南水北调中线工程北排河排洪渡槽设计

Design of flood discharge aqueduct of Beipai River of Middle Route Project of South-to-North Water Diversion

针对南水北调中线一期工程北排河排洪渡槽设计流量大、荷载大、施工技术要求高等特点,通过对渡槽上、下部结构形式的受力特性、施工难度、工期等研究比选,确定了渡槽上部结构采用预应力混凝土简支梁方案,并且按单线单槽布置;在考虑了渡槽工程区地形地质条件后,渡槽下部墩身采用桩柱式桥墩,桩基础按嵌岩柱进行设计。经对北排河排洪渡槽3种基本工况进行分析计算,证明其结果满足规范要求。

According to the characteristics of flood discharge aqueduct of Beipai River of Middle Route Project of South-to-North Water Diversion, including large design discharge, high grade of loads and strict requirements for construction, we have studied the loading features of the upper and lower parts of the aqueduct, and compared the construction difficulty and schedule, the pre-stressed concrete simple supported beam scheme is adopted for the upper structure, which is a single trough in a single line. With consideration of the geological conditions of the engineering area, columnar pier was selected as lower pier of the aque-duct, and rock-socketed pile is designed as the foundation of the pier. Through analysis and calculation aiming at 3 basic cases of the aqueduct, the results meet the requirements and specifications.