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Installation method of steel reinforced concrete structure medium-sized steel column
The invention discloses a mounting method of a steel reinforced concrete structure medium-sized steel column, and relates to the technical field of steel reinforced concrete structures. The mounting method of the steel reinforced concrete structure medium-sized steel column comprises the steps that an embedded steel column is vertically arranged, a butt-joint steel column is hoisted to the position above the embedded steel column, and the lower end of the butt-joint steel column abuts against the upper end of the embedded steel column; the butt-joint section steel column is pre-connected with the pre-buried section steel column through a connecting device, and the perpendicularity of the butt-joint section steel column is adjusted; and after the perpendicularity of the butt-joint section steel column is adjusted to be qualified, the butt-joint section steel column and the embedded section steel column are temporarily fixed through a connecting device, the lower end of the butt-joint section steel column and the upper end of the embedded section steel column are welded together, and the connecting device is detached after welding is completed. The butt-joint section steel column and the embedded section steel column are fixedly connected before welding, the butt-joint section steel column can be prevented from swinging along with wind in the welding process, deviation of the butt-joint section steel column is avoided, and then the installation precision of the section steel column is improved.
本申请公开了一种型钢混凝土结构中型钢柱的安装方法,涉及型钢混凝土结构技术领域。该型钢混凝土结构中型钢柱的安装方法,包括:将预埋型钢柱竖向设置,将对接型钢柱吊至预埋型钢柱的上方,并使对接型钢柱的下端与预埋型钢柱的上端抵接;将对接型钢柱通过连接装置与预埋型钢柱预连接,调整对接型钢柱的垂直度;当对接型钢柱的垂直度调整合格后,将对接型钢柱通过连接装置与预埋型钢柱临时固定,将对接型钢柱的下端与预埋型钢柱的上端焊接在一起,焊接完成后拆除连接装置。本申请通过在焊接之前将对接型钢柱与预埋型钢柱固定连接,可以防止在焊接过程中对接型钢柱随风摆动,避免对接型钢柱偏位,进而提高了型钢柱的安装精度。
Installation method of steel reinforced concrete structure medium-sized steel column
The invention discloses a mounting method of a steel reinforced concrete structure medium-sized steel column, and relates to the technical field of steel reinforced concrete structures. The mounting method of the steel reinforced concrete structure medium-sized steel column comprises the steps that an embedded steel column is vertically arranged, a butt-joint steel column is hoisted to the position above the embedded steel column, and the lower end of the butt-joint steel column abuts against the upper end of the embedded steel column; the butt-joint section steel column is pre-connected with the pre-buried section steel column through a connecting device, and the perpendicularity of the butt-joint section steel column is adjusted; and after the perpendicularity of the butt-joint section steel column is adjusted to be qualified, the butt-joint section steel column and the embedded section steel column are temporarily fixed through a connecting device, the lower end of the butt-joint section steel column and the upper end of the embedded section steel column are welded together, and the connecting device is detached after welding is completed. The butt-joint section steel column and the embedded section steel column are fixedly connected before welding, the butt-joint section steel column can be prevented from swinging along with wind in the welding process, deviation of the butt-joint section steel column is avoided, and then the installation precision of the section steel column is improved.
本申请公开了一种型钢混凝土结构中型钢柱的安装方法,涉及型钢混凝土结构技术领域。该型钢混凝土结构中型钢柱的安装方法,包括:将预埋型钢柱竖向设置,将对接型钢柱吊至预埋型钢柱的上方,并使对接型钢柱的下端与预埋型钢柱的上端抵接;将对接型钢柱通过连接装置与预埋型钢柱预连接,调整对接型钢柱的垂直度;当对接型钢柱的垂直度调整合格后,将对接型钢柱通过连接装置与预埋型钢柱临时固定,将对接型钢柱的下端与预埋型钢柱的上端焊接在一起,焊接完成后拆除连接装置。本申请通过在焊接之前将对接型钢柱与预埋型钢柱固定连接,可以防止在焊接过程中对接型钢柱随风摆动,避免对接型钢柱偏位,进而提高了型钢柱的安装精度。
Installation method of steel reinforced concrete structure medium-sized steel column
一种型钢混凝土结构中型钢柱的安装方法
YANG WENJIANG (author) / CAI JINSHENG (author) / LI YONG (author) / LUO LI (author) / LEI QIANG (author)
2024-02-06
Patent
Electronic Resource
Chinese
REINFORCED CONCRETE COLUMN/STEEL COLUMN/STEEL BEAM JOINT STRUCTURE
European Patent Office | 2016
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