南京江心洲长江大桥总体设计

Wei Leyong, Yan Yonglun, Huang Liji, Ma Zeng, Song Yingtong
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引用次数: 0

摘要

本文系统地介绍了南京江心洲长江大桥的总体设计理念。主桥为三塔斜拉桥,纵向菱形索塔,中央双索面。桥跨设计为80+218+600+600+218+80 = 1796m。采用钢-壳复合索塔设计,主梁为高性能钢-粗骨料活性粉末混凝土(CA-RPC)复合梁结构。索塔采用现浇钻孔灌注桩群基础,斜拉索采用钢绞线形式。南北引桥采用分段预制预应力混凝土箱梁。该桥跨径78m,采用预应力波纹钢腹板连续箱梁,首次采用分段预制施工技术。南京江心洲长江大桥主桥采用高性能组合结构,引桥和跨河堤防桥梁采用大型预制装配式结构,使其成为既环保又能满足工业建筑要求的经典工程结构。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Overall Design of the Nanjing Jiangxinzhou Yangtze River Bridge
This paper systematically introduces the overall design concept of the Nanjing Jiangxinzhou Yangtze River Bridge. The main bridge is a three-tower cable-stayed bridge featuring a longitudinal diamond cable tower and dual central cable planes. The bridge span is designed to be a total of 80+218+600+600+218+80 = 1796m. A steel-shell composite cable tower design is adopted, with the main girder including a high-performance steel-coarse aggregate reactive powder concrete(CA-RPC) composite girder structure. The cable tower uses cast-in-situ bored pile group foundations, and the stay cables are formed of steel strands. The south and north approach bridges use segmented prefabricated prestressed concrete box girders. The bridge over the river dyke uses a continuous box girder made of prestressed corrugated steel webs for the 78m span and the construction technology of segmented prefabrication has being used for the first time. Nanjing Jiangxinzhou Yangtze River Bridge has become a classic engineering structure which not only environmentally-friendly, but also meets all requirements of industrial construction attributed to the application of a high-performance composite structure for the main bridge, as well as large-scale prefabricated assembly structures for approach bridges and bridges over river dykes.
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