STUDY OF KEY TECHNICAL ISSUES OF ROCK-BOLT CRANE GIRDER FOR XIAOWAN PROJECT
YANG Yiwen1，2，CHEN Shenghong1，ZHAO Zhiyong2，YANG Shijie2
(1. School of Water Resources and Hydropower，Wuhan University，Wuhan，Hubei 430072，China；
2. HydroChina Kunming Engineering Corporation，Kunming，Yunnan 650051，China)
Abstract：The dimensions of underground main and auxiliary powerhouse for the Xiaowan hydropower station is 79.18 m in height，28.0 m in width (the largest width is 30.6 m)，and 298.1 m in length. Two bridge cranes of 26 m in span and 800/160/10 tonnage in capacity are installed in the main powerhouse. The corresponding maximum design vertical wheel load acting on the girder is 840 kN per meter. The scale and capacity of the rock-bolt crane girder ranks the first class in the practices of domestic underground powerhouse construction，which is 3.63 m in height，2.8 m in width，and 271 m in single side length. Although rock-bolt crane girders have been widely applied to the underground powerhouse operation，yet nowadays there are still no specified design methods customized in the hydropower industry. According to the practices carried out in the Xiaowan project，the calculation results and monitoring data are systematically analyzed；the structural designs and support measures are discussed for the rock-bolt crane girder of the underground powerhouse. Several concerns in the designs for the rock-bolt crane girder are enlightened，which are managed and solved successfully in the engineering practice.
杨春鸣，郑旭荣，王旭芳. 地下厂房岩锚吊车梁结构稳定计算的研究现状[J]. 水资源与水工程学报，2008，19(4)：65-68.(YANG Chunming，ZHENG Xurong，WANG Xufang. Current situation research on calculation of structural stability for the rock-bolted crane girder in the underground house[J]. Journal of Water Resources and Water Engineering，2008，19(4)：65-68.(in Chinese))
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2013, Vol. 32 
