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Turnover type steel supporting joint installation method
The invention discloses a turnover type steel supporting node installation method, and particularly relates to the technical field of supporting node installation, and the method comprises the following specific steps: S1, prefabricated member processing, S2, prefabricated member size verification, S3, prefabricated member repair verification, S4, supporting node installation, S5, supporting node graph scanning comparison, S6, supporting node stress verification, and S7, supporting node image verification. According to the method, the length, width and height of each structure of the prefabricated part are measured through a measuring instrument, the problem that a component needing to be repaired is scratched on the prefabricated part is marked, the scratches are evenly smeared with a filling agent, it is ensured that the whole groove is filled with the filling agent, and when the turnover type steel supporting node is installed, detection fulcrums are constructed in real time; after the turnover type steel supporting node is installed, the installation accuracy can be greatly improved, loosening in the later period is avoided, and installation is firmer.
本发明公开了一种可周转型钢支撑节点安装方法,具体涉及支撑节点安装技术领域,包括具体步骤如下:S1、预制件加工,S2、预制件尺寸核验,S3、预制件修复核验,S4、支撑节点安装,S5、支撑节点图形扫描比对,S6、支撑节点受力核对,S7、支撑节点图像核对。本发明采用预制件采用测量仪对预制件各个结构进行长宽高测量,标识出需要修复的构件在预制件上划伤问题,将填补剂均匀地涂抹在划痕上,并确保填补剂填满整个凹槽,可周转型钢支撑节点进行安装时,实时施工检测支点,安装可周转型钢支撑节点后会大幅度提高安装精确性,避免后期出现松散,安装更加牢固。
Turnover type steel supporting joint installation method
The invention discloses a turnover type steel supporting node installation method, and particularly relates to the technical field of supporting node installation, and the method comprises the following specific steps: S1, prefabricated member processing, S2, prefabricated member size verification, S3, prefabricated member repair verification, S4, supporting node installation, S5, supporting node graph scanning comparison, S6, supporting node stress verification, and S7, supporting node image verification. According to the method, the length, width and height of each structure of the prefabricated part are measured through a measuring instrument, the problem that a component needing to be repaired is scratched on the prefabricated part is marked, the scratches are evenly smeared with a filling agent, it is ensured that the whole groove is filled with the filling agent, and when the turnover type steel supporting node is installed, detection fulcrums are constructed in real time; after the turnover type steel supporting node is installed, the installation accuracy can be greatly improved, loosening in the later period is avoided, and installation is firmer.
本发明公开了一种可周转型钢支撑节点安装方法,具体涉及支撑节点安装技术领域,包括具体步骤如下:S1、预制件加工,S2、预制件尺寸核验,S3、预制件修复核验,S4、支撑节点安装,S5、支撑节点图形扫描比对,S6、支撑节点受力核对,S7、支撑节点图像核对。本发明采用预制件采用测量仪对预制件各个结构进行长宽高测量,标识出需要修复的构件在预制件上划伤问题,将填补剂均匀地涂抹在划痕上,并确保填补剂填满整个凹槽,可周转型钢支撑节点进行安装时,实时施工检测支点,安装可周转型钢支撑节点后会大幅度提高安装精确性,避免后期出现松散,安装更加牢固。
Turnover type steel supporting joint installation method
一种可周转型钢支撑节点安装方法
LIU QUANBAO (Autor:in) / DAI QINGWEN (Autor:in) / KANG SHASHA (Autor:in) / NIU JINWU (Autor:in) / SHEN LIQIANG (Autor:in)
10.09.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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