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Construction method for high and large-span space stress wall connecting piece
The invention discloses a construction method for a high and large-span space stress wall connecting piece, which comprises the following construction steps: S1, in a structure construction stage, making a pay-off record, and pre-burying a steel pipe at a steel pipe pre-burying point of a building frame; s2, wall connecting pieces are connected with the outer frame vertical rods, and a plurality of steel pipes are fixed at the steel pipe pre-buried points through fasteners; and S3, a cross bridging is arranged, and the cross bridging and the wall connecting piece are connected through a fastener at the connecting point of the cross bridging and the wall connecting piece. In the current building field, the large-span space design is more and more common, and for the structure, the construction method of the stress wall connecting piece is particularly important. According to the connecting method for the large-span and ultra-high-floor-height outer scaffold wall connecting piece, the safety can be improved when the connecting method is applied to construction, so that the engineering quality and safety are guaranteed, the connecting level of the outer scaffold wall connecting piece is further improved, and a stable construction environment is created.
本发明公开了一种用于高大跨度的空间受力连墙件施工方法,包括以下施工步骤:S1:在结构施工阶段,做好放线记录,在建筑框架的钢管预埋点预埋钢管;S2:将连墙件与外架立杆连接,在钢管预埋点用扣件固定多根钢管;S3:设置剪刀撑,并与连墙件在剪刀撑与连墙件连接点用扣件进行连接。在当今建筑领域,高大跨度的空间设计越来越普遍,对于这类结构,受力连墙件的施工方法显得尤为重要。本专利在大跨度、超层高外脚手架连墙件连接方法,将其运用在施工中可以提升安全性,从而保证工程质量和安全性,进一步提升外脚手架连墙件连接水平,从而创建出稳固施工环境。
Construction method for high and large-span space stress wall connecting piece
The invention discloses a construction method for a high and large-span space stress wall connecting piece, which comprises the following construction steps: S1, in a structure construction stage, making a pay-off record, and pre-burying a steel pipe at a steel pipe pre-burying point of a building frame; s2, wall connecting pieces are connected with the outer frame vertical rods, and a plurality of steel pipes are fixed at the steel pipe pre-buried points through fasteners; and S3, a cross bridging is arranged, and the cross bridging and the wall connecting piece are connected through a fastener at the connecting point of the cross bridging and the wall connecting piece. In the current building field, the large-span space design is more and more common, and for the structure, the construction method of the stress wall connecting piece is particularly important. According to the connecting method for the large-span and ultra-high-floor-height outer scaffold wall connecting piece, the safety can be improved when the connecting method is applied to construction, so that the engineering quality and safety are guaranteed, the connecting level of the outer scaffold wall connecting piece is further improved, and a stable construction environment is created.
本发明公开了一种用于高大跨度的空间受力连墙件施工方法,包括以下施工步骤:S1:在结构施工阶段,做好放线记录,在建筑框架的钢管预埋点预埋钢管;S2:将连墙件与外架立杆连接,在钢管预埋点用扣件固定多根钢管;S3:设置剪刀撑,并与连墙件在剪刀撑与连墙件连接点用扣件进行连接。在当今建筑领域,高大跨度的空间设计越来越普遍,对于这类结构,受力连墙件的施工方法显得尤为重要。本专利在大跨度、超层高外脚手架连墙件连接方法,将其运用在施工中可以提升安全性,从而保证工程质量和安全性,进一步提升外脚手架连墙件连接水平,从而创建出稳固施工环境。
Construction method for high and large-span space stress wall connecting piece
用于高大跨度的空间受力连墙件施工方法
LIU KANG (author) / LIU JIA (author) / CHEN WEIHENG (author)
2024-08-23
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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