应用研究 2025年 第卷 第02期

DOI: 10 7672 / sgjs2025020058

大跨度钢网壳卸载过程温度响应模拟与实测研究

王金荣¹,王秀丽²’³,赵晨晟¹,罗晓舟²’³,张琦明¹,苟宝龙²’³

作者简介:

王金荣,工程师,E⁃mail:530364052@ qq. com

作者单位:

1. 甘肃建投土木工程建设集团有限责任公司,甘肃 兰州 730070; 2. 兰州理工大学土木工程学院,甘肃 兰州 730050; 3. 西部土木工程防灾减灾教育部工程研究中心,甘肃 兰州 730050

基金项目:

∗国家自然科学基金(51778273);甘肃省住房和城乡建设厅建设科技项目(JK2020⁃26)

摘要:

对于常出现大温差、骤降温度、太阳辐射等特殊环境的沙漠地区,强温度作用对处于施工阶段的空间结构产生较大影响. 以民勤文体中心体育馆网壳卸载过程为例,运用支座位移法模拟分析双层网壳卸载施工过程,并对卸载过程中结构不同边界条件及不同温度作用进行参数化分析,同时结合健康监测的温度、应力及变形数据,分析温度效应对结构卸载阶段的影响. 结果表明,太阳辐射作用和边界约束条件的改变会直接影响卸载过程中应力变化规律,固定约束下仅考虑自重的卸载应力仅为温度应力的 10% ~ 30%;在实际施工过程中,大跨度钢结构考虑温度影响的模拟值更趋近实测值,需考虑特殊温度环境对结构力学性能的影响.

English:

For desert areas where special environments such as large temperature differences, suddentemperature drops, and strong solar radiation often occur, the strong temperature effect will have asignificant impact on the spatial structure during the construction phase. Taking the unloading process ofthe reticulated shell of Minqin Sports Center Gymnasium as an example, the support displacement methodis used to simulate and analyze the unloading construction process of the double⁃layer reticulated shell,and parametric analysis of different boundary conditions and different temperature effects of the structureduring the unloading process is carried out. At the same time, combined with the temperature, stress anddeformation data of health monitoring, the impact of temperature effects on the unloading stage of thestructure is analyzed. The results indicate that the effect of solar radiation and changes in boundaryconstraints directly affect the stress variation law during the unloading process. Under fixed constraints,the unloading stress considering only self weight is only 10% ~ 30% of the temperature stress. In actualconstruction, the calculated value of large⁃span steel structure considering temperature effect is closer tothe measured value, and the influence of special temperature environment on structural mechanicsperformance needs to be considered.