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Section steel combined triangular supporting formwork and external protection scaffold construction technology
The invention discloses a profile steel combined triangular supporting formwork and an outer protection scaffold construction technology. The construction technology comprises the following steps that S1, deepened design is conducted; s2, tripod factory processing and entering; s3, a bolt hole positioning and paying-off sleeve is reserved; s4, steel stand column installation; s5, tripod installation; s6, erecting an I-shaped steel auxiliary beam and an outer protection frame; S7, laying a safety net, and fixing a scaffold board and an unloading steel wire rope; s8, a formwork system is erected; s9, steel bar binding and concrete pouring; s10, the profile steel combined triangular supporting formwork and the outer protection frame are dismantled. The construction method is easy and fast to install and dismantle, and the construction efficiency is high; a stress system is stable and reasonable, safety and reliability are high, and safety construction of a concrete oversized cantilever structure formwork system and an outer protection frame can be effectively guaranteed.
本发明公开一种型钢组合三角支撑模架及外防护脚手架施工技术,包括如下步骤:S1、深化设计;S2、三角架工厂加工进场;S3、螺栓孔定位放线套管预留;S4、钢立柱安装;S5、三角架安装;S6、工字钢辅梁及外防护架搭设S7、铺安全网、脚手板及卸荷钢丝绳固定;S8、模架体系搭设;S9、钢筋绑扎和混凝土浇筑;S10、型钢组合三角支撑模架及外防护架拆除,本发明安拆操作简单快捷,施工效率高;受力体系稳定合理,安全可靠性高,能够有效保证混凝土超大悬挑结构模架体系和外防护架的安全施工。
Section steel combined triangular supporting formwork and external protection scaffold construction technology
The invention discloses a profile steel combined triangular supporting formwork and an outer protection scaffold construction technology. The construction technology comprises the following steps that S1, deepened design is conducted; s2, tripod factory processing and entering; s3, a bolt hole positioning and paying-off sleeve is reserved; s4, steel stand column installation; s5, tripod installation; s6, erecting an I-shaped steel auxiliary beam and an outer protection frame; S7, laying a safety net, and fixing a scaffold board and an unloading steel wire rope; s8, a formwork system is erected; s9, steel bar binding and concrete pouring; s10, the profile steel combined triangular supporting formwork and the outer protection frame are dismantled. The construction method is easy and fast to install and dismantle, and the construction efficiency is high; a stress system is stable and reasonable, safety and reliability are high, and safety construction of a concrete oversized cantilever structure formwork system and an outer protection frame can be effectively guaranteed.
本发明公开一种型钢组合三角支撑模架及外防护脚手架施工技术,包括如下步骤:S1、深化设计;S2、三角架工厂加工进场;S3、螺栓孔定位放线套管预留;S4、钢立柱安装;S5、三角架安装;S6、工字钢辅梁及外防护架搭设S7、铺安全网、脚手板及卸荷钢丝绳固定;S8、模架体系搭设;S9、钢筋绑扎和混凝土浇筑;S10、型钢组合三角支撑模架及外防护架拆除,本发明安拆操作简单快捷,施工效率高;受力体系稳定合理,安全可靠性高,能够有效保证混凝土超大悬挑结构模架体系和外防护架的安全施工。
Section steel combined triangular supporting formwork and external protection scaffold construction technology
一种型钢组合三角支撑模架及外防护脚手架施工技术
LIU JINZHONG (author) / HUANG KAI (author) / WEI DEWEI (author) / MA FUBO (author) / ZHOU XIAOKUN (author) / CUI JUNPENG (author)
2024-04-26
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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