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Installation and monitoring construction method for oversized cantilever special-shaped steel truss
The invention discloses an installation and monitoring construction method for a oversized cantilever special-shaped steel truss, relates to the related field of mounting and monitoring construction, and ensures that the structural mounting safety and the stress state meet the design requirements by utilizing the technologies of computer simulation, calculation parameter and monitoring data comparison, feedback and the like to guide the construction. The method comprises the following steps: S1, establishing a steel truss structure deepening design and structure analysis model; s2, manufacturing and pre-assembling steel truss components; s3, monitoring the manufacturing and pre-assembling process of the steel truss component; s4, installing the steel truss on site in a segmented mode; s5, monitoring the installation process of the steel truss; s6, carrying out steel truss unloading construction; s7, monitoring steel truss unloading construction; s8, after the steel truss is installed, carrying out loading forming monitoring in the later stage; and S9, checking and accepting the steel truss structure.
本发明公开了一种超大悬挑异形钢桁架安装及监控施工方法，涉及安装及监控施工相关领域，利用计算机仿真、计算参数与监测数据对比、反馈等技术指导施工，确保结构安装安全及受力状态符合设计要求。包括如下步骤：S1：建立钢桁架结构深化设计和结构分析模型；S2：钢桁架构件制作和预拼装；S3：钢桁架构件制作和预拼装过程监控；S4：钢桁架现场分段安装；S5：钢桁架安装过程监控；S6：钢桁架卸载施工；S7：钢桁架卸载施工监控；S8：钢桁架安装完毕后期阶段加荷成型监控；S9：钢桁架结构验收。
Installation and monitoring construction method for oversized cantilever special-shaped steel truss
The invention discloses an installation and monitoring construction method for a oversized cantilever special-shaped steel truss, relates to the related field of mounting and monitoring construction, and ensures that the structural mounting safety and the stress state meet the design requirements by utilizing the technologies of computer simulation, calculation parameter and monitoring data comparison, feedback and the like to guide the construction. The method comprises the following steps: S1, establishing a steel truss structure deepening design and structure analysis model; s2, manufacturing and pre-assembling steel truss components; s3, monitoring the manufacturing and pre-assembling process of the steel truss component; s4, installing the steel truss on site in a segmented mode; s5, monitoring the installation process of the steel truss; s6, carrying out steel truss unloading construction; s7, monitoring steel truss unloading construction; s8, after the steel truss is installed, carrying out loading forming monitoring in the later stage; and S9, checking and accepting the steel truss structure.
本发明公开了一种超大悬挑异形钢桁架安装及监控施工方法，涉及安装及监控施工相关领域，利用计算机仿真、计算参数与监测数据对比、反馈等技术指导施工，确保结构安装安全及受力状态符合设计要求。包括如下步骤：S1：建立钢桁架结构深化设计和结构分析模型；S2：钢桁架构件制作和预拼装；S3：钢桁架构件制作和预拼装过程监控；S4：钢桁架现场分段安装；S5：钢桁架安装过程监控；S6：钢桁架卸载施工；S7：钢桁架卸载施工监控；S8：钢桁架安装完毕后期阶段加荷成型监控；S9：钢桁架结构验收。
Installation and monitoring construction method for oversized cantilever special-shaped steel truss
一种超大悬挑异形钢桁架安装及监控施工方法
LIU FENGYU (author) / LYU JIAN (author) / GU JIANBING (author) / WENG GUOJIAN (author) / LIU LI (author) / ZHOU XIANG (author) / ZHANG MING (author) / JIANG WENQIN (author) / FANG LI (author) / JIANG GUANGBING (author)
2021-04-13
Patent
Electronic Resource
Chinese
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