| 高桩承台整体式钢吊箱围堰设计与大体积混凝土施工 |
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| 引用本文： | 梅瑞泰.高桩承台整体式钢吊箱围堰设计与大体积混凝土施工[J].水运科技信息,2009(4):43-46. |
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| 作者姓名： | 梅瑞泰 |
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| 作者单位： | 深圳市地铁有限公司,深圳518026 |
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| 摘 要： | 国道主干线广州绕城公路西环南段北江特大桥主墩设计为整体式高桩承台，采用钢吊箱围堰施工。介绍了173t整体式钢吊箱围堰设计方案，阐述了钢吊箱围堰在深水高桩承台施工中的应用及大体积混凝土施工的温控措施。
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| 关 键 词： | 深水高桩承台 钢吊箱围堰 大体积混凝土 温控 |
Design of Integral Steel Suspend Box Cofferdam of Base Slab for High Peg and Mass Concrete Construction Technology |
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| Mei Ruitai.Design of Integral Steel Suspend Box Cofferdam of Base Slab for High Peg and Mass Concrete Construction Technology[J].Transportation Science & Technology,2009(4):43-46. |
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| Authors: | Mei Ruitai |
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| Institution: | Mei Ruitai (Shenzhen Metro Co. Ltd. , Shenzhen 518026, China) |
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| Abstract: | The main pier of the Beijiang River Bridge in the south section of the west part of Guangzhou Orbital Highway was designed as integral elevated pile cap, using steel suspending cofferdam construction technology. This paper introduced the design scheme of 173t integral steel suspending cofferdam, and expounded the application of steel suspending cofferdam of elevated pile foundation to deep water and the temperature control measures of mass concrete construction. |
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| Keywords: | elevated pile foundation in deep water steel suspending cofferdam mass concrete temperature control |
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