地铁下穿某建筑物的结构变形性能及振动影响评估
                    
                    作者简介:
王炯文,工程师,E-mail:840628203@ qq. com
                    作者单位:
1.陕西省建筑科学研究院有限公司,陕西西安 710082; 2.中联西北工程设计研究院有限公司,陕西西安 710077; 3.西安工业大学,陕西西安 710021
                    基金项目:
∗陕西省省级国有资本经营预算科技创新专项资金项目( ZXZJ-2024-015);陕西省建筑科学研究院科研项目( 2023-11-458,2024-1-503,2025-1-545)
                    摘要:
某下穿新建地铁既有建筑使用过程中多处开裂,为分析地铁行驶时振动对该建筑的影响,进行现场踏勘和检测,持续监测墙体裂缝宽度、倾斜变形和沉降变形,并在地铁未运行和运行时分别测试动力特性与振动响应,根据国家规范进行该建筑安全性和抗震性鉴定以及振动对上部承重结构影响的安全性和使用性等级评定,综合分析地铁振动影响下建筑物结构变形性能和振动影响,并对后续加固处理提出建议。
                    
                    
                    
English:
During the service life of an existing building that was crossed by a newly constructed subwayfrom below, multiple cracks occurred. In order to analyze the impact of the vibrations generated by thesubway during operation on this building, on-site surveys and inspections were carried out. The width ofthe cracks on the walls, the inclined deformation, and the settlement deformation were continuouslymonitored. The dynamic characteristics and vibration responses were respectively tested when the subwaywas not in operation and when it was in operation. In accordance with national codes and standards, thesafety and seismic performance of the building were appraised, and the safety and serviceability gradeevaluation of the impact of the vibrations on the upper load-bearing structure was conducted. Acomprehensive analysis was made of the structural deformation performance and vibration influence of thebuilding under the influence of the subwayvibrations, and suggestions were put forward for thesubsequent reinforcement treatment.