JP5893408B2 - 海底設置基礎又は離岸風力タービンパイルからなる海洋構造物の周辺の海底の侵食を抑制又は低減するための方法及びシステム - Google Patents
海底設置基礎又は離岸風力タービンパイルからなる海洋構造物の周辺の海底の侵食を抑制又は低減するための方法及びシステム Download PDFInfo
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- E02B17/0017—Means for protecting offshore constructions
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- E—FIXED CONSTRUCTIONS
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- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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- E—FIXED CONSTRUCTIONS
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- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
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- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
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- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
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Description
Claims (10)
- 海底設置基礎又は離岸風力タービンパイルからなる海洋構造物の周辺の海底の侵食を抑制又は低減するための方法であって、
前記海底設置基礎、離岸風力タービンパイルを囲む領域及び/又は隣接する領域に、互いに連結された沈降エレメントの単層配列を設け、
前記沈降エレメントは、集結された海底物質を捕捉し、含有するように構成され、
1.05から1.5の範囲の比重を有する材料で形成され、
前記沈降エレメントの互いに連結された単層配列の構造的特性は、前記沈降エレメント自体が集結された海底物質の中に浮いた状態で、再び捕捉された沈降物で埋まるように前記沈降エレメント内に海底物質が一時的に集結されるとき、前記沈降エレメントは、支持している海底物質によりさらなる侵食も、さらなる変位も引き起こさないことを特徴とする方法。 - 前記沈降エレメントは、1.2から1.5の範囲の比重を有する材料で形成される請求項1に記載の方法。
- 前記各沈降エレメントは、2つの実質的に異なる流れの方向に1つ以上の沈殿物捕捉構成要素を配列したものであることを特徴とする請求項1に記載の方法。
- 前記沈降エレメントは、捕捉構成要素が屋根部、底部、及び壁部を有し、半径方向の幅と深さとして特徴を有する捕捉構成要素でなり、その中で、半径方向の幅を深さで除したアスペクト比は、0.5から2.25であり、
空隙の直径によって分離された前記捕捉構成要素は、
空隙の直径が各捕捉構成要素の半径方向の幅の1から3倍の間;
1mから15cmの範囲の半径方向の直径;及び
50cmから10cmの範囲の深さであることを特徴とする請求項1に記載の方法。 - 前記沈降エレメントが車両のタイヤであることを特徴とする請求項1に記載の方法。
- 海底設置基礎又は風力タービンからなる海洋構造物のための侵食を抑制又は低減するためのシステムであって、
前記システムは、相互に連結した沈降エレメントの単層配列を備え、前記沈降エレメントは、集結された海底物質を捕捉し、含有するように構成され、1.05から1.5の範囲の比重を有する材料で形成され、前記沈降エレメントの互いに連結された単層配列の構造的特性は、前記沈降エレメント自体が集結された海底物質の中に浮いた状態で、再び捕捉された沈降物で埋まるように前記沈降エレメント内に海底物質が一時的に集結されるとき、前記沈降エレメントは、支持している海底物質によりさらなる侵食も、さらなる変位も引き起こさないことを特徴とするシステム。 - 前記沈降エレメントは、屋根部、底部、及び壁部を有し、空気を逃がすことができる少なくとも1つの開口を壁部又は屋根部に有することを特徴とする請求項6に記載のシステム。
- 前記沈降エレメントは、少なくとも屋根部、底部、及び壁部を有し、半径方向の幅と深さとして特徴を有する捕捉構成要素でなり、その中で、半径方向の幅を深さで除したアスペクト比は、0.5から2.25であり、
空隙の直径によって分離された前記捕捉構成要素は、
空隙の直径が各捕捉構成要素の半径方向の幅の1から3倍の間;
1mから15cmの範囲の半径方向の直径;及び
50cmから10cmの範囲の深さであることを特徴とする請求項6に記載のシステム。 - 前記沈降エレメントが、ゴム、加硫ゴム、又は合成ゴム材から選択された材料から形成されることを特徴とする請求項6に記載のシステム。
- 前記沈降エレメントが車両のタイヤであることを特徴とする請求項6に記載のシステム。
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GB0903068A GB0903068D0 (en) | 2009-02-24 | 2009-02-24 | Anti scour mats |
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PCT/EP2010/001116 WO2010097199A1 (en) | 2009-02-24 | 2010-02-23 | Anti-scour system |
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JP2012518728A JP2012518728A (ja) | 2012-08-16 |
JP5893408B2 true JP5893408B2 (ja) | 2016-03-23 |
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JP2011550488A Expired - Fee Related JP5893408B2 (ja) | 2009-02-24 | 2010-02-23 | 海底設置基礎又は離岸風力タービンパイルからなる海洋構造物の周辺の海底の侵食を抑制又は低減するための方法及びシステム |
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US (1) | US9869069B2 (ja) |
EP (1) | EP2401438B8 (ja) |
JP (1) | JP5893408B2 (ja) |
KR (1) | KR20120005445A (ja) |
CN (2) | CN102388188B (ja) |
BR (1) | BRPI1007799A2 (ja) |
CA (1) | CA2791266A1 (ja) |
DK (1) | DK2401438T3 (ja) |
GB (3) | GB0903068D0 (ja) |
WO (1) | WO2010097199A1 (ja) |
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CN103603267B (zh) * | 2013-11-21 | 2015-06-24 | 同济大学 | 一种变高度牺牲桩群抵抗桥墩基础局部冲刷的防护装置 |
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CN106869189B (zh) * | 2017-03-27 | 2022-04-19 | 北京科技大学 | 一种抑制海洋建筑物桩基础海底冲刷的装置 |
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JPH06257123A (ja) * | 1993-03-04 | 1994-09-13 | Shidagumi:Kk | コンクリート入りタイヤの連結方法 |
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EP1102903B1 (en) * | 1998-08-06 | 2007-05-02 | Ecoflex Australia Pty. Limited | Tyre foundation structure |
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US6416253B1 (en) * | 2000-05-02 | 2002-07-09 | Lee Masonry Products, Llc | Abrasive resistant open cell articulated seabed mat |
US6268035B1 (en) * | 2000-07-25 | 2001-07-31 | The Detroit Edison Company | Tire block and method of making the same |
US6705803B2 (en) * | 2001-05-17 | 2004-03-16 | Garry Kevin Callinan | Tire foundation structure |
WO2003035986A1 (en) * | 2001-10-26 | 2003-05-01 | Lee, Byung-Moo | Method for constructing scour protection of bridge and stabilization of stream bed using block mat |
AU2003243225A1 (en) * | 2002-05-16 | 2003-12-02 | Alex F. Talbott | Tire fence |
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CN1621723A (zh) * | 2003-11-28 | 2005-06-01 | 栾刚 | 海底管线的防护沉排及其制造方法 |
KR20100020469A (ko) | 2007-06-11 | 2010-02-22 | 베스타스 윈드 시스템스 에이/에스 | 해상 시설물용 배관 구조물 |
-
2009
- 2009-02-24 GB GB0903068A patent/GB0903068D0/en not_active Ceased
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2010
- 2010-02-23 CA CA 2791266 patent/CA2791266A1/en not_active Abandoned
- 2010-02-23 CN CN201080009079.4A patent/CN102388188B/zh not_active Expired - Fee Related
- 2010-02-23 DK DK10709159.7T patent/DK2401438T3/da active
- 2010-02-23 GB GB201108563A patent/GB2476784B/en active Active
- 2010-02-23 KR KR20117022600A patent/KR20120005445A/ko not_active Application Discontinuation
- 2010-02-23 EP EP10709159.7A patent/EP2401438B8/en active Active
- 2010-02-23 WO PCT/EP2010/001116 patent/WO2010097199A1/en active Application Filing
- 2010-02-23 US US13/202,714 patent/US9869069B2/en active Active
- 2010-02-23 BR BRPI1007799A patent/BRPI1007799A2/pt not_active IP Right Cessation
- 2010-02-23 CN CN201610529488.6A patent/CN106192893A/zh active Pending
- 2010-02-23 JP JP2011550488A patent/JP5893408B2/ja not_active Expired - Fee Related
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Also Published As
Publication number | Publication date |
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DK2401438T3 (da) | 2019-07-22 |
EP2401438B8 (en) | 2019-06-12 |
GB2476784A (en) | 2011-07-06 |
US20110305510A1 (en) | 2011-12-15 |
CN102388188B (zh) | 2016-08-10 |
GB0903068D0 (en) | 2009-04-08 |
GB2476784B (en) | 2012-02-08 |
GB2468041A (en) | 2010-08-25 |
CN106192893A (zh) | 2016-12-07 |
WO2010097199A8 (en) | 2011-09-15 |
GB201003016D0 (en) | 2010-04-07 |
JP2012518728A (ja) | 2012-08-16 |
CN102388188A (zh) | 2012-03-21 |
EP2401438A1 (en) | 2012-01-04 |
US9869069B2 (en) | 2018-01-16 |
GB2468041B (en) | 2011-06-29 |
GB201108563D0 (en) | 2011-07-06 |
KR20120005445A (ko) | 2012-01-16 |
WO2010097199A1 (en) | 2010-09-02 |
EP2401438B1 (en) | 2019-04-10 |
BRPI1007799A2 (pt) | 2016-02-23 |
CA2791266A1 (en) | 2010-09-02 |
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