三桩筒型基础平台的结构和拖航稳性分析与应用

2011年 31卷 第1期
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Analysis and application of three-suction pipe foundation platform structure and towing stability
付小丽 万军 曲兆光
Fu Xiaoli Wan Jun Qu Zhaoguang
中国石油集团海洋工程有限公司, 天津 300280; 中海石油(中国)有限公司天津分公司, 天津 300452
CNPC Offshore Engineering Company Ltd., Tianjin 300280; Tianjin Branch of CNOOC Ltd., Tianjin 300452
以渤海湾应用的典型三桩筒型基础为例,通过结构静力分析和拖航稳性分析,推导出结构浮运重量与吃水对应关系,为结构设计和浮运施工方案提供理论依据。现场施工证明了计算分析的正确性,并对渤海近年该典型结构海上成功应用实例进行介绍,以期开阔工程技术人员海上简易平台设计思路,为极浅海海洋工程技术提供有益参考。
Abstract:Taking the typical three-suction pipe foundation applied in Bohai Bay as an ex ample, its structure towing stability, and foundation stability was calculated and analyzed.Based on it, the correspondence relationship between structure's floating weight and draft was derived, and provided a theoretical basis for the structural design and construction plan of floating.Meanwhile, the successful application instances of this typical structure in Bohai Bay in recent years are introduced in order to expand design ideas of minimum platforms and provide useful information for the application of offshore engineering technology in extreme shallow water.
三桩筒型基础; 火炬桩; 静力平衡; 初稳性;
three-suction pipe foundation; burner boom pile; static balance; stability;
https://doi.org/10.3969/j.issn.1008-2336.2011.01.100