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Bailey beam high-altitude formwork erecting construction method
The invention discloses a bailey beam high-altitude formwork erecting construction method which comprises the following steps that S1, an erecting model of a formwork erecting frame, I-shaped steel and a bailey beam is established, and mechanical property calculation and rechecking of all structures are completed; s2, bracket mounting, wherein Bailey beam supporting is completed by mounting brackets; s3, a bailey beam component mounting step: hoisting the bailey beam to a structural layer in sections, and mounting the bailey beam on a bracket or a cantilever beam after splicing is completed; s4, I-shaped steel is installed, specifically, I-shaped steel is hoisted to the position above the bailey beam, and I-shaped steel fixing is completed; s5, a formwork supporting system is installed and used, specifically, the formwork supporting system is erected on the I-shaped steel structural body, and a formwork supporting frame body is dismantled after decorative ceiling construction is completed; and S6, Bailey beams and I-shaped steel are dismantled. According to the method, high-altitude formwork erecting is conducted through the bailey beams, and the safety problem and the construction efficiency problem existing in the traditional technology are solved.
本发明公开了一种贝雷梁高空支模施工方法,所述贝雷梁高空支模施工方法包括如下步骤:S1:建立支模架、工字钢、贝雷梁的搭设模型,并完成各结构力学性能计算及复核;S2:牛腿安装步骤,通过安装牛腿完成贝雷梁支撑;S3:贝雷梁构件安装步骤,将贝雷梁分段吊运至结构层,并在拼接完成后于牛腿上或悬挑梁上完成贝雷梁安装;S4:工字钢安装步骤,将工字钢吊运至贝雷梁之上,并完成工字钢固定;S5:模板支撑系统安装及使用步骤,于工字钢结构体上进行模板支撑体系搭设,并在进行装饰吊顶施工完成后拆除支模架体;S6:贝雷梁及工字钢拆除步骤。本发明方法通过采用贝雷梁进行高空支模,解决了传统技术中存在的安全性问题和施工效率问题。
Bailey beam high-altitude formwork erecting construction method
The invention discloses a bailey beam high-altitude formwork erecting construction method which comprises the following steps that S1, an erecting model of a formwork erecting frame, I-shaped steel and a bailey beam is established, and mechanical property calculation and rechecking of all structures are completed; s2, bracket mounting, wherein Bailey beam supporting is completed by mounting brackets; s3, a bailey beam component mounting step: hoisting the bailey beam to a structural layer in sections, and mounting the bailey beam on a bracket or a cantilever beam after splicing is completed; s4, I-shaped steel is installed, specifically, I-shaped steel is hoisted to the position above the bailey beam, and I-shaped steel fixing is completed; s5, a formwork supporting system is installed and used, specifically, the formwork supporting system is erected on the I-shaped steel structural body, and a formwork supporting frame body is dismantled after decorative ceiling construction is completed; and S6, Bailey beams and I-shaped steel are dismantled. According to the method, high-altitude formwork erecting is conducted through the bailey beams, and the safety problem and the construction efficiency problem existing in the traditional technology are solved.
本发明公开了一种贝雷梁高空支模施工方法,所述贝雷梁高空支模施工方法包括如下步骤:S1:建立支模架、工字钢、贝雷梁的搭设模型,并完成各结构力学性能计算及复核;S2:牛腿安装步骤,通过安装牛腿完成贝雷梁支撑;S3:贝雷梁构件安装步骤,将贝雷梁分段吊运至结构层,并在拼接完成后于牛腿上或悬挑梁上完成贝雷梁安装;S4:工字钢安装步骤,将工字钢吊运至贝雷梁之上,并完成工字钢固定;S5:模板支撑系统安装及使用步骤,于工字钢结构体上进行模板支撑体系搭设,并在进行装饰吊顶施工完成后拆除支模架体;S6:贝雷梁及工字钢拆除步骤。本发明方法通过采用贝雷梁进行高空支模,解决了传统技术中存在的安全性问题和施工效率问题。
Bailey beam high-altitude formwork erecting construction method
一种贝雷梁高空支模施工方法
WANG ZHONGQUAN (author) / LI KUN (author) / LI DAKE (author) / CHEN HEBING (author) / HU CHANG'AN (author) / XU YONG (author) / LI YUNPENG (author) / WANG KAI (author)
2023-07-07
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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