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Steel beam installation construction method
The invention relates to steel structure construction, in particular to a steel beam installation construction method. Comprising the following steps: S1, manufacturing a code plate; s2, one end of the stacking plate is installed at the connecting end of the steel beam; s3, the steel beam is hoisted, an upper flange plate and a lower flange plate at one end of the steel beam are flush with the top face and the face of the bracket section of the steel column correspondingly, and the stacking plate is located on the bracket section; s4, straightening and correcting bracket sections of the steel beam and the steel column; s5, the stacking plate and the bracket section are welded; and S6, supporting rods are arranged at the ends, away from the stacking plates, of the steel beams. The problem of temporary connection and fixation of the steel beam is effectively solved, and the installation speed of the steel beam is greatly increased; the mounting precision of the steel beam and the construction quality are guaranteed through the stacking plates and the balance supports; the utilization rate of hoisting machinery is improved, the mechanical cost is saved, and the working efficiency is improved; the stacking plates and the supporting rods can be recycled, the turnover rate of materials is increased, and cost reduction and benefit increase are achieved for projects.
本发明涉及钢结构施工,特别是一种钢梁安装施工方法。包括如下步骤:S1、制作码板;S2、码板的一端安装在钢梁的连接端;S3、钢梁吊装,钢梁一端的上翼缘板和下翼缘板分别与钢柱的牛腿节的顶面和面对齐,码板位于牛腿节上;S4、钢梁与钢柱的牛腿节调直校正;S5、码板与牛腿节焊接;S6、在钢梁的远离码板一端设置支撑杆。本发明有效的解决钢梁的临时连接固定问题,极大地提高钢梁的安装速度;利用码板和平衡支撑来保证钢梁的安装精度,保证施工质量;提高起重机械的利用率,节省机械费用,提高工作效率;码板和支撑杆都可以循环使用,提高材料的周转率,为项目降本增效。
Steel beam installation construction method
The invention relates to steel structure construction, in particular to a steel beam installation construction method. Comprising the following steps: S1, manufacturing a code plate; s2, one end of the stacking plate is installed at the connecting end of the steel beam; s3, the steel beam is hoisted, an upper flange plate and a lower flange plate at one end of the steel beam are flush with the top face and the face of the bracket section of the steel column correspondingly, and the stacking plate is located on the bracket section; s4, straightening and correcting bracket sections of the steel beam and the steel column; s5, the stacking plate and the bracket section are welded; and S6, supporting rods are arranged at the ends, away from the stacking plates, of the steel beams. The problem of temporary connection and fixation of the steel beam is effectively solved, and the installation speed of the steel beam is greatly increased; the mounting precision of the steel beam and the construction quality are guaranteed through the stacking plates and the balance supports; the utilization rate of hoisting machinery is improved, the mechanical cost is saved, and the working efficiency is improved; the stacking plates and the supporting rods can be recycled, the turnover rate of materials is increased, and cost reduction and benefit increase are achieved for projects.
本发明涉及钢结构施工,特别是一种钢梁安装施工方法。包括如下步骤:S1、制作码板;S2、码板的一端安装在钢梁的连接端;S3、钢梁吊装,钢梁一端的上翼缘板和下翼缘板分别与钢柱的牛腿节的顶面和面对齐,码板位于牛腿节上;S4、钢梁与钢柱的牛腿节调直校正;S5、码板与牛腿节焊接;S6、在钢梁的远离码板一端设置支撑杆。本发明有效的解决钢梁的临时连接固定问题,极大地提高钢梁的安装速度;利用码板和平衡支撑来保证钢梁的安装精度,保证施工质量;提高起重机械的利用率,节省机械费用,提高工作效率;码板和支撑杆都可以循环使用,提高材料的周转率,为项目降本增效。
Steel beam installation construction method
钢梁安装施工方法
ZHANG WENPING (author) / JIANG RUI (author) / QIAO LEI (author) / SUN HAI (author)
2024-10-25
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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