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Arched steel structure integral hoisting construction method
The invention discloses an arched steel structure integral hoisting construction method, and belongs to the technical field of building installation engineering. The arched steel structure integral hoisting construction method comprises the following steps of: 1, creating an arched steel structure BIM model; 2, detecting whether a problem exists in the model or not; 3, calculating and analyzing deformation displacement of a component when the component is hoisted by utilizing numerical simulation software MIDAS GEN 2017 version; 4, analyzing deformation displacement of an arched steel structure; 5, setting the most reasonable and economical hoisting point on the premise of ensuring the structural safety; 6, performing analogue construction simulation in combination with the actual situation of the site; and 7, guiding specific construction on site. According to the arched steel structure integral hoisting construction method, an BIM technology and a numerical simulation method are applied to arched steel structure construction, the problems existing in arched steel structure construction are solved, the arched steel structure construction efficiency and construction safety are improved, and benefits are brought to engineering construction.
本发明公开了一种拱形钢结构整体吊装施工方法,属于建筑安装工程技术领域。本发明的步骤为:一、创建拱形钢结构BIM模型;二、检测模型中是否存在问题;三、利用数值模拟软件MIDAS GEN 2017版计算分析构件起吊时构件的变形位移量;四、分析拱形钢结构变形位移量;五、在保证结构安全的前提下,取最合理、最经济的起吊点;六、结合现场实际情况进行仿真施工模拟;七、指导现场具体施工。本发明将BIM技术和数值模拟方法运用于拱形钢结构施工当中,解决拱形钢结构施工中存在的问题,提高拱形钢结构施工效率和施工安全,给工程建设带来效益。
Arched steel structure integral hoisting construction method
The invention discloses an arched steel structure integral hoisting construction method, and belongs to the technical field of building installation engineering. The arched steel structure integral hoisting construction method comprises the following steps of: 1, creating an arched steel structure BIM model; 2, detecting whether a problem exists in the model or not; 3, calculating and analyzing deformation displacement of a component when the component is hoisted by utilizing numerical simulation software MIDAS GEN 2017 version; 4, analyzing deformation displacement of an arched steel structure; 5, setting the most reasonable and economical hoisting point on the premise of ensuring the structural safety; 6, performing analogue construction simulation in combination with the actual situation of the site; and 7, guiding specific construction on site. According to the arched steel structure integral hoisting construction method, an BIM technology and a numerical simulation method are applied to arched steel structure construction, the problems existing in arched steel structure construction are solved, the arched steel structure construction efficiency and construction safety are improved, and benefits are brought to engineering construction.
本发明公开了一种拱形钢结构整体吊装施工方法,属于建筑安装工程技术领域。本发明的步骤为:一、创建拱形钢结构BIM模型;二、检测模型中是否存在问题;三、利用数值模拟软件MIDAS GEN 2017版计算分析构件起吊时构件的变形位移量;四、分析拱形钢结构变形位移量;五、在保证结构安全的前提下,取最合理、最经济的起吊点;六、结合现场实际情况进行仿真施工模拟;七、指导现场具体施工。本发明将BIM技术和数值模拟方法运用于拱形钢结构施工当中,解决拱形钢结构施工中存在的问题,提高拱形钢结构施工效率和施工安全,给工程建设带来效益。
Arched steel structure integral hoisting construction method
一种拱形钢结构整体吊装施工方法
WANG SHENJIE (Autor:in)
07.08.2020
Patent
Elektronische Ressource
Chinesisch
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