港珠澳大桥非通航孔桥钻孔平台施工方案比选

Comparison and Selection of Construction Schemes for Boring Platform of Non-Navigable Span Bridge of Hong Kong-Zhuhai-Macao Bridge

港珠澳大桥CB05标非通航孔桥为跨径85m的钢-混组合连续梁桥,采用钢管复合桩基础,每墩均由6根钢管复合桩组成,全桥共372根。针对该桥结构特点和施工难点,桩基础施工提出了"钢管桩+型钢"结构的普通钻孔平台(方案1)和"整体桁架式"结构的整体钻孔平台(方案2)施工方案,通过文明施工、安全环保、施工工效及经济性方面的比选,采用方案2施工。在工厂内将钻孔平台零散构件按标准化要求加工成型后,组焊成整体桁架式结构,利用船舶整体运输至墩位,再采用吊船整体安装或整体拆除倒用,完成钻孔平台施工。该方案有效地缩短了钻孔平台逐墩转换的间歇时间,具有高效、安全、环保、节能、快速等优势。

The non‐navigable span bridge of Contract CB05 of the Hong Kong‐Zhuhai‐Macao Bridge is a 85‐m span steel and concrete continuous composite girder bridge .The foundations for the piers of the bridge are the ones of steel pipe composite piles .At each pier ,6 composite piles are provided and there are totally 372 piles for the whole bridge .In the light of the structural fea‐tures and construction difficulties of the bridge ,the construction schemes of a common boring plat‐form of the＂steel pipe piles＋ sectional steels＂ structure （Scheme 1） and an integral boring plat‐form of the＂integral steel truss type＂structure （Scheme 2） were proposed for construction of the foundations .T hrough comparison of those aspects of the civilization construction ,safety ,environ‐ment protection ,construction efficiency and construction cost ,it was determined that the Scheme 2 should be selected .For the Scheme 2 ,the components of the boring platform were all fabricated in workshop following the standardization requirements and were welded into the integral steel truss structure .The steel truss structure was then transported by ship to the pier site where the structure would be installed or integrally removed for repeated usage at other pier sites by floating crane and at this stage , the construction of the boring platform was completed . The selected Scheme 2 can effectively shorten the time interval of shifting the platform from pier site to pier site and has advantages of high efficiency , safety , environment protection , energy saving and fast speed .