WO2022223059A3 - Ocean anchoring foundation and method for using same - Google Patents

Ocean anchoring foundation and method for using same Download PDF

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Publication number
WO2022223059A3
WO2022223059A3 PCT/CN2022/113289 CN2022113289W WO2022223059A3 WO 2022223059 A3 WO2022223059 A3 WO 2022223059A3 CN 2022113289 W CN2022113289 W CN 2022113289W WO 2022223059 A3 WO2022223059 A3 WO 2022223059A3
Authority
WO
WIPO (PCT)
Prior art keywords
opening
closing frame
closing
bottom end
foundation
Prior art date
Application number
PCT/CN2022/113289
Other languages
French (fr)
Chinese (zh)
Other versions
WO2022223059A2 (en
Inventor
刘金忠
陈旭光
王凯
马顺顺
Original Assignee
山东科技大学
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 山东科技大学 filed Critical 山东科技大学
Publication of WO2022223059A2 publication Critical patent/WO2022223059A2/en
Publication of WO2022223059A3 publication Critical patent/WO2022223059A3/en

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/24Anchors
    • B63B21/26Anchors securing to bed
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/50Anchored foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D31/00Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
    • E02D31/10Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
    • E02D31/12Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

An ocean anchoring foundation and a method for using same. The ocean anchoring foundation comprises a rod body (1) and a negative-pressure anti-pulling device (2). The negative-pressure anti-pulling device (2) comprises an expansion mechanism (21) and an opening and closing sealing cover (22), wherein the expansion mechanism (21) comprises a telescopic member, and the opening and closing sealing cover (22) comprises a sealing film (221) and an opening and closing frame arranged around the bottom end of the rod body (1), the upper end of the opening and closing frame being rotationally connected to the bottom end of the rod body (1), the sealing film (221) being arranged inside the opening and closing frame, and the sealing film (221) at least being capable of covering an exposed gap formed by the opening and closing frame. The negative-pressure anti-pulling device (2) further comprises a positioning assembly, wherein a positioning hole (233) extending in a radial direction is provided at the upper end of the opening and closing frame, and the opening and closing sealing cover (22) has a closed state and an open state. In the closed state, the bottom end of the opening and closing frame is closed. In the open state, the opening and closing frame is overturned so that the bottom end is unfolded, and the positioning assembly is inserted into the positioning hole (233). The ocean anchoring foundation is subjected to the action of negative-pressure resistance below the bottom end of the foundation during a service process, thereby effectively improving the vertical anchoring resistance of the foundation under the action of an extreme ocean environmental load.
PCT/CN2022/113289 2022-07-21 2022-08-18 Ocean anchoring foundation and method for using same WO2022223059A2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202210872881.0A CN115354682B (en) 2022-07-21 2022-07-21 Ocean anchoring foundation and application method thereof
CN202210872881.0 2022-07-21

Publications (2)

Publication Number Publication Date
WO2022223059A2 WO2022223059A2 (en) 2022-10-27
WO2022223059A3 true WO2022223059A3 (en) 2023-02-09

Family

ID=83723747

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2022/113289 WO2022223059A2 (en) 2022-07-21 2022-08-18 Ocean anchoring foundation and method for using same

Country Status (2)

Country Link
CN (1) CN115354682B (en)
WO (1) WO2022223059A2 (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012121501A2 (en) * 2011-03-04 2012-09-13 한국해양연구원 Apparatus for increasing a supporting force of a pile for a marine sand ground surface, and method for constructing the pile
CN102943473A (en) * 2012-11-23 2013-02-27 绍兴文理学院 Recyclable liquid filling type tension anchor rod and application method thereof
JP2013199819A (en) * 2012-02-23 2013-10-03 Toyoharu Tsushima Foundation pile
CN204238216U (en) * 2014-11-28 2015-04-01 海南大学 A kind of anchor pole
CN105350531A (en) * 2015-10-21 2016-02-24 葛建 Pipe pile-anchor rod composite foundation capable of bearing pulling and pressing bidirectional loads and construction technology
CN108343057A (en) * 2018-04-17 2018-07-31 郑敏 A kind of expanding enlarged footing anchor pole
CN109927847A (en) * 2019-02-21 2019-06-25 河海大学 A kind of dynamic anchor increasing depth of penetration and extraction-resistant behavior
CN110499792A (en) * 2019-08-19 2019-11-26 中国海洋大学 Blade fence anti-pulling capacity detection device and method
CN113338329A (en) * 2021-06-30 2021-09-03 中国地质大学(武汉) Suction type anchor pile combined structure and installation and construction method thereof

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103132521B (en) * 2013-03-21 2015-01-21 中国海洋大学 Undersea suction anchor
WO2015148792A1 (en) * 2014-03-27 2015-10-01 Intermoor, Inc. Actively steerable gravity embedded anchor systems and methods for using the same
NL2018650B1 (en) * 2016-04-05 2018-03-09 Spt Equipment B V SCOUR PROTECTION FOR SUCTION PILE, e.g. PILE LOWERTNG OPERATED
CN108423122A (en) * 2018-04-04 2018-08-21 合肥学院 A kind of suction penetration type umbrella anchoring basis
CN108516052B (en) * 2018-04-04 2019-11-08 合肥学院 A kind of suction penetration type anchoring basis of the deployable steel plate of band
CN109881672A (en) * 2019-03-25 2019-06-14 厦门市金海明工贸有限公司 A kind of reamer type expansion body earth anchor
CN110001870B (en) * 2019-03-26 2020-07-10 杭州中岩工程科技有限公司 Suction anchor intermittent penetration device and penetration method
CN212001300U (en) * 2019-12-10 2020-11-24 宣城市政建设集团有限公司 Anti-floating anchor rod for basement
CN113859438A (en) * 2021-11-04 2021-12-31 福州大学 Deepwater grouting anchor and construction method

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012121501A2 (en) * 2011-03-04 2012-09-13 한국해양연구원 Apparatus for increasing a supporting force of a pile for a marine sand ground surface, and method for constructing the pile
JP2013199819A (en) * 2012-02-23 2013-10-03 Toyoharu Tsushima Foundation pile
CN102943473A (en) * 2012-11-23 2013-02-27 绍兴文理学院 Recyclable liquid filling type tension anchor rod and application method thereof
CN204238216U (en) * 2014-11-28 2015-04-01 海南大学 A kind of anchor pole
CN105350531A (en) * 2015-10-21 2016-02-24 葛建 Pipe pile-anchor rod composite foundation capable of bearing pulling and pressing bidirectional loads and construction technology
CN108343057A (en) * 2018-04-17 2018-07-31 郑敏 A kind of expanding enlarged footing anchor pole
CN109927847A (en) * 2019-02-21 2019-06-25 河海大学 A kind of dynamic anchor increasing depth of penetration and extraction-resistant behavior
CN110499792A (en) * 2019-08-19 2019-11-26 中国海洋大学 Blade fence anti-pulling capacity detection device and method
CN113338329A (en) * 2021-06-30 2021-09-03 中国地质大学(武汉) Suction type anchor pile combined structure and installation and construction method thereof

Also Published As

Publication number Publication date
WO2022223059A2 (en) 2022-10-27
CN115354682B (en) 2023-10-03
CN115354682A (en) 2022-11-18

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