameter head Aa is embedded into the concrete of a reinforced concrete column 2. The reinforcing bar with the expanded diameter head A<SB>1</SB>, A<SB>2</SB>is prepared as a standardized product having a unified length by the reinforcing-bar manufacturer. COPYRIGHT: (C)2009,JPO&INPIT
申请公布号 JP2009114810(A) 申请公布日期 2009.05.28
申请号 JP20070292043 申请日期 2007.11.09
申请人 DAI ICHI HIGH FREQUENCY CO LTD;TANAKA MUTSUMI 发明人 FUKUDA AKIRA;TANAKA MUTSUMI
分类号 E04C5/16;E04C5/18;E04G21/12 主分类号 E04C5/16
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