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Steel beam component hoisting and splicing construction method
The invention discloses a steel beam component hoisting and splicing construction method. The method comprises the construction process that a steel beam component hoisting structure is constructed, so that an operator can walk on the four sides of the top of a vertical steel beam component. An operator can tread on the front platform pedal, the rear platform pedal, the left platform pedal and the right platform pedal on the four sides of the vertical steel beam component to walk, and the operator can conduct bolt connection operation on the four faces of the top of the vertical steel beam component to be in butt joint with the transverse steel beam component. The problems that the construction efficiency is reduced and the potential safety hazard is large due to the fact that the hanging basket for constructing the standing environment on the single side of the distributed steel beam needs to be reinstalled and adjusted are solved.
本发明公开了一种钢梁构件吊装拼接施工方法,包括:构建出钢梁构件吊装结构使作业人员能在竖向钢梁构件顶部四面进行行走的施工过程。作业人员可踩踏在竖向钢梁构件四侧的前平台踏板、后平台踏板、左平台踏板、右平台踏板上进行行走,实现作业人员对竖向钢梁构件顶部四面进行螺栓连接操作作业对接横向钢梁构件,解决了分布钢梁单侧边构建站立环境的吊篮需进行重新安装调整导致降低施工效率及安全隐患大的问题。
Steel beam component hoisting and splicing construction method
The invention discloses a steel beam component hoisting and splicing construction method. The method comprises the construction process that a steel beam component hoisting structure is constructed, so that an operator can walk on the four sides of the top of a vertical steel beam component. An operator can tread on the front platform pedal, the rear platform pedal, the left platform pedal and the right platform pedal on the four sides of the vertical steel beam component to walk, and the operator can conduct bolt connection operation on the four faces of the top of the vertical steel beam component to be in butt joint with the transverse steel beam component. The problems that the construction efficiency is reduced and the potential safety hazard is large due to the fact that the hanging basket for constructing the standing environment on the single side of the distributed steel beam needs to be reinstalled and adjusted are solved.
本发明公开了一种钢梁构件吊装拼接施工方法,包括:构建出钢梁构件吊装结构使作业人员能在竖向钢梁构件顶部四面进行行走的施工过程。作业人员可踩踏在竖向钢梁构件四侧的前平台踏板、后平台踏板、左平台踏板、右平台踏板上进行行走,实现作业人员对竖向钢梁构件顶部四面进行螺栓连接操作作业对接横向钢梁构件,解决了分布钢梁单侧边构建站立环境的吊篮需进行重新安装调整导致降低施工效率及安全隐患大的问题。
Steel beam component hoisting and splicing construction method
一种钢梁构件吊装拼接施工方法
HUANG LONGHENG (Autor:in) / FU GUICHAO (Autor:in) / CUI BINGZHENG (Autor:in) / WANG ZHENJIANG (Autor:in) / WEN XINYU (Autor:in) / HUANG JUNSHU (Autor:in)
20.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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