海上风电桩-桶复合基础吸力安装特性研究

马文冠, 邱旭, 刘鑫, 张波, 李会, 赵昊

太阳能学报 ›› 2025, Vol. 46 ›› Issue (2) : 522-528.

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太阳能学报 ›› 2025, Vol. 46 ›› Issue (2) : 522-528. DOI: 10.19912/j.0254-0096.tynxb.2023-1726

海上风电桩-桶复合基础吸力安装特性研究

  • 马文冠1,2, 邱旭1,2, 刘鑫1,2, 张波1,2, 李会1,2, 赵昊1,2
作者信息 +

RESEARCH ON INSTALLATION CHARACTERISTICS OF SUCTION PILE-BUCKET COMPOSITE FOUNDATION FOR OFFSHORE WIND TURBINES

  • Ma Wenguan1,2, Qiu Xu1,2, Liu Xin1,2, Zhang Bo1,2, Li Hui1,2, Zhao Hao1,2
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摘要

桩-桶复合基础沉放特性不同于打入式单桩基础,需准确评估安装过程中需要的吸力。基于模型试验与理论分析方法,研究吸力式桩-桶复合基础黏土中的沉放特性及需要吸力计算方法。结果表明:吸力式桩-桶复合基础可通过两步式安装方式沉放就位,相比较于打入桩可节约打桩成本;增加桶型基础分舱数量可有效实现对基础姿态矫正和下沉过程精细化控制;基于Su和CPT需吸力计算方法适用于评估基础下沉过程种需吸力预测,但吸力桩沉放会受到在位桶型基础影响,增加了沉放的需要吸力。

Abstract

The installation characteristics of pile-bucket composite foundations are different from those of driven monopile foundations, and it is necessary to assess the suction required during installation. Based on theoretical and experimental analysis, this paper studies the installation characteristics of suction pile-bucket composite foundation, the calculation methods of required suction are discussed. The results show that the suction pile-bucket composite foundation can be installed in place by two-steps, which can save the driving cost. By increasing the number of cabins of bucket foundation, the inclination can be controlled effectively in the sinking process. The calculation method based on Su and CPT is suitable for the prediction of the required suction during the evaluation of fundation subsidence, but the suction pile installation will be affected by the bucket foundation in place, which increases the required suction for installation.

关键词

海上风电 / 桩-桶复合基础 / 需要吸力 / 姿态控制 / 分步式安装 / 分舱

Key words

offshore wind power / pile-bucket composite foundation / required suction / cabins

引用本文

导出引用
马文冠, 邱旭, 刘鑫, 张波, 李会, 赵昊. 海上风电桩-桶复合基础吸力安装特性研究[J]. 太阳能学报. 2025, 46(2): 522-528 https://doi.org/10.19912/j.0254-0096.tynxb.2023-1726
Ma Wenguan, Qiu Xu, Liu Xin, Zhang Bo, Li Hui, Zhao Hao. RESEARCH ON INSTALLATION CHARACTERISTICS OF SUCTION PILE-BUCKET COMPOSITE FOUNDATION FOR OFFSHORE WIND TURBINES[J]. Acta Energiae Solaris Sinica. 2025, 46(2): 522-528 https://doi.org/10.19912/j.0254-0096.tynxb.2023-1726
中图分类号: P75   

参考文献

[1] MARTIN J, ANDRE F, WIM C T, 等. 海上风电场降低成本前景分析[J]. 上海电力, 2007(4): 429-437.
MARTIN J, ANDRE , WIM C T, et al. Cost reduction prospects analysis for offshore wind farm[J]. Shanghai electric power, 2007(4): 429-437.
[2] 邱旭, 马文冠, 张宇, 等. 海上风电场单桩基础局部冲刷深度计算方法适应性研究[J]. 太阳能学报, 2023, 44(11): 287-293.
QIU X, MA W G, ZHANG Y, et al.Study on adaptability of calculation method for local scouring depth of single pile foundation in offshore wind farm[J]. Acta energiae solaris sinica, 2023, 44(11): 287-293.
[3] 黄维平, 李兵兵. 海上风电场基础结构设计综述[J]. 海洋工程, 2012, 30(2): 150-156.
HUANG W P, LI B B.Overview of infrastructure design for offshore wind farm[J]. The ocean engineering, 2012, 30(2): 150-156.
[4] 马文冠, 刘润, 孟祥传, 等. 单筒多舱筒型基础临界吸力与需要吸力计算方法研究[J]. 太阳能学报, 2023, 44(4): 29-37.
MA W G, LIU R, MENG X C, et al.Research on critical suction and required suction calculation method of multi-cell bucket foundation[J]. Acta energiae solaris sinica, 2023, 44(4): 29-37.
[5] 姚涛, 余建星, 李志刚, 等. 筒型基础贯入过程中的渗流分析[J]. 海岸工程, 2012, 31(1): 8-15.
YAO T, YU J X, LI Z G, et al.Analysis of seepage field in the penetration of bucket foundation[J]. Coastal engineering, 2012, 31(1): 8-15.
[6] 丁红岩, 张浦阳. 海上吸力锚负压下沉渗流场的特性分析[J]. 海洋技术, 2003, 22(4): 44-48.
DING H Y, ZHANG P Y.Suction penetration seepage field’s characteristics of suction anchor[J]. Ocean technology, 2003, 22(4): 44-48.
[7] 丁红岩, 张超, 王立国, 等. 剪土环对筒型基础负压沉贯下沉过程中渗流场的影响研究[J]. 海洋技术, 2005, 24(3): 83-87.
DING H Y, ZHANG C, WANG L G, et al.The influence of the loop of shearing soil to the seepage field for bucket foundation during suction penetration[J]. Ocean technology, 2005, 24(3): 83-87.
[8] 练继建, 陈飞, 杨旭, 等. 海上风机复合筒型基础负压沉放调平[J]. 天津大学学报(自然科学与工程技术版), 2014, 47(11): 987-993.
LIAN J J, CHEN F, YANG X, et al.Suction installation and leveling of composite bucket foundation for offshore wind turbines[J]. Journal of Tianjin University (science and technology), 2014, 47(11): 987-993.
[9] 杨少丽, Lars Grande, 齐剑峰, 等. 桶基负压沉贯下粉土中水力梯度的变化过程[J]. 岩土工程学报, 2003, 25(6): 662-665.
YANG S L, GRANDE L, QI J F, et al.Process of hydraulic gradient in silt during penetration of bucket by suction[J]. Chinese journal of geotechnical engineering, 2003, 25(6): 662-665.
[10] 严驰, 魏世好, 杨树耕, 等. 海上桶基平台桶形基础渗流场的模型试验研究[J]. 海岸工程, 2003, 22(3): 32-37.
YAN C, WEI S H, YANG S G, et al.Model test study on the bucket foundation seepage field of offshore platform[J]. Coastal engineering, 2003, 22(3): 32-37.
[11] 张鸿, 金书成, 黎冰, 等. 海上风电吸力式沉箱基础沉贯试验研究[J]. 太阳能学报, 2016, 37(11): 2827-2834.
ZHANG H, JIN S C, LI B, et al.Tests on installation of suction of offshore wind turbine[J]. Acta energiae solaris sinica, 2016, 37(11): 2827-2834.
[12] FELD T.Suction buckets, a new innovative foundation concept, applied to offshore wind turbines[D]. Aalborg: Aalborg University, 2001.
[13] SENDERS M, RANDOLPH M F.CPT-based method for the installation of suction caissons in sand[J]. Journal of geotechnical and geoenvironmental engineering, 2009, 135(1): 14-25.
[14] HOULSBY G T, BYRNE B W.Design procedures for installation of suction caissons in clay and other materials[J]. Geotechnical engineering, 2005, 158(2): 75-82.
[15] IBSEN L B, THILSTED C .Numerical study of piping limits for suction installation of offshore skirted foundations and anchors in layered sand[M]. Frontiers in Offshore Geotechnics II. Boca Raton: CRC Press, 2010: 439-444.
[16] BJORN V.Numerical simulation of installation of skirt foundations[D]. Trondheim: Norwegian University of Technology, 1997.
[17] TRAN M N, RANDOLPH M, AIREY D.Study of seepage flow and sand plug loosening in installation of suction caissons in sand[C]//Proceeding of 15th International Offshore and Polar Energy Confenerce. Fukuoka, Japan, 2005(15): 633-638.
[18] TRAN M N, RANDOLPH M F.Variation of suction pressure during caisson installation in sand[J]. Géotechnique, 2008, 58(1): 1-11.
[19] EL-GHARBAWY S, OLSON R E, SCOTT S A.Suction anchor installations for deep gulf of Mexico applications[C]//Offshore Technology Conference. Houston, Texas, USA, 1999: 747-754.
[20] 李大勇, 吴宇旗, 张雨坤, 等. 砂土中桶形基础吸力值的设定范围[J]. 岩土力学, 2017, 38(4): 985-992, 1002.
LI D Y, WU Y Q, ZHANG Y K, et al.Determination of suction range for penetration of suction caissons in sand[J]. Rock and soil mechanics, 2017, 38(4): 985-992, 1002.
[21] 李大勇, 张雨坤, 高玉峰, 等. 中粗砂中吸力锚的负压沉贯模型试验研究[J]. 岩土工程学报, 2012, 34(12): 2277-2283.
LI D Y, ZHANG Y K, GAO Y F, et al.Model tests on penetration of suction anchors in medium-coarse sand[J]. Chinese journal of geotechnical engineering, 2012, 34(12): 2277-2283.
[22] 朱斌, 孔德琼, 童建国, 等. 粉土中吸力式桶形基础沉贯及抗拔特性试验研究[J]. 岩土工程学报, 2011, 33(7): 1045-1053.
ZHU B, KONG D Q, TONG J G, et al.Model tests on penetration and pullout of suction caissons in silt[J]. Chinese journal of geotechnical engineering, 2011, 33(7): 1045-1053.
[23] ZHANG P Y, ZHANG Z, LIU Y G, et al.Experimental study on installation of composite bucket foundations for offshore wind turbines in silty sand[J]. Journal of offshore mechanics and Arctic engineering, 2016, 138(6): 061901.
[24] HOULSBY G T, BYRNE B W.Design procedures for installation of suction caissons in sand[J]. Geotechnical engineering, 2005, 158(3): 135-144.

基金

中国华能集团科技项目(HNKJ20-H54)

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