CA3177328C - Nouvelle fondation de turbine eolienne en mer appropriee pour une couche de revetement peu profonde et son procede de construction - Google Patents

Nouvelle fondation de turbine eolienne en mer appropriee pour une couche de revetement peu profonde et son procede de construction Download PDF

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Publication number
CA3177328C
CA3177328C CA3177328A CA3177328A CA3177328C CA 3177328 C CA3177328 C CA 3177328C CA 3177328 A CA3177328 A CA 3177328A CA 3177328 A CA3177328 A CA 3177328A CA 3177328 C CA3177328 C CA 3177328C
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CA
Canada
Prior art keywords
pile
screw
gravity disc
offshore wind
wind power
Prior art date
Legal status (The legal status 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 status listed.)
Active
Application number
CA3177328A
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English (en)
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CA3177328A1 (fr
Inventor
Lunbo LUO
Wei Zhang
Junyi YAN
Haibin Xu
Yulong NIU
Jialin DAI
Wei Wang
Zechao ZHANG
Guangming YU
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Three Gorges Corp
Original Assignee
China Three Gorges Corp
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
Priority claimed from CN202011502553.9A external-priority patent/CN112627222B/zh
Priority claimed from CN202023051433.XU external-priority patent/CN215441994U/zh
Application filed by China Three Gorges Corp filed Critical China Three Gorges Corp
Publication of CA3177328A1 publication Critical patent/CA3177328A1/fr
Application granted granted Critical
Publication of CA3177328C publication Critical patent/CA3177328C/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • E02D27/425Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/08Sinking workpieces into water or soil inasmuch as not provided for elsewhere
    • 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
    • E02D27/525Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
    • 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
    • E02D5/22Piles
    • E02D5/56Screw piles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/22Placing by screwing down
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/727Offshore wind turbines

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Piles And Underground Anchors (AREA)
  • Foundations (AREA)
  • Wind Motors (AREA)

Abstract

Il est décrit une fondation de turbine éolienne en mer pour une couche de revêtement peu profonde et son procédé de construction, la fondation de turbine éolienne en mer ayant un pieu unique. Un disque de gravité est monté à demeure sur le pieu unique. Plusieurs pieux hélicoïdaux sont répartis de manière uniforme sur la périphérie du disque de gravité. Des pieux hélicoïdaux adjacents sont reliés à demeure les uns aux autres pour former une structure intégrale. La capacité portante résistante au soulèvement et la capacité portante horizontale de la fondation sont améliorées par les pieux hélicoïdaux et le disque de gravité. Le déplacement horizontal du corps de pieu et le moment de flexion du corps de pieu sont réduits. La combinaison et la liaison rigide des pieux hélicoïdaux, du disque de gravité et du pieu unique améliorent diverses propriétés mécaniques de l'ensemble de la fondation. Par conséquent, l'exigence de construction pour un fonctionnement sûr et stable d'une éolienne en mer puisse être satisfaite sans avoir besoin d'insérer le pieu unique dans le substratum rocheux.
CA3177328A 2020-12-17 2021-11-15 Nouvelle fondation de turbine eolienne en mer appropriee pour une couche de revetement peu profonde et son procede de construction Active CA3177328C (fr)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
CN202011502553.9 2020-12-17
CN202023051433.X 2020-12-17
CN202011502553.9A CN112627222B (zh) 2020-12-17 2020-12-17 一种适用于浅覆盖层的海上风电新型基础及其施工方法
CN202023051433.XU CN215441994U (zh) 2020-12-17 2020-12-17 一种适用于浅覆盖层的海上风电新型基础
PCT/CN2021/130649 WO2022127466A1 (fr) 2020-12-17 2021-11-15 Nouvelle fondation de turbine éolienne en mer appropriée pour une couche de revêtement peu profonde et son procédé de construction

Publications (2)

Publication Number Publication Date
CA3177328A1 CA3177328A1 (fr) 2022-06-23
CA3177328C true CA3177328C (fr) 2023-12-19

Family

ID=82058908

Family Applications (1)

Application Number Title Priority Date Filing Date
CA3177328A Active CA3177328C (fr) 2020-12-17 2021-11-15 Nouvelle fondation de turbine eolienne en mer appropriee pour une couche de revetement peu profonde et son procede de construction

Country Status (3)

Country Link
CA (1) CA3177328C (fr)
DE (1) DE112021000948T5 (fr)
WO (1) WO2022127466A1 (fr)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115288213B (zh) * 2022-07-13 2024-02-09 中交天津港湾工程研究院有限公司 海上钢圆筒稳定性预测方法
CN115288184A (zh) * 2022-09-01 2022-11-04 中国长江三峡集团有限公司 浅覆盖层的海上风电单桩复合基础施工方法及其复合基础
CN116988524B (zh) * 2023-08-09 2024-05-14 中国电建集团重庆工程有限公司 一种滩涂光伏电站桩基的加固装置及其使用方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB0324317D0 (en) * 2003-10-17 2003-11-19 Dixon Richard K A composite marine foundation
CN103010415B (zh) * 2011-09-22 2015-08-19 江门强光海洋工程股份有限公司 支撑海上风机和海洋能发电机的预应力混凝土浮式平台
CN108867688A (zh) * 2018-07-18 2018-11-23 上海勘测设计研究院有限公司 一种海上风力发电机组重力式基础及其安装方法
CN110984213B (zh) * 2019-12-19 2024-08-09 中国长江三峡集团有限公司 一种海上风电单桩-摩擦锥复合基础及其施工方法
CN110984214B (zh) * 2019-12-19 2024-08-09 中国长江三峡集团有限公司 海上风电单桩-翼板-堆石体复合基础及其施工方法
CN110984212A (zh) * 2019-12-19 2020-04-10 中国长江三峡集团有限公司 海上风机组合式单桩基础及施工方法
CN112627222B (zh) * 2020-12-17 2022-03-11 中国长江三峡集团有限公司 一种适用于浅覆盖层的海上风电新型基础及其施工方法

Also Published As

Publication number Publication date
WO2022127466A1 (fr) 2022-06-23
CA3177328A1 (fr) 2022-06-23
DE112021000948T5 (de) 2023-01-05

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