深水基础钢套箱围堰施工技术

深水基础钢套围堰施工技术
作者:穆智军
来源:《城市建设理论研究》2012年第32切口铣刀期通风柜控制
        摘要: 目前桥梁深水基础及墩台施工中采用的防水围堰有以下几种:单壁钢围堰(方形和圆形),钢吊箱,双壁钢围堰,钢板桩围堰,锁口钢管桩围堰等,其中钢板桩,锁口钢管桩亦可用在基坑开挖施工。本文先方形钢围堰施工方法。以中铁七局南昌信江大桥深水基础钢套箱围堰施工方法为例,再据此施工方法探讨更合理有效的围堰施工方法。利用midas civil2010线粒体基因组测序网页游戏开发技术软件介绍钢套箱围堰施工步序,分析各工况的受力状态。对围堰设计、拼装、下沉、加固、堵漏、浇注封底砼等有关施工技术进行了阐述。
        关键词: 钢套箱音箱分频器制作;围堰设计;施工工艺; 工况检算
        Abstract: the current bridge deep water foundation and pier construction adopted waterproof cofferdams are the following: single wall steel cofferdam (square and round ), steel hanging box, double wall steel cofferdam, steel sheet pile cofferdam, lock steel pipe pile cofferdam, steel sheet pile, wherein, the lock steel pipe pile can also be used in the exc
gprs水表avation of foundation pit construction. This paper first square steel cofferdam construction method. In seven Bureau of China Railway Nanchang river bridge deep foundation steel boxed cofferdam construction method as an example, and based on the construction method of more reasonable and effective cofferdam construction method. Using the Midas civil2010 software introduced steel boxed cofferdam construction step, analysis the condition of stress state. On cofferdam design, assembling, sinking, reinforcement, plugging, pouring bottom concrete and related construction technology is introduced.

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标签:围堰   施工   钢套   基础   方法   深水   建设   城市
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