A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of high-altitude multi-layer large-cantilever steel reinforced concrete composite structure
The invention mainly relates to the field of buildings, in particular to a construction method of a high-altitude multi-layer large-cantilever steel reinforced concrete composite structure. The method comprises the five steps of S1, BIM modeling, S2, stress calculation, simulation and analysis, S3, stiff structure construction, S4, non-stiff structure construction and S5, upper floor cantilever steel reinforced concrete composite structure construction. The high-altitude multi-layer large-cantilever steel reinforced concrete composite structure is constructed step by step by adopting a layered and segmented construction method, so that the safety influence of the construction process on the structure is minimum; the overhanging formwork support is erected, and the construction process is simulated and analyzed, so that the use amount and the service life of turnover materials are greatly reduced on the premise of ensuring the construction safety, and the construction period and the high-place operation time are obviously reduced; the high-altitude multi-layer large-cantilever steel reinforced concrete composite structure is installed in a segmented mode, the influence of each time of construction is reduced, the construction safety is guaranteed, the construction quality can be better guaranteed, and the high-altitude multi-layer large-cantilever steel reinforced concrete composite structure has good economic benefits and social benefits.
本发明主要涉及建筑领域，具体的说是一种高空多层大悬挑型钢混凝土组合结构施工方法。本方法包括S1.BIM建模、S2.受力计算模拟分析、S3.劲性结构施工、S4.非劲性结构施工、S5.上部楼层悬挑型钢混凝土组合结构施工五个步骤；采用分层分段施工的方法分步骤进行高空多层大悬挑型钢混凝土组合结构施工，保证施工过程对结构的安全影响最小；搭设悬挑支模架并进行施工过程模拟分析，在保证施工安全的前提下大大降低了周转材料的用量、使用周期，明显的减少了施工工期以及高处作业的时间；高空多层大悬挑型钢混凝土组合结构分段安装，降低了每一次施工的影响，保障了施工的安全性，更有利于施工质量的保证，具有良好的经济效益与社会效益。
Construction method of high-altitude multi-layer large-cantilever steel reinforced concrete composite structure
The invention mainly relates to the field of buildings, in particular to a construction method of a high-altitude multi-layer large-cantilever steel reinforced concrete composite structure. The method comprises the five steps of S1, BIM modeling, S2, stress calculation, simulation and analysis, S3, stiff structure construction, S4, non-stiff structure construction and S5, upper floor cantilever steel reinforced concrete composite structure construction. The high-altitude multi-layer large-cantilever steel reinforced concrete composite structure is constructed step by step by adopting a layered and segmented construction method, so that the safety influence of the construction process on the structure is minimum; the overhanging formwork support is erected, and the construction process is simulated and analyzed, so that the use amount and the service life of turnover materials are greatly reduced on the premise of ensuring the construction safety, and the construction period and the high-place operation time are obviously reduced; the high-altitude multi-layer large-cantilever steel reinforced concrete composite structure is installed in a segmented mode, the influence of each time of construction is reduced, the construction safety is guaranteed, the construction quality can be better guaranteed, and the high-altitude multi-layer large-cantilever steel reinforced concrete composite structure has good economic benefits and social benefits.
本发明主要涉及建筑领域，具体的说是一种高空多层大悬挑型钢混凝土组合结构施工方法。本方法包括S1.BIM建模、S2.受力计算模拟分析、S3.劲性结构施工、S4.非劲性结构施工、S5.上部楼层悬挑型钢混凝土组合结构施工五个步骤；采用分层分段施工的方法分步骤进行高空多层大悬挑型钢混凝土组合结构施工，保证施工过程对结构的安全影响最小；搭设悬挑支模架并进行施工过程模拟分析，在保证施工安全的前提下大大降低了周转材料的用量、使用周期，明显的减少了施工工期以及高处作业的时间；高空多层大悬挑型钢混凝土组合结构分段安装，降低了每一次施工的影响，保障了施工的安全性，更有利于施工质量的保证，具有良好的经济效益与社会效益。
Construction method of high-altitude multi-layer large-cantilever steel reinforced concrete composite structure
一种高空多层大悬挑型钢混凝土组合结构施工方法
DONG CHUANYI (author) / XI XIAO (author) / WANG FUZHU (author) / LYU JUNQIANG (author) / LIANG XUELEI (author)
2022-07-29
Patent
Electronic Resource
Chinese
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