金塘大桥Ⅱ标非通航孔桥C 26、C 27墩位处水深流急,海床面床基岩裸露,基岩倾斜、起伏变化较大,无法采用常规方法进行钻孔平台施工。路桥集团国际建设股份有限公司采用的整体导管架施工平台方案,为深水、无覆盖层条件下平台的设计、施工提供了宝贵经验,为金塘大桥施工的顺利展开创造了条件。 The water depth and current at C26 and C27 pier of Jintang Bridge Ⅱ non-navigable bridge were exposed. The bedrock of sea bed surface bed was bare with bedrock inclination and undulation. The conventional method was not suitable for drilling platform construction. Luqiao Group International Construction Co., Ltd. used the overall jacket construction platform program for deep water, no cover under the conditions of the platform design and construction provided valuable experience for the smooth construction of Jintang Bridge to create the conditions.