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Method for erecting masonry construction operation platform in elevator shaft
The invention discloses a method for erecting a masonry construction operation platform in an elevator shaft. The method comprises the following steps of before erecting, preparing profile steel, a batten and a template, fixedly connecting a convex block to the lower side near one end of the profile steel, forming a rope threading hole at the other end of the profile steel, connecting a rope through the rope threading hole, during erection, clamping one end of the section steel at the edge of the current layer of structural beam through the convex block, gradually loosening the rope on the upper layer of structural beam until the other end of the profile steel is upwards and slightly obliquely clamped on the structural shear wall, sequentially clamping a row of profile steel, paving a row of battens on the profile steel, paving a template on the battens, finishing the construction of the current layer of masonry on the current layer of operating platform, and then transferring the profile steel, the battens and the formworks to the next layer, and erecting an operation platform of the next layer. According to the method, self-stabilization of the operation platform is achieved, the erecting mode is safe and simple, operation is easy, and labor and material cost is saved.
本发明公开了一种电梯井内砌体施工操作平台搭设方法，搭设前，准备型钢、木方和模板，在型钢的一端附近下侧固连凸块、另一端开设穿绳孔并通过穿绳孔连接绳索，搭设时，先将型钢的一端通过凸块卡在当前层结构梁的边缘，然后在上一层结构梁上逐渐松开绳索，直至型钢的另一端向上略微倾斜的卡在结构剪力墙上，依次卡放一排型钢后，在型钢上铺设一排木方，在木方上铺设模板，然后在当前层操作平台上完成当前层砌体施工，然后转移型钢、木方和模板至下一层，搭设下一层操作平台。本方法实现了操作平台的自稳固，搭设方式安全、简单，操作简单，节省了人工和材料成本。
Method for erecting masonry construction operation platform in elevator shaft
The invention discloses a method for erecting a masonry construction operation platform in an elevator shaft. The method comprises the following steps of before erecting, preparing profile steel, a batten and a template, fixedly connecting a convex block to the lower side near one end of the profile steel, forming a rope threading hole at the other end of the profile steel, connecting a rope through the rope threading hole, during erection, clamping one end of the section steel at the edge of the current layer of structural beam through the convex block, gradually loosening the rope on the upper layer of structural beam until the other end of the profile steel is upwards and slightly obliquely clamped on the structural shear wall, sequentially clamping a row of profile steel, paving a row of battens on the profile steel, paving a template on the battens, finishing the construction of the current layer of masonry on the current layer of operating platform, and then transferring the profile steel, the battens and the formworks to the next layer, and erecting an operation platform of the next layer. According to the method, self-stabilization of the operation platform is achieved, the erecting mode is safe and simple, operation is easy, and labor and material cost is saved.
本发明公开了一种电梯井内砌体施工操作平台搭设方法，搭设前，准备型钢、木方和模板，在型钢的一端附近下侧固连凸块、另一端开设穿绳孔并通过穿绳孔连接绳索，搭设时，先将型钢的一端通过凸块卡在当前层结构梁的边缘，然后在上一层结构梁上逐渐松开绳索，直至型钢的另一端向上略微倾斜的卡在结构剪力墙上，依次卡放一排型钢后，在型钢上铺设一排木方，在木方上铺设模板，然后在当前层操作平台上完成当前层砌体施工，然后转移型钢、木方和模板至下一层，搭设下一层操作平台。本方法实现了操作平台的自稳固，搭设方式安全、简单，操作简单，节省了人工和材料成本。
Method for erecting masonry construction operation platform in elevator shaft
电梯井内砌体施工操作平台搭设方法
LIAO HONGYU (author) / MENG XIAODONG (author) / FU WANGHUA (author) / XIE KEYONG (author)
2021-09-21
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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