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作 者:李云超 侯禹辰 刘坤[1] 祝阿龙 刘迪 LI Yun-chao;HOU Yu-chen;LIU Kun;ZHU A-long;LIU Di(No.3 Co.,Ltd.of China Railway Tunnel Group Co.,Ltd.,Shenzhen,Guangdong 518000,China;Shenzhen-Zhongshan Link Administration Center,Zhongshan,Guangdong 528400,China)
机构地区:[1]中铁隧道集团三处有限公司,广东深圳518000 [2]深中通道管理中心,广东中山528400
出 处:《中国港湾建设》2023年第7期84-88,99,共6页China Harbour Engineering
基 金:广东省重点领域研发计划项目(2019B111105002);中铁股份公司重大科研课题项目(20190702);中铁隧道局重大科研课题(201819)
摘 要:为解决浅滩海域、低净空以及既有桥梁结构对旋喷桩施工的影响,结合深中通道东人工岛工程,对海上移动作业平台+接杆旋喷桩施工技术展开研究并投入生产应用。工程实践表明:1)移动作业平台+接杆旋喷桩施工技术有效地解决了海上旋喷桩施工存在的技术难题,作业平台的适用性广泛;2)基于理论计算公式的提速动态调控手段可较好地保证旋喷桩施工质量,水泥用量的偏差率仅为2.4%;3)施工过程对既有桥梁结构的影响主要表现为顺桥向的水平位移,变形值在-1.3~1.7 mm范围波动,满足极敏感建(构)筑物的高控变要求。In order to overcome the influence of shallow seas,low headroom and existing bridge structure on the construction of jet grouting piles,the construction technology of mobile working platform+jet grouting with connecting rods at sea was studied and put into practical application,based on the contraction practice of the East Artificial Island of Shenzhen-Zhongshan Link.Engineering practice shows that:1)the construction technology of mobile working platform+jet grouting with connecting rods effectively solves the technical problems in jet grouting pile construction at sea and the working platform has a wider applicable range;2)the dynamic speed control system based on theoretical calculation formulae can better ensure the quality of jet grouting pile construction,and the deviation rate of cement dosage is only 2.4%;3)the impact of the construction process on the existing bridge structure is mainly manifested in horizontal displacement in the down-bridge direction and the deformation value fluctuates in the range of-1.3~1.7 mm,which meets the high requirements for deformation control of extremely sensitive buildings(structures).
关 键 词:深中通道 旋喷桩 移动作业平台 既有桥梁 施工技术
分 类 号:U655.55[交通运输工程—港口、海岸及近海工程]
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