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A platform for research: civil engineering, architecture and urbanism
Construction method of giant inclined strut structure
The invention provides a construction method of a giant inclined strut structure, which belongs to the technical field of giant inclined strut installation and comprises the following steps: step 1, establishing a three-dimensional analysis model for the giant inclined strut structure, and formulating a reasonable deformation pre-adjustment value in a mode of combining three-dimensional analysis software simulation assembly and factory entity pre-assembly; 2, according to the deformation preset value, giant inclined struts are installed section by section from bottom to top; and thirdly, the tops of the giant inclined struts and a truss at the top of the building are folded and installed. According to the construction method of the giant inclined strut structure, three-dimensional analysis software simulation assembly and factory entity pre-assembly are combined, the deformation condition of each section of inclined strut in the installation process is accurately known, pre-control over the installation precision of the giant inclined strut is achieved, corresponding control over deformation is conducted in advance according to the set deformation pre-adjustment value, and the installation precision of the giant inclined strut is improved. Deformation of the giant inclined strut is effectively controlled, installation precision is guaranteed, and construction efficiency is improved.
本发明提供一种巨型斜撑结构施工方法，属于巨型斜撑安装技术领域，包括以下步骤：步骤一、对巨型斜撑结构建立三维分析模型，通过三维分析软件模拟拼装与工厂实体预拼装相结合的方式，制定合理变形预调值；步骤二、根据变形预调值，从下往上逐节安装巨型斜撑；步骤三、将巨型斜撑顶部与建筑顶部的桁架合拢安装。本发明提供的巨型斜撑结构施工方法，通过三维分析软件模拟拼装与工厂实体预拼装相结合，精确知道安装过程中各段斜撑的变形情况，实现了巨型斜撑安装精度的预控，根据制定的变形预调值，提前对变形进行对应的控制，有效控制巨型斜撑的变形，保证了安装精度，提高了施工效率。
Construction method of giant inclined strut structure
The invention provides a construction method of a giant inclined strut structure, which belongs to the technical field of giant inclined strut installation and comprises the following steps: step 1, establishing a three-dimensional analysis model for the giant inclined strut structure, and formulating a reasonable deformation pre-adjustment value in a mode of combining three-dimensional analysis software simulation assembly and factory entity pre-assembly; 2, according to the deformation preset value, giant inclined struts are installed section by section from bottom to top; and thirdly, the tops of the giant inclined struts and a truss at the top of the building are folded and installed. According to the construction method of the giant inclined strut structure, three-dimensional analysis software simulation assembly and factory entity pre-assembly are combined, the deformation condition of each section of inclined strut in the installation process is accurately known, pre-control over the installation precision of the giant inclined strut is achieved, corresponding control over deformation is conducted in advance according to the set deformation pre-adjustment value, and the installation precision of the giant inclined strut is improved. Deformation of the giant inclined strut is effectively controlled, installation precision is guaranteed, and construction efficiency is improved.
本发明提供一种巨型斜撑结构施工方法，属于巨型斜撑安装技术领域，包括以下步骤：步骤一、对巨型斜撑结构建立三维分析模型，通过三维分析软件模拟拼装与工厂实体预拼装相结合的方式，制定合理变形预调值；步骤二、根据变形预调值，从下往上逐节安装巨型斜撑；步骤三、将巨型斜撑顶部与建筑顶部的桁架合拢安装。本发明提供的巨型斜撑结构施工方法，通过三维分析软件模拟拼装与工厂实体预拼装相结合，精确知道安装过程中各段斜撑的变形情况，实现了巨型斜撑安装精度的预控，根据制定的变形预调值，提前对变形进行对应的控制，有效控制巨型斜撑的变形，保证了安装精度，提高了施工效率。
Construction method of giant inclined strut structure
一种巨型斜撑结构施工方法
ZHANG XINHE (author) / GUO FAQIANG (author) / WANG HONGJUN (author) / FENG JIAN (author) / MA XIN (author) / NIU HUIYONG (author) / LUO LONG (author) / MA JIANWEI (author) / WU YUE (author)
2024-08-13
Patent
Electronic Resource
Chinese
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