复杂环境下深水深埋承台钢板桩围堰施工技术

Steel Sheet Pile Cofferdam Construction Technology of Deep Water Buried Base Slab in Complex Environment

摘要:

东江特大桥采用左侧分离加宽方式，新桥设置在旧桥左侧（上游侧）1 m外，紧邻旧高速环境下，给施工带来极大的不便；其中3#、4#墩位于东江中，水深约为12 m，承台埋置于河床以下5.5 m左右的砂砾层上。承台采用超长钢板桩围堰进行施工，封底厚度2.5 m，整个围堰施工水深最深可达20 m。相较于相似项目采用双壁钢围堰或锁扣钢管施工方案，采用钢板桩围堰施工更简单、快速、经济，对今后深水深埋结构物施工具有一段参考价值。

Abstract:

Dongjiang River Bridge is built by using the mode of separating and widening on the left. The new bridge is 1 m away from the left (the upstream side) of the old bridge and is adjacent to the old expressway, which causes great inconvenience to construction, as pier 3# and pier 4# are in Dongjiang River. The water is about 12 m deep. The base slab is buried in the gravel bed about the depth of 5.5 m under the riverbed. The base slab is built by the super-long steel sheet pile cofferdam. The end of the base slab is 2.5 m thick, and the overall cofferdam construction depth reaches up to 20 m. Compared with similar projects which use double-wall steel cofferdam or lock steel tube construction, the steel sheet pile cofferdam construction is easier, faster and more cost-efficient and has some reference values for the construction of deep water buried structure in the future.