首页> 外国专利> FLOOR PORTION CONNECTING METHOD OF A PRECAST CONCRETE COLUMN USING HEAD STEEL BARS CAPABLE OF IMPROVING QUAKE-RESISTANCE PERFORMANCE

FLOOR PORTION CONNECTING METHOD OF A PRECAST CONCRETE COLUMN USING HEAD STEEL BARS CAPABLE OF IMPROVING QUAKE-RESISTANCE PERFORMANCE

机译:利用能提高抗震性能的顶杆连接预制混凝土楼板的地板部分的方法

摘要

PURPOSE: A floor portion connecting method of a precast concrete column using head steel bars is provided to improve the construction processes effectively and economically through head steel bars.;CONSTITUTION: A floor portion connecting method of a precast concrete column using head steel bars is composed as follows. Some portion of a main bar is exposed to cope with the length of the joint of the mid-portion between floors and the other portion is cut. The main bars exposed on an upper column and a lower column are arranged not to be overlapped(S10). The upper column and the lower column are arranged in a joining portion and attached to the end portion of a column(S20). The exposed main bar is fastened through a shear reinforcement bar(S30). Forms are installed in the joining portion(S40). Concrete is poured and cured in the joining portion enclosed by the forms(S50). The forms are removed after the curing is complete.;COPYRIGHT KIPO 2012
机译:目的:提供一种采用顶头钢筋的预制混凝土柱的地板连接方法,以通过顶头钢筋有效,经济地改善施工过程。;组成:一种采用顶头钢筋的预制混凝土柱的地板连接方法如下。露出主杆的一部分以应对地板之间的中间部分的接头长度,而另一部分被切掉。暴露在上列和下列上的主条布置成不重叠(S10)。上柱和下柱布置在连接部分中并附接到柱的端部(S20)。裸露的主钢筋通过抗剪钢筋固定(S30)。将表格安装在连接部分中(S40)。将混凝土浇注并固化在由模板包围的连接部分中(S50)。固化完成后,表格将被删除。; COPYRIGHT KIPO 2012

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