[1]于孝民,韩立军,方建国,等.大直径长距离输水钢管整体沉放可控浮箱和支撑吊装平台系统技术研究[J].江苏水利,2017,(05):41-44.
 YU Xiaomin,HAN Lijun,FANG Jianguo,et al.Study on the technology of integral sinking controllable floating box and support lifting platform system for large diameter long distance water delivery pipe[J].JIANGSU WATER RESOURCES,2017,(05):41-44.
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大直径长距离输水钢管整体沉放可控浮箱和支撑吊装平台系统技术研究()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2017年05期
页码:
41-44
栏目:
工程建设
出版日期:
2017-05-17

文章信息/Info

Title:
Study on the technology of integral sinking controllable floating box and support lifting platform system for large diameter long distance water delivery pipe
文章编号:
1007-7839(2017)05-0041-04
作者:
于孝民1韩立军2方建国3丁北斗2肖乃强2
1.徐州市水利局,江苏 徐州 221000;
2.中国矿业大学 深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116;
3.无锡市海洋工程有限公司,江苏 无锡 214400
Author(s):
YU Xiaomin1HAN Lijun2FANG Jianguo3DING Beidou2XIAO Naiqiang2
1.Xuzhou Water Conservancy Bureau,Xuzhou 221000,Jiangsu;
2.State Key Laboratory for Geomechanics & Deep Underground Engineering,China University of Mining and Technology,Xuzhou 221116,Jiangsu;
3.Wuxi Ocean Engineering Company Limited,Wuxi 214400,Jiangsu
关键词:
输水管整体沉放可控浮箱支撑吊装平台系统
Keywords:
water delivery pipeintegral sinkingcontrollable floating box support lifting platform system
分类号:
TU312.3
文献标志码:
B
摘要:
在基本无流速的深水湖区中,施工平台、大型起吊设备进场困难,采用固定式施工平台或船舶等组装拼接成的浮式施工平台,已无法满足施工需求,本文以中运河原水管道沉管工程施工为背景,建构水上可控浮箱、吊装和支撑平台的原位制管沉放系统,设计其子结构系统,实现大型输水管道的水上运输、拼接和沉放体系。
Abstract:
In the deep-water lake area with no flow velocity,the construction platform and the large-scale lifting equipment are difficult to approach,and the floating construction platform cannot meet the construction requirement by using the fixed construction platform or ships.Taken the central canal of the water pipeline construction project as the background in this paper,in situ tube sinking system are constructed by water controllable floating box and support lifting platform.The sub-structure system is designed to realize the water transportation,splicing and sinking system of the large-scale water conveyance pipeline.

参考文献/References:

[1]赵莉 .有无断流水力过渡计算模型在高扬程大管径多起伏长距离输水管道中水力计算结果的比较[D] .长安大学,2010 .
[2]陈智杰 .波浪作用下沉管管段沉放运动的试验与数值研究[D] .大连理工大学,2009 .
[3]张晓兔,张乐文,刘祖源 .长江沉管隧道管节的顶推操纵运动模拟[J] .武汉造船,1999(3):14-17 .
[4]张庆贺,高卫平 .沉管隧道施工阶段不同工况的受力性态研究[J] .工程力学(增刊),2003:301-305 .
[5]林黎阳 .沉管沉放阶段运动及动力响应试验研究[D] .大连理工大学,2013 .
[6]唐世江 .桥梁施工浮式平台的静动力分析[D] .湘潭大学,2014 .
[7]高瑞宏 .深水桩基础施工平台专用钢浮箱设计理论与方法及其工程应用[D] .湘潭大学,2013 .
[8]E,L .Planning and construction of floating bridges in Norway[C] .1994: Proceeding of International Workshop on Floating Structures in Coastal Zone .Japan;43-55 .
[9]M,L.Floating bridge in the United States[C] .Proceedings of International Workshop on Floating Struetures in Coastal Zone .Japan;56-73 .1994 .
[10]MEXEFLOTE 多功能浮箱和港口设备 .
[2007-05-08]:[EB/OL] .
[11]Gui Weicheng,L.Z.,Chen Xujun,et al.Dynamic r esponse of floating bridges under wind,wave and current:a review[J] .Technical Report,School of Naval Architecture and Ocean .

备注/Memo

备注/Memo:
作者简介:于孝民(1963-),男,博士,高级工程师,主要从事水利工程施工技术研究工作。
更新日期/Last Update: 2017-05-15