墩式布置码头系缆墩受力探讨  

Discussion on mooring forces of dolphin wharf

作　　者：邵国强[1] 孟照意 廉立虎[2] 朱子平[2] 

机构地区：[1]中交天津航道局有限公司,天津300461 [2]中交第一航务工程勘察设计院有限公司,天津300222

出　　处：《中国港湾建设》2015年第8期20-23,共4页China Harbour Engineering

摘　　要：根据《港口工程荷载规范》中系缆力计算方法,提出了蝶形布置墩式码头系缆墩设计时系缆力的取值与快速脱缆钩的钩数无关,而与船舶的横向分力大小相关的计算方法。与OPTIMOOR数模计算成果进行对比,说明了计算方法的合理性。Based on the mooring force computing method from Load Code for Harbour Engineering, we proposed a new way of calculating mooring force at butterfly arranged dolphin wharves, in which the transverse force of the vessel was taken into account, but the number of quick release hook was ignored. The result was compared with OPTIMOOR numerical model, in order to show the reasonability of the computing method.

关 键 词：墩式码头 系缆力 风压力 OPTIMOOR数模 

分 类 号：U653.2[交通运输工程—港口、海岸及近海工程]