引用本文:李炜,卞恩林,仲伟秋,方 滔,姜鹏宾,徐 江.海上风电大直径单桩基础灌浆连接段轴向静载荷试验[J].水利水运工程学报,2014,(5):41-46
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海上风电大直径单桩基础灌浆连接段轴向静载荷试验
李炜1, 卞恩林2, 仲伟秋3, 方 滔1, 姜鹏宾4, 徐 江1
1.中国电建集团华东勘测设计研究院有限公司,华东海上风电省级高新技术企业研究开发中心;2.国华能源投资有限公司;3.大连理工大学 司法鉴定中心;4.大连理工大学 土木工程学院
摘要:
灌浆连接段是海上风机大直径单桩基础的重要组成部分,其承载性能直接影响到基础稳定性。借助模型试验手段,以海上风机大直径单桩基础灌浆连接段为研究对象,针对灌浆连接段长度、剪力键设置、灌浆连接段形状等设计参数,确定“较短无剪力键”、“较短有剪力键”、“较长有剪力键”、“锥形有剪力键”4种模型试件,开展了轴向静载荷作用下的模型试验,研究了各设计参数对于灌浆连接段承载性能的影响。结果显示:在轴向静荷载作用下,锥形有剪力键试件承载力最优,较长有剪力键试件次之,较短无剪力键试件最差。证明了剪力键设置以及灌浆连接段的锥形构造对于提高大直径单桩灌浆连接段轴向承载性能的作用,为实际工程设计提供了技术参考。
关键词:  海上风机基础  灌浆连接段  轴向静载荷  承载性能  模型试验
DOI:
分类号:TU473
基金项目:国家自然科学青年科学基金项目(41206075);中电建集团科技项目经费资助(SD2013-08)
Model tests of grouted connection for monopile of offshore wind turbine under static axial load
LI Wei1, BIAN En-lin2, ZHONG Wei-qiu3, FANG Tao1, JIANG Peng-bin4, XU Jiang1
1.PowerChina Huadong Engineering Corporation, Offshore Wind Power R & D Center of HydroChina Huadong;2.Guohua Energy Investment Co., Ltd.;3.Centre of Forensic Expertise, Dalian University of Technology;4.School of Civil Engineering, Dalian University of Technology
Abstract:
Grouted connection is one of the important parts of the monopile for the offshore wind turbine. The stability of the monopile foundation is mostly dependent on the loading capacity of the groutent connection. The parameters such as the length, the shear keys and the shape of the grouted connection are considered. And the bearing capacity of the grouted connections is investigated through model tests with four kinds of specimens, named shorter without shear keys, shorter with shear keys, longer with shear keys and conical with shear keys. The influence of the parameters of the grouted connection is analyzed. Analysis results show that the bearing capacity characteristics of the specimen of the longer with the shear keys are worse than those of the specimen of the conical with shear keys, but better than those of the specimen of the shorter with shear keys. And the bearing capacity characteristics of the specimen of the shorter without shear keys are the worst. The effects of the shear keys and the conical designing on increasing the bearing capacity of the grouted connection are improved. Thus, this model test study can provide a reference for the design of the grouted connection for the monopile of the offshore wind turbine.
Key words:  foundation for offshore wind turbine  grouted connections  static axial load  bearing capacity charateristics  model test
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