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Restoration the concrete inside the main reinforcement for the reinforced additional strength die concrete restoration steel pipe pole and the concrete restoration

机译:增强附加强度模具混凝土修复钢管杆和混凝土修复体中主钢筋内部的混凝土修复

摘要

PROBLEM TO BE SOLVED: To provide a concrete filled steel pipe column reinforced by reinforcing bars having excellent fire resistance performance and allowing safe and proper arrangement of a main bar and a hoop bar based on the comprehensive evaluation of a cross section and arrangement of each member constituting the concrete filled steel pipe column reinforced by reinforcing bars and the relation between the strength and a performance in a predetermined period of fire resistance time. ;SOLUTION: In this concrete filled steel pipe column 1 reinforced by reinforcing bars, the main bar 4 and the hoop bar 5 are arranged so that an axial force acting on the column is below the total of an axial force burdening force Nc of the concrete filled steel pipe column except the main bar and the hoop bar in a predetermined period of fire resistance time, an axial force burdening force Ns of the main bar 4 in the predetermined period of fire resistance time, and an axial force burdening force Nf of the hoop bar 5 in the predetermined period of fire resistance time.;COPYRIGHT: (C)2001,JPO
机译:要解决的问题:提供一种用钢筋增强的混凝土钢管柱,其具有优异的耐火性能,并且在综合评估每个构件的横截面和布置的基础上,允许安全,正确地布置主钢筋和箍钢筋。构成用钢筋加固的钢管混凝土柱的强度与在规定的耐火时间内的性能之间的关系。 ;解决方案:在这种用钢筋加固的钢管混凝土柱1中,主钢筋4和箍筋5的布置应使作用在该钢筋上的轴向力小于混凝土轴向力加总力Nc的总和。在规定的耐火时间段内除主筋和箍筋以外的钢管柱,在规定的耐火时间段内主筋4的轴向力负荷力Ns,以及在规定时间内的主力4的轴向力负荷力Nf。在预定的耐火时间内箍箍5。版权所有:(C)2001,日本特许厅

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