超危模板支撑监测分析

Monitoring and Analysis of Ultra Hazardous Template Support

本文依托甘肃省科学院高技术产业园项目对工程中超跨梁与超集中线荷载部分(创新孵化大厦D段职工活动室和创新孵化大厦E段学术报告厅)的支架水平、竖向位移和立杆倾角进行监测。通过分析各项目的监测数据可知:支架水平与竖向位移累积量均未超过预警值及报警值;立杆X、Y方向的倾角累积变化值均未超过报警值。本文研究可为类似工程项目的设计和施工提供一定参考。

This article relies on the Gansu Academy of Sciences High-tech Industrial Park project to monitor the support horizontal,vertical displacement and the pole inclination angle of the super span beams and super concentrated line loads in the engineering(the staff activity room of section D of the Innovation Incubation Building and the academic lecture hall of section E of the Innovation Incubation Building).By analyzing the monitoring data of each project,it can be concluded that the cumulative quality of the horizontal support and vertical displacement has not exceeded the warning and alarm values.The cumulative change value of inclination angle in the X and Y directions of the pole does not exceed the alarm value.The study of this paper can provide some reference for the design and construction of the similar engineering projects.