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 PDFInfo
- 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
- Authority
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 48
- 230000005484 gravity Effects 0.000 claims abstract description 73
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 239000000945 filler Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 238000005516 engineering process Methods 0.000 claims description 4
- 230000005540 biological transmission Effects 0.000 claims description 3
- 230000035699 permeability Effects 0.000 claims description 3
- 230000002441 reversible effect Effects 0.000 claims description 3
- 238000005452 bending Methods 0.000 abstract description 6
- 238000006073 displacement reaction Methods 0.000 abstract description 3
- 239000002131 composite material Substances 0.000 description 3
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000001808 coupling effect Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
- E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/08—Sinking workpieces into water or soil inasmuch as not provided for elsewhere
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/50—Anchored foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
- E02D27/525—Submerged foundations, i.e. submerged in open water using elements penetrating the underwater ground
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/56—Screw piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D7/00—Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
- E02D7/22—Placing by screwing down
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/727—Offshore 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.
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)
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)
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 |
-
2021
- 2021-11-15 DE DE112021000948.6T patent/DE112021000948T5/de active Granted
- 2021-11-15 CA CA3177328A patent/CA3177328C/fr active Active
- 2021-11-15 WO PCT/CN2021/130649 patent/WO2022127466A1/fr active Application Filing
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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