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Inverted hanging type sliding assembly method for roof steel structure of large waste incineration power plant
An inverted hanging type sliding assembling method for a roof steel structure of a large waste incineration power plant comprises the steps that the distance between stand columns used for installing the roof steel structure is measured, the roof steel structure is clearly divided into several sections, the structural size of each section of the roof steel structure is deepened, and each section of the roof steel structure is manufactured; the number and the structure size of temporary connecting beams used for connecting all the sections of roof steel structures in the pushing process are calculated, all the temporary connecting beams are manufactured, and sliding shoes are arranged at the bottoms of all the temporary connecting beams; arranging a flat loading platform; a sliding rail, a pushing device and a synchronizer are erected along the pushing operation travel path; and then pushing operation is carried out. The method is particularly suitable for installation operation of a roof steel structure with large roof span, high height and difficulty in mechanical occupation, and has the advantages of high automation operation degree, convenience and flexibility in operation, good safety, high reliability, wide application range and high universality.
一种大型垃圾焚烧发电厂屋面钢结构的倒挂式滑移拼装方法，包括测量用于安装屋面钢结构的立柱间距并明确将屋面钢结构分为几段，深化各段屋面钢结构的结构尺寸并制作各段屋面钢结构；计算用于在顶推时连接各段屋面钢结构的临时连接梁的数量和结构尺寸并制作各临时连接梁，在各临时连接梁的底部设有滑靴；设置平装平台；沿顶推作业行径路线架设滑移轨道，顶推器和同步器；之后进行顶推作业。本方法尤其适用屋面跨度大、高度高、机械占位困难的屋面钢结构安装作业，其具有自动化作业程度高，操作方便灵活，安全性好，可靠性高，使用面广，通用性强的优势。
Inverted hanging type sliding assembly method for roof steel structure of large waste incineration power plant
An inverted hanging type sliding assembling method for a roof steel structure of a large waste incineration power plant comprises the steps that the distance between stand columns used for installing the roof steel structure is measured, the roof steel structure is clearly divided into several sections, the structural size of each section of the roof steel structure is deepened, and each section of the roof steel structure is manufactured; the number and the structure size of temporary connecting beams used for connecting all the sections of roof steel structures in the pushing process are calculated, all the temporary connecting beams are manufactured, and sliding shoes are arranged at the bottoms of all the temporary connecting beams; arranging a flat loading platform; a sliding rail, a pushing device and a synchronizer are erected along the pushing operation travel path; and then pushing operation is carried out. The method is particularly suitable for installation operation of a roof steel structure with large roof span, high height and difficulty in mechanical occupation, and has the advantages of high automation operation degree, convenience and flexibility in operation, good safety, high reliability, wide application range and high universality.
一种大型垃圾焚烧发电厂屋面钢结构的倒挂式滑移拼装方法，包括测量用于安装屋面钢结构的立柱间距并明确将屋面钢结构分为几段，深化各段屋面钢结构的结构尺寸并制作各段屋面钢结构；计算用于在顶推时连接各段屋面钢结构的临时连接梁的数量和结构尺寸并制作各临时连接梁，在各临时连接梁的底部设有滑靴；设置平装平台；沿顶推作业行径路线架设滑移轨道，顶推器和同步器；之后进行顶推作业。本方法尤其适用屋面跨度大、高度高、机械占位困难的屋面钢结构安装作业，其具有自动化作业程度高，操作方便灵活，安全性好，可靠性高，使用面广，通用性强的优势。
Inverted hanging type sliding assembly method for roof steel structure of large waste incineration power plant
大型垃圾焚烧发电厂屋面钢结构的倒挂式滑移拼装方法
WAN FALIN (author) / WANG HUI (author) / WU JINGSONG (author) / YANG ZHOU (author) / QIAN HAO (author)
2024-12-27
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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