On reduction factors of floor’s deadweight in castle shiplock design
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1. Changsha University of Science and Technology, Changsha 410076, China; 2. Tianjin University, Tianjin 300072, China;3. Hubei Communications Planning and Design Institute, Wuhan 430051, China

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    Abstract:

    Current Code for Design of Hydraulic Structure of Shiplocks (JTJ 307—2001) provides no definite regulations considering the floor’s deadweight in the internal force calculation, and various reductions have been made by different designers according to the detailed foundation conditions. Based on construction experiences and calculation analysis, Design Specification for Sluice (SL 265—2001), which indicates the floor’s deadweight is not to be considered and the reduction degree is 100%, is suggested to be utilized as the design guide and reference. And it is recommended that similar clauses and directions should be supplemented in the Code for Design of Hydraulic Structure of Shiplocks (JTJ 307—2001).

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曹周红,胡峰军,孙保虎,刘晓平.坞式船闸底板自重在其内力计算中的折减问题研究*[J].水运工程,2012,(4):158-161

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  • Received:
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  • Online: April 23,2012
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