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Calculation of Hongdu Bridge Foundation Construction

机译:洪都大桥基础施工计算

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Hongdu Bridge is an extraordinarily huge bride across northern branch Ganjiang River, in the city of Nanchang. Main tower adopted single column slanted pylon space twist face back cable structure. Its construction is based on double-wall cofferdam method. The paper discuss thecalculation of key step and key position for the key technology in terms of double-wall cofferdam and platform underwater construction, Which include the design of the base construction and double-wall cofferdam,steel cofferdam construction, the calculation and checking of the cofferdam and so on. The whole length of 9.5 km, except the starting period of about 2.4 km for roadbed type, the other sections of approximately 7 km. The project always invests about 18 Billion yuan.
机译:洪都大桥是一个巨大的新娘,横跨南昌市赣江北支。主塔采用单列斜塔式空间扭曲面后部电缆结构。它的建造是基于双壁围堰法。本文从双层围堰和平台水下施工的角度讨论了关键技术的关键步骤和关键位置的计算,包括基础施工和双层围堰的设计,钢围堰的施工,计算和验算。围堰等。全长9.5公里,除了路基式的起步期约2.4公里外,其他路段约7公里。该项目总投资约180亿元。

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