摘要
结合哈尔滨轨道交通3号线靖宇公园站-清真寺站区间盾构机侧穿重要历史保护建筑的实际情况,提出了两种不同的保护设计方案。着重分析了建(构)筑物在采取不同的保护设计方案后的沉降结果,并与监测结果进行比较。结果表明:双线盾构施工结束后,采用特殊浆液的洞内保护措施能够使重要历史保护建筑的沉降满足控制标准。
Two different protection schemes are proposed as the shield machine has to drive through an important historical conservation building in the interval between Jingyu Park Station and Mosque Station of Harbin Rail Transit Line 3.The settlement results of the building(structure)under dfferent protection design schemes are analyzed and compared with the monitoring results.The results show that the settlement of the important historical conservation building meets the control standard through adopting the tunnel protection measures with special slurry fter the completion of double line tunnels.
出处
《隧道与轨道交通》
2022年第2期66-68,82,共4页
Tunnel and Rail Transit