首页|甘露山文创城冰雪综合体高区钢结构累积提升技术

甘露山文创城冰雪综合体高区钢结构累积提升技术

扫码查看
以甘露山文创城冰雪综合体高区钢结构为研究对象,针对其超高、超重、跨度大、倾斜坡度大、悬挑端质量集中、内部空腔尺寸大的特点,提出低位拼装累积提升技术.由于施工阶段结构受力情况与设计状态不同,需对施工全过程进行仿真分析,基于模拟数据进行构造加固、提升平台设计及提升设备配置.提升状态下,通过计算机监测系统和全站仪分别监测各提升吊点受力及位移,根据实测数据动态微调各吊点高度,确保提升过程同步、平稳、安全.与此同时,对关键杆件进行各阶段应力监测,监测结果均不超过警戒值,验证了施工方案可行性.
Cumulative Lifting Technology of High-zone Steel Structure for Ice-snow Complex in Ganlu Mountain Literary and Creation City
Taking high-zone steel structure of Ice-snow Complex in Ganlu Mountain Literary and Creation City as the research object,aiming at the difficulties of super high,overweight,large span,large inclined slope,concentrated mass at the cantilever end and large internal cavity size,the construction technology of low-position assembly and cumulative lifting is proposed.Due to the difference between the structural stress and the design state in the construction stage,it is necessary to simulate and analyze the whole construction process.Based on the simulation data,the structural reinforcement,lifting platform design and lifting equipment configuration are carried out.In the lifting state,the force and displacement of each lifting point are monitored by the computer monitoring system and the total station respectively,and the height of each lifting point is dynamically fine-tuned according to the measured data to ensure the synchronization,stability and safety of the lifting process.At the same time,the stress monitoring for key rods at each stage is carried out,and the monitoring results do not exceed the warning value,which verifies the feasibility of the construction scheme.

steel structuresliftingsimulation analysismonitoringstressdisplacement

熊文辉、陆通、彭晶、马建、胡登飞、杜振东、胡龙龙

展开 >

武汉建工集团股份有限公司,湖北 武汉 430056

钢结构 提升 仿真分析 监测 应力 位移

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(14)