岩土与地下工程 2025年 第卷 第07期

DOI: 10.7672 / sgjs2025070118

砂卵石填充条件下类喀斯特地貌河床埋置承台围堰施工关键技术

唐栋梁,阮泽莲,曹鑫林

作者简介:

唐栋梁,高级工程师,项目总工程师,E⁃mail:195407395@ qq. com

作者单位:

中交二航局第二工程有限公司,重庆 401120

基金项目:

∗中交二航局科技立项:山区河流深厚卵石填充条件下的沟槽式河床埋置承台施工工艺研究

摘要:

泸州市榕山长江大桥 2 号主墩处河床地貌奇特,呈现凸石、沟槽、卵石填充等“类喀斯特”地貌特点,在此地质条件下进行埋置承台施工尚无先例。针对项目特点,提出了套管旋挖钻引孔、钢板桩嵌岩、砂泥混合料填充止水成套施工技术,成功解决了“类喀斯特”地貌河床等复杂地质条件下埋置承台围堰成槽开挖及围堰止水施工难题。详细介绍了该埋置承台围堰结构设计以及施工过程中的引孔、止水、开挖等关键技术。

English:

The riverbed landform at the No. 2 main pier of the Rongshan Yangtze River Bridge in LuzhouCity is unique, showing karst⁃like landform characteristics such as convex stone, groove, and pebblefilling, etc. There is no precedent for the construction of embedded caps under this geological condition.According to the characteristics of the project, a complete set of construction technology of casing rotarydrilling guiding hole, steel sheet pile rock embedding, sand⁃mud mixture filling and water⁃stopping isproposed,which successfully solves the problems of trench excavation and cofferdam water⁃stoppingconstruction of buried cap cofferdam under complex geological conditions of “ karst⁃like ” landformriverbed. The structural design of the buried pile cap cofferdam and the key technologies, such as guidingholes,water stopping, excavation in the construction process are introduced in detail.