Volume 36 Issue 2
Apr.  2022
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Wang Wei, Nie Qingke, Li Ning, Liu Jingjing, Zhang Peng, Zhai Ziqiang. Review of Research on Foundation for Liquefied Natural Gas (LNG) Storage Tank[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(2): 100-104. doi: 10.3969/j.issn.1007-2993.2022.02.003
Citation: Wang Wei, Nie Qingke, Li Ning, Liu Jingjing, Zhang Peng, Zhai Ziqiang. Review of Research on Foundation for Liquefied Natural Gas (LNG) Storage Tank[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(2): 100-104. doi: 10.3969/j.issn.1007-2993.2022.02.003
shu

Review of Research on Foundation for Liquefied Natural Gas (LNG) Storage Tank

doi: 10.3969/j.issn.1007-2993.2022.02.003
  • 1.

    Hebei Research Institute of Construction & Geotechnical Investigation Co., Ltd., Shijiazhuang 050227, Hebei, China

  • 2.

    Hebei Research Center of Geotechnical Engineering Technology, Shijiazhuang 050227, Hebei, China

  • 3.

    The Service Center of Construction Team Management of Hebei Province, Shijiazhuang 050051, Hebei, China

  • Received Date: 2021-02-01
  • Publish Date: 2022-04-02
    Abstract
  • The importance and complexity of the foundation of liquefied natural gas (LNG) storage tank are briefly described. The storage tank foundation is classified into six types: natural foundation raft foundation, composite foundation raft foundation, low cap pile foundation, double cap overhead foundation, high cap pile foundation and double cap overhead pile foundation. The definition, structure and applicable scope of various foundation forms are listed. The safety, economy and applicability are compared. At the same time, it is pointed out that the seismic design and deformation compatibility control of the foundation are the difficulties in the design of the tank foundation, and the theoretical research is far behind the engineering experience.

     

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    • References(28)
  • [1]
    顾安忠. 液化天然气技术[M]. 北京: 机械工业出版社, 2003.
    [2]
    杨　光, 王登海. 天然气工程概论[M]. 北京: 中国石化出版社, 2013.
    [3]
    国家发展改革委, 国家能源局. 能源发展“十三五” 规划 [Z]. 2016.
    [4]
    国家能源局石油天然气司, 国务院发展研究中心资源与环境政策研究所, 自然资源部油气资源战略研究中心. 中国天然气发展报告[R]. 2019.
    [5]
    黄维和. “一带一路”能源合作与西部能源大通道建设 战略研究[M]. 北京: 科学出版社, 2019.
    [6]
    MOKHATAB S, MAK J Y, VALAPPIL J, 等. 液化天然气手册[M]. 中海石油气电集团有限责任公司技术研发中心译. 北京: 石油工业出版社, 2016.
    [7]
    武洪昆,季元旗,王晓庆,等. 中国进口LNG产业分析及展望[J]. 国际石油经济,2019,27(3):67-72.
    [8]
    方　钢. 液化天然气低温储存的安全与经济性研究[D]. 广州: 华南理工大学, 2014.
    [9]
    GB 51156—2015　液化天然气接收站工程设计规范[S].
    [10]
    JGJ 94—2008　建筑桩基技术规范[S].
    [11]
    肖 立,张 超,彭延建. 考虑地震荷载的超大型液化天然气储罐桩基础研究[J]. 建筑技术开发,2014,41(11):1-4. doi: 10.3969/j.issn.1001-523X.2014.11.001
    [12]
    万朝梅,王松生. 高桩承台灌注桩连续施工方法的开发与应用[J]. 施工技术,2016,43(12):73-74.
    [13]
    高 辉,杨 华,郑清鑫,等. LNG 储罐桩基础混凝土耐久性设计试验研究及应用[J]. 混凝土,2017,(8):156-160. doi: 10.3969/j.issn.1002-3550.2017.08.039
    [14]
    魏成国,朱俊岩,刘文涛,等. 大型LNG储罐复杂地层桩长确定新方法[J]. 建筑结构,2018,48(S2):842-844.
    [15]
    贾桂敬,甄 军. 基于GB 50068—2018标准的全容式LNG储罐基桩设计[J]. 化工设计,2021,31(4):33-37. doi: 10.3969/j.issn.1007-6247.2021.04.012
    [16]
    罗东雨,孙建刚,柳春光,等. 桩–土–LNG储罐振动台试验与数值仿真分析[J]. 振动工程学报,2021,34(3):515-527.
    [17]
    GB 50476—2008　混凝土结构耐久性设计规范[S].
    [18]
    GB 50046—2008　工业建筑防腐蚀设计规范[S].
    [19]
    郑建华,王 林,李艳辉. LNG接收站工程结构设计的考虑[J]. 化工设计,2007,17(4):31-34,41. doi: 10.3969/j.issn.1007-6247.2007.04.010
    [20]
    龚晓南. 地基处理手册(第三版)[M]. 北京: 中国建筑工业出版社, 2008.
    [21]
    陈德志,米广生,张继军,等. 中国大型储罐建设现状及发展趋势[J]. 石油化工建设,2009,(1):28-32. doi: 10.3969/j.issn.1672-9323.2009.01.006
    [22]
    李继才,丛 建,曹 军,等. 大型储罐水泥粉煤灰碎石桩复合地基变形应力性状试验研究[J]. 工业建筑,2018,48(11):116-121.
    [23]
    李继才,郦能惠,丛 建,等. 大型储罐 CFG 桩复合地基变形性状和变刚度调平设计[J]. 岩土工程学报,2018,40(6):1111-1116. doi: 10.11779/CJGE201806017
    [24]
    丁小军,王 旭,张延杰,等. 大型油罐 CFG 桩复合地基变形与承载性能试验研究[J]. 岩石力学与工程学报,2013,32(9):1851-1857. doi: 10.3969/j.issn.1000-6915.2013.09.017
    [25]
    HG/T 20643—2012　化工设备基础设计规定[S].
    [26]
    李云鹏,王芝银. LNG储罐高低承台桩基础抗震性能对比分析[J]. 岩土力学,2010,31(2):265-287.
    [27]
    孟庆海,赵广明. 地上LNG储罐选型及基础类型的选择[J]. 石油化工设备技术,2014,35(4):1-5. doi: 10.3969/j.issn.1006-8805.2014.04.001
    [28]
    CEN. EN14620: Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0℃ and -165℃ [S]. British, 2006.
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