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Steel pipe support assisted 40-meter beam splicing wide erection construction method
The invention discloses a steel pipe support assisted 40-meter beam splicing wide erection construction method which comprises three-splicing I-shaped steel. The number and the position of locking buckle blocks are matched with the number and the position of locking buckle grooves, and locking bolts are arranged on the locking buckle grooves. According to the construction method, the locking buckle groove is formed in the outer wall of the lower end of a steel pipe supporting column, the locking buckle groove is a trapezoidal structure, the locking buckle groove is annularly distributed in the steel pipe supporting column, and the shape of the locking buckle block is matched with that of the locking buckle groove; and the number and the position of the locking buckle blocks are matched with the number and the position of the locking buckle grooves, and the steel pipe supporting column is connected with the supporting base in a buckling and locking mode through the locking buckle blocks, the locking buckle grooves and the locking bolts so that the steel pipe supporting columns of the device are conveniently and stably buckled and installed, and more convenience is achieved.
本发明公开了钢管支架辅助40米梁拼宽架设施工工法,包括三拼工字钢,所述锁定扣块的数量和位置与锁定扣槽的数量和位置相匹配,且锁定扣槽上设有锁紧螺栓。该钢管支架辅助40米梁拼宽架设施工工法的钢管支撑柱下端外壁设有锁定扣槽,且锁定扣槽为梯形结构,而锁定扣槽于钢管支撑柱上呈环形位置分布,而且锁定扣块的形状与锁定扣槽的形状相匹配,并且锁定扣块的数量和位置与锁定扣槽的数量和位置相匹配,而钢管支撑柱通过锁定扣块、锁定扣槽和锁紧螺栓与支撑底座呈扣合锁定连接,这样使得该装置的钢管支撑柱方便稳定扣合安装,更方便。
Steel pipe support assisted 40-meter beam splicing wide erection construction method
The invention discloses a steel pipe support assisted 40-meter beam splicing wide erection construction method which comprises three-splicing I-shaped steel. The number and the position of locking buckle blocks are matched with the number and the position of locking buckle grooves, and locking bolts are arranged on the locking buckle grooves. According to the construction method, the locking buckle groove is formed in the outer wall of the lower end of a steel pipe supporting column, the locking buckle groove is a trapezoidal structure, the locking buckle groove is annularly distributed in the steel pipe supporting column, and the shape of the locking buckle block is matched with that of the locking buckle groove; and the number and the position of the locking buckle blocks are matched with the number and the position of the locking buckle grooves, and the steel pipe supporting column is connected with the supporting base in a buckling and locking mode through the locking buckle blocks, the locking buckle grooves and the locking bolts so that the steel pipe supporting columns of the device are conveniently and stably buckled and installed, and more convenience is achieved.
本发明公开了钢管支架辅助40米梁拼宽架设施工工法,包括三拼工字钢,所述锁定扣块的数量和位置与锁定扣槽的数量和位置相匹配,且锁定扣槽上设有锁紧螺栓。该钢管支架辅助40米梁拼宽架设施工工法的钢管支撑柱下端外壁设有锁定扣槽,且锁定扣槽为梯形结构,而锁定扣槽于钢管支撑柱上呈环形位置分布,而且锁定扣块的形状与锁定扣槽的形状相匹配,并且锁定扣块的数量和位置与锁定扣槽的数量和位置相匹配,而钢管支撑柱通过锁定扣块、锁定扣槽和锁紧螺栓与支撑底座呈扣合锁定连接,这样使得该装置的钢管支撑柱方便稳定扣合安装,更方便。
Steel pipe support assisted 40-meter beam splicing wide erection construction method
钢管支架辅助40米梁拼宽架设施工工法
NONG XIANFENG (author) / QIN ZHENBO (author) / LAN SHUXIONG (author) / LAN YUSHENG (author) / HUANG RIXIAN (author) / YANG ZHANFENG (author) / FENG WEIBIN (author) / HUANG HONGLIANG (author) / LIANG HUAYONG (author) / LAN DONGJIE (author)
2022-02-01
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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