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Reinforced concrete - concatenated structure and building construction manner null of to cylinder and steel-frame

机译:钢筋混凝土-级联结构和建筑施工方式,仅适用于圆柱体和钢框架

摘要

PURPOSE: To reduce the number of processes to allow construction in a short period and at a lower cost. ;CONSTITUTION: A reinforced concrete column 1 consists of a column mainframe 10 and an approximately U-shaped beam joint 20 protruded from the column mainframe to the side and opened upward and toward the end. Steel frame beams 3, 4 are jointed to the beam joint 20 by placing concrete. In such a state that framework combining plates 31, 41 mounted on the steel frame beams 3, 4 block the end opening 21 in the beam joint 20, the ends of the steel frame beams 3, 4 are arranged in the beam joint 20. During such jointing work, jointing between the beam joint 20 and the steel frame beams 3, 4 and groundsill are performed at the same time by placing concrete on slab frameworks arranged on the steel frame beams 3, 4 and in the beam joint 20.;COPYRIGHT: (C)1995,JPO
机译:目的:减少工序数量,以便在短时间内以较低的成本进行施工。组成:钢筋混凝土柱1由柱主体10和大约U形的梁接头20组成,梁接头20从柱主体伸出到侧面,并向上并向末端敞开。通过放置混凝土将钢制框架梁3、4接合到梁接头20。在安装在钢制框架梁3、4上的框架结合板31、41阻塞梁接头20中的端部开口21的状态下,钢框架梁3、4的端部布置在梁接头20中。通过将混凝土放置在布置在钢框架梁3、4上的平板框架上和梁接头20中,同时进行梁节点20与钢框架梁3、4和地基之间的接合。 :(C)1995,日本特许厅

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