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JOINNING METHOD OF STEEL BEAMS TO PRECAST COLUMNS USING END PLATE CONNECTION

机译:端板连接的钢梁预柱连接方法

摘要

A method of joining a precast steel concrete column and a steel beam by using an end plate is provided to increase structural stability by assembling the steel beam with the precast steel concrete column with a penetration bolt, to reduce construction period by removing curing process of concrete, and to improve rigidity of a building by filling concrete after assembling. A precast steel concrete column(110) with a sheath pipe is prepared to assemble the precast steel concrete column with a steel beam(120), and the steel beam integrally combined with an end plate is prepared. The end plate of the steel beam is contacted to an outside of the precast steel concrete column and combined by a penetration bolt. Neoprene pads(132,142) are fitted between the precast steel concrete column and the steel beam. A hollow is formed in the precast steel concrete column and filled with concrete.
机译:本发明提供了一种通过使用端板将钢混凝土预制柱与钢梁连接的方法,以通过将钢梁与钢混凝土预制柱通过穿入螺栓组装来提高结构稳定性,并通过消除混凝土的固化过程来缩短工期。 ,并通过在组装后填充混凝土来提高建筑物的刚度。制备带有护套管的钢混凝土预制柱(110),以将钢混凝土预制柱与钢梁(120)组装在一起,并制备与端板整体结合的钢梁。钢梁的端板与预制钢筋混凝土柱的外部接触,并通过穿入螺栓结合。氯丁橡胶垫(132,142)安装在预制的混凝土混凝土柱和钢梁之间。在预制的钢混凝土柱中形成空心并填充混凝土。

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