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新型浮式系缆装置关键技术及可靠性分析

DOI: 10.3969/j.issn.1674-0696.2013.03.28, PP. 489-493

Keywords: 直立式码头,安全靠泊,浮式系缆,可靠性,vertical-facewharf,safemooring,floatingbollarddevice,reliability

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Abstract:

:?水位的瞬间变幅对水电站下游直立式码头靠泊安全影响巨大。借鉴船闸浮式系船柱原理提出了新型码头浮式系缆装置,在浮筒上对称地设4个弹簧平衡装置,可有效解决在较大系船缆绳拉力情况下,装置升降过程的不平衡阻力等关键技术问题。经依托金沙江水富港综合码头进行理论计算和模型实验验证表明,该技术是可行的,并可在类似工程中推广应用。

References

[1]  方育平. 大水位差地区高桩梁板码头靠船构件的结构形式[J].水运工程,1996(5) : 14-16.
[2]  Fang Yuping. The structure of the opentype beam wharf in large water-head area[J]. Port & Waterway Engineering,1996(5) : 14-16,
[3]  高谭坤,王多垠,张可. 大水位差码头新型电磁靠泊装置[J]. 重庆交通大学学报: 自然科学版,2011,30(3) : 90-92.
[4]  王洪培,冯敬,肖丽,等. 平面玻璃钢闸门的设计[J]. 河北水利, 2010(5) : 39-40.
[5]  Wang Hongpei,Feng Jing,Xiao Li,et al. The design of flat glass steel gate[J]. Hebei Hydraulic Engineering,2010(5) : 39-40.
[6]  曹平周,黄书秦,陈玉泉. 大型水工铸造轨道与滚轮的接触应力研究[J]. 水利学报,2002(11) : 103-106.
[7]  Cao Pingzhou,Huang Shuqin,Chen Yuquan. Large hydraulic casting track and wheel contact stress[J]. Journal of Hydraulic Engineering,2002(11) : 103-106.
[8]  云南省航务管理局,重庆交通大学. 金沙江水富(向家坝—横江) 河段通航环境分析及航运安全关键技术研究(成库前)[R]. 昆明: 云南省航务管理局,2011: 1-25.
[9]  Yunnan Traffic Management Bureau,Chongqing Jiaotong University. The Key Technology Research Analysis and Shipping Safety Environment Navigable of Jinsha River Shuifu (Xiangjiaba —HengJiang) [R]. Kunming: Yunnan Traffic Management Bureau, 2011:
[10]  吴友仁,王多垠,吴宋仁,等. 长江上游港口码头结构型式及其发展趋势[J]. 港工技术,2005(4) : 22-24.
[11]  Wu Youren,Wang Duoyin,Wu Songren,et al. On structural type of wharfs in upper reaches of Yangtze river and its development tendency[J]. Port Engineering,2005(4) : 22-24.
[12]  Gao Tankun,Wang Duoyin,Zhang Ke. New electromagnetic mooringcomponent of largewater-headwharf[J]. Journal of Chongqing Jiaotong University: Natural Science, 2011,30(3) : 90-92.
[13]  陈际军. 一种码头系缆装置: 中国,ZL 200820117069. 2[P].2009-05-13.
[14]  Chen Jijun. A Terminal Mooring Device: China,ZL 200820117069.2[P]. 2009-05-13.
[15]  刘大功. 三峡永久船闸浮式系船柱埋件安装技术[J]. 水电站机电技术,2003(2) : 57-59.
[16]  Liu Dagong. Three Gorges permanent ship lock of floating bollard buried installation[J]. Electrical and Mechanical Technology, 2003(2) : 57-59.
[17]  JTJ 297—2001 码头附属设施技术规范[S]. 北京: 人民交通出版社, 2001.
[18]  JTJ 297—2001 Technical Specification of Ancillary Facilities Wharf[S]. Beijing: China Communications Press,2001.
[19]  林正珍,叶燕贻. 湄洲湾锚地10 万吨级系船浮筒设计与施工[J]. 水运工程, 2000(6) : 18-22.
[20]  Lin Zhengzhen,Ye Yanyi. Design and construction of the 100,000 DWT mooring buoy in Meizhou[J]. Port & Waterway Engineering,2000(6) : 18-22.
[21]  廖景娱,吴建东. 玻璃钢材料关键技术[M]. 北京: 化学工业出版社, 2010.
[22]  Liao Jingyu,Wu Jiandong. The Key Technology of Glass Steel Material [M]. Beijing: Chemical Industry Press,2010.
[23]  龙振宇. 机械设计[M]. 北京: 机械工业出版社,2002.
[24]  Long Zhenyu. Mechanical Design[M]. Beijing: Machinery Industry Press,2002.

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