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A platform for research: civil engineering, architecture and urbanism
Large-span roof steel beam sliding construction method and monitoring system
The invention provides a large-span roof steel beam sliding construction method and a monitoring system, and belongs to the technical field of building construction.The large-span roof steel beam sliding construction method comprises the steps that S1, modeling is conducted, specifically, model building is conducted on a roof steel beam according to a drawing based on Revit; s2, simulation operation: carrying out simulation installation according to a drawing based on the roof steel structure model; s3, optimizing the scheme, and obtaining the optimization scheme based on the simulation operation process and the model slippage process; s4, actual construction is carried out, and field construction operation is carried out based on the optimization scheme; s5, position detection is conducted, specifically, the sliding position of the steel beam is monitored; and S6, position correction is carried out according to the monitoring data of the sliding position. The problems that when a steel beam moves on a rail, position deviation exists, no means for monitoring the position deviation of the steel beam exists, the moving speed of the steel beam is determined by the friction force between the steel beam and a sliding rail, the position deviation of the steel beam cannot be judged in time due to the fact that the moving speed of the steel beam is too high, and follow-up construction is affected are solved.
本发明提供了一种大跨度屋面钢梁滑移施工方法及监测系统，属于建筑施工技术领域，包括S1，建模，基于Revit根据图纸对屋面钢梁进行模型的建造；S2，模拟操作，基于屋面钢结构模型根据图纸进行模拟安装；S3，优化方案，基于模拟操作的过程和模型滑移的过程，得到优化方案；S4，实际施工，基于优化方案进行实地施工操作；S5，位置检测，对钢梁的滑移位置进行监测；S6，根据滑移位置的监测数据进行位置纠正。解决了在钢梁在轨道上移动时，会存在位置偏差，没有对钢梁位置偏移进行监测的手段，并且钢梁与滑轨的摩擦力决定了钢梁移动的速度，而钢梁移动的速度过快无法及时的判断钢梁位置的偏移，影响后续的施工的问题。
Large-span roof steel beam sliding construction method and monitoring system
The invention provides a large-span roof steel beam sliding construction method and a monitoring system, and belongs to the technical field of building construction.The large-span roof steel beam sliding construction method comprises the steps that S1, modeling is conducted, specifically, model building is conducted on a roof steel beam according to a drawing based on Revit; s2, simulation operation: carrying out simulation installation according to a drawing based on the roof steel structure model; s3, optimizing the scheme, and obtaining the optimization scheme based on the simulation operation process and the model slippage process; s4, actual construction is carried out, and field construction operation is carried out based on the optimization scheme; s5, position detection is conducted, specifically, the sliding position of the steel beam is monitored; and S6, position correction is carried out according to the monitoring data of the sliding position. The problems that when a steel beam moves on a rail, position deviation exists, no means for monitoring the position deviation of the steel beam exists, the moving speed of the steel beam is determined by the friction force between the steel beam and a sliding rail, the position deviation of the steel beam cannot be judged in time due to the fact that the moving speed of the steel beam is too high, and follow-up construction is affected are solved.
本发明提供了一种大跨度屋面钢梁滑移施工方法及监测系统，属于建筑施工技术领域，包括S1，建模，基于Revit根据图纸对屋面钢梁进行模型的建造；S2，模拟操作，基于屋面钢结构模型根据图纸进行模拟安装；S3，优化方案，基于模拟操作的过程和模型滑移的过程，得到优化方案；S4，实际施工，基于优化方案进行实地施工操作；S5，位置检测，对钢梁的滑移位置进行监测；S6，根据滑移位置的监测数据进行位置纠正。解决了在钢梁在轨道上移动时，会存在位置偏差，没有对钢梁位置偏移进行监测的手段，并且钢梁与滑轨的摩擦力决定了钢梁移动的速度，而钢梁移动的速度过快无法及时的判断钢梁位置的偏移，影响后续的施工的问题。
Large-span roof steel beam sliding construction method and monitoring system
一种大跨度屋面钢梁滑移施工方法及监测系统
YANG YONGJUN (author) / XU XIAOYANG (author) / LIU GAOFENG (author) / ZHANG YING (author) / DING WENLING (author) / MA WANJUN (author) / HONG LEI (author) / DU YUNQIU (author)
2024-04-12
Patent
Electronic Resource
Chinese
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