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A platform for research: civil engineering, architecture and urbanism
Integral hoisting process for steel structure
The invention discloses an integral hoisting process for a steel structure. The integral hoisting process comprises the steps that a processing plant prepares foundation supporting columns, temporary supporting components, steel structure columns, steel structure beams and connecting structural parts according to drawings; the foundation supporting columns prepared in the factory in the first step are transported to a construction site, and foundation pit backfilling is conducted after the foundation supporting columns are arranged according to the fixed-point lofting positions; temporary supporting components are fixedly installed at the upper ends of the foundation supporting columns, and the steel structure beams and the steel structure columns are assembled into a steel structure frame through connecting structural components; the bottom of the steel structure frame is rotationally connected with the temporary supporting component, the steel structure frame rotates around the temporary supporting component through hoisting equipment so that the bottom of the steel structure frame can be in butt joint with the foundation supporting column, and the foundation supporting column, the connecting structural component and the steel structure frame are fixedly connected; according to the steel structure hoisting process, during hoisting and splicing, the steel structure frame can rotate through the temporary supporting components, rapid butt joint between modules is achieved, and installation and fixing are convenient.
本发明公开了一种钢结构整体吊装工艺，包括：加工厂根据图纸制备地基支柱、临时支撑构件、钢结构柱、钢结构梁和连接结构件；将步骤一中工厂制备的地基支柱运至施工现场，并根据定点放样位置设置地基支柱后进行基坑回填；在地基支柱处上端固定安装临时支撑构件，并将钢结构梁与钢结构柱通过连接结构件组装成钢结构框架；将钢结构框架底部与临时支撑构件转动连接，并通过吊装设备使钢结构框架以临时支撑构件转动使钢结构框架底部对接地基支柱，将地基支柱、连接结构件和钢结构框架固定连接；该钢结构吊装工艺吊装拼接时钢结构框架可通过临时支撑构件转动，实现模块之间的快速对接，方便进行安装固定。
Integral hoisting process for steel structure
The invention discloses an integral hoisting process for a steel structure. The integral hoisting process comprises the steps that a processing plant prepares foundation supporting columns, temporary supporting components, steel structure columns, steel structure beams and connecting structural parts according to drawings; the foundation supporting columns prepared in the factory in the first step are transported to a construction site, and foundation pit backfilling is conducted after the foundation supporting columns are arranged according to the fixed-point lofting positions; temporary supporting components are fixedly installed at the upper ends of the foundation supporting columns, and the steel structure beams and the steel structure columns are assembled into a steel structure frame through connecting structural components; the bottom of the steel structure frame is rotationally connected with the temporary supporting component, the steel structure frame rotates around the temporary supporting component through hoisting equipment so that the bottom of the steel structure frame can be in butt joint with the foundation supporting column, and the foundation supporting column, the connecting structural component and the steel structure frame are fixedly connected; according to the steel structure hoisting process, during hoisting and splicing, the steel structure frame can rotate through the temporary supporting components, rapid butt joint between modules is achieved, and installation and fixing are convenient.
本发明公开了一种钢结构整体吊装工艺，包括：加工厂根据图纸制备地基支柱、临时支撑构件、钢结构柱、钢结构梁和连接结构件；将步骤一中工厂制备的地基支柱运至施工现场，并根据定点放样位置设置地基支柱后进行基坑回填；在地基支柱处上端固定安装临时支撑构件，并将钢结构梁与钢结构柱通过连接结构件组装成钢结构框架；将钢结构框架底部与临时支撑构件转动连接，并通过吊装设备使钢结构框架以临时支撑构件转动使钢结构框架底部对接地基支柱，将地基支柱、连接结构件和钢结构框架固定连接；该钢结构吊装工艺吊装拼接时钢结构框架可通过临时支撑构件转动，实现模块之间的快速对接，方便进行安装固定。
Integral hoisting process for steel structure
一种钢结构整体吊装工艺
LI DONGHUI (author) / LI BINGYIN (author) / LI RUI (author) / LI XIANG (author) / SHEN HANBIN (author) / GUO ZIKANG (author)
2024-01-30
Patent
Electronic Resource
Chinese
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