JP2013503995A - 流体力学的配列によって支持される高架橋 - Google Patents
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- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
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- E—FIXED CONSTRUCTIONS
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
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- F03B13/00—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates
- F03B13/08—Machine or engine aggregates in dams or the like; Conduits therefor, e.g. diffusors
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
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- F03B13/26—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using tide energy
- F03B13/264—Adaptations of machines or engines for special use; Combinations of machines or engines with driving or driven apparatus; Power stations or aggregates characterised by using wave or tide energy using tide energy using the horizontal flow of water resulting from tide movement
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
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- F03B17/00—Other machines or engines
- F03B17/06—Other machines or engines using liquid flow with predominantly kinetic energy conversion, e.g. of swinging-flap type, "run-of-river", "ultra-low head"
- F03B17/062—Other machines or engines using liquid flow with predominantly kinetic energy conversion, e.g. of swinging-flap type, "run-of-river", "ultra-low head" with rotation axis substantially at right angle to flow direction
- F03B17/063—Other machines or engines using liquid flow with predominantly kinetic energy conversion, e.g. of swinging-flap type, "run-of-river", "ultra-low head" with rotation axis substantially at right angle to flow direction the flow engaging parts having no movement relative to the rotor during its rotation
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Abstract
Description
Claims (20)
- 流体力学的に電気を生産するためのシステムであって、
高架橋であって、該高架橋を通って車両が横断する、高架橋と、
該高架橋を支持するように構成された流体力学的配列と
を備え、
該流体力学的配列は、海洋潮または川の流れの運動、および該流体力学的配列に作用する力から電気を発電するようにさらに構成されており、該流体力学的配列は、該海洋潮または川の流れに沈められ、該海洋潮または川の流れに対して運動している、
システム。 - 前記高架橋は、複数の対の車道径間から形成され、各車道径間は、ガードレール、安全壁、側溝、クレーン用レール、機器用レール、マンホールカバー、マンホール、および電力ケーブルを配置するように構成された三角形空洞を含む、請求項1に記載のシステム。
- 前記高架橋は、複数の対の車道径間から形成され、各車道径間は、横方向ラッチ末端、縦方向オス型ラッチ末端、縦方向メス型ラッチ末端、2つの脚部、および2つのほぞを含む、請求項1に記載のシステム。
- 前記流体力学的配列は、複数の流体力学的要素から形成され、第1の流体力学的要素は、第1の対の車道径間を横方向に支持する第1の4つ組の柱を含む、請求項3に記載のシステム。
- 前記第1の4つ組の柱の各柱は、U形ほぞ穴を有する上部と、長方形ほぞ穴によって柱に接続された突起とを含む、請求項4に記載のシステム。
- 前記第1の対の車道径間のうちの第1の車道径間は、前記第1の4つ組の柱からの2つの柱によって支持され、該第1の車道径間の2つの脚部は、該2つの柱の上部に横に載置される一方、該第1の車道径間のほぞは、該2つの柱のU形ほぞ穴と嵌合する、請求項5に記載のシステム。
- 前記第1の4つ組の柱のうちの前記2つの柱は、2つのさらなる柱と一緒に、第2の4つ組の柱を形成し、該第2の4つ組の柱は、第2の対の車道径間を横方向に支持する、請求項6に記載のシステム。
- 前記第2の対の車道径間のうちの第2の車道径間は、前記第2の4つ組の柱からの2つの柱によって支持され、該第2の車道径間の縦方向オス型ラッチ末端は、前記第1の車道径間の縦方向メス型ラッチ末端と嵌合する、請求項7に記載のシステム。
- 前記流体力学的要素は、入れ子式機械チャンバを含み、該入れ子式機械チャンバの上部は、中央径間を規定する、請求項4に記載のシステム。
- 前記中央径間は、第1および第2の横方向ラッチ末端を含み、該第1の横方向ラッチ末端は、前記第1の対の車道径間からの車道径間の横方向ラッチ末端と嵌合し、該第2の横方向ラッチ末端は、該第1の対の車道径間の残りの車道径間の横方向ラッチ末端と嵌合する、請求項9に記載のシステム。
- 前記入れ子式機械チャンバは、機械的エネルギーを電気エネルギーに変換するための発電機を含む発電機チャンバを格納し、該発電機は、トルク軸に連結されている、請求項10に記載のシステム。
- 前記入れ子式機械チャンバは、中央径間として規定する上部を含み、該上部は、該入れ子式機械チャンバへのアクセスを提供するために、機械ハッチおよびマンホールカバーを含む、請求項11に記載のシステム。
- 前記トルク軸は、上方足場/軸受アセンブリを同軸に係合し、該上方足場/軸受アセンブリは、略長方形形状であり、2つの端部を有しており、該2つの端部は、一対の上方フィンの突起末端と嵌合し、該一対の上方フィンの上向湾曲遠位端は、該一対の上方フィンの下の海洋潮または川の流れの流動を誘導する、請求項11に記載のシステム。
- 前記トルク軸は、上方回転子アセンブリを同軸に係合し、該上方回転子アセンブリは、前記上方足場/軸受アセンブリおよび前記対の上方フィンより下に位置付けられている、請求項13に記載のシステム。
- 前記トルク軸は、中心足場/軸受アセンブリを同軸に係合し、該中心足場/軸受アセンブリは、略円形形状であり、一対の下方フィンの近位端における2つの弧から形成された突起末端と嵌合し、該一対の下方フィンは、略水平配向である、請求項14に記載のシステム。
- 前記トルク軸は、下方回転子アセンブリを同軸に係合し、該下方回転子アセンブリは、前記中心足場/軸受アセンブリおよび前記対の下方フィンより下に位置付けられている、請求項15に記載のシステム。
- 前記トルク軸は、下方足場/軸受アセンブリ内で終端し、該下方足場/軸受アセンブリは、ベースプレートブロックのボア内またはT形ラッチ部材のボア内に着座する、請求項16に記載のシステム。
- 前記ベースプレートブロックは、前記第1の4つ組の柱の脚部を収容するための4つの溝を有し、前記ベースプレートブロックの側部は、ラッチ末端を含む、請求項17に記載のシステム。
- 前記ベースプレートブロックは、別のベースプレートブロックに隣接して位置付けられ、両方は、前記T形ラッチ部材によって、互いに対して相互に締結される、請求項18に記載のシステム。
- 柱の断面は、楕円体、中心に向かう後縁を有する対称翼、および丸い端部を有する長方形から成る群から選択される形状である、請求項4に記載のシステム。
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US12/552,961 | 2009-09-02 | ||
US12/552,961 US8400006B2 (en) | 2009-09-02 | 2009-09-02 | Hydrodynamic array |
PCT/CA2010/000813 WO2011026213A1 (en) | 2009-09-02 | 2010-06-02 | Viaduct supported by hydrodynamic array |
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JP2013503995A true JP2013503995A (ja) | 2013-02-04 |
JP5711235B2 JP5711235B2 (ja) | 2015-04-30 |
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US (2) | US8400006B2 (ja) |
EP (1) | EP2473682B1 (ja) |
JP (1) | JP5711235B2 (ja) |
KR (1) | KR20120103564A (ja) |
CN (1) | CN102892957B (ja) |
AU (1) | AU2010291806B2 (ja) |
CA (1) | CA2776489C (ja) |
CL (1) | CL2012000563A1 (ja) |
IN (1) | IN2012DN02708A (ja) |
RU (1) | RU2565121C2 (ja) |
WO (1) | WO2011026213A1 (ja) |
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- 2010-06-02 CN CN201080042824.5A patent/CN102892957B/zh active Active
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Also Published As
Publication number | Publication date |
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CL2012000563A1 (es) | 2012-12-14 |
EP2473682A1 (en) | 2012-07-11 |
EP2473682A4 (en) | 2016-03-02 |
US8841790B1 (en) | 2014-09-23 |
AU2010291806B2 (en) | 2016-12-08 |
CA2776489A1 (en) | 2011-03-10 |
RU2012112818A (ru) | 2013-10-10 |
JP5711235B2 (ja) | 2015-04-30 |
CA2776489C (en) | 2017-08-29 |
CN102892957B (zh) | 2016-01-20 |
WO2011026213A1 (en) | 2011-03-10 |
CN102892957A (zh) | 2013-01-23 |
EP2473682B1 (en) | 2018-08-01 |
US20110049896A1 (en) | 2011-03-03 |
US8400006B2 (en) | 2013-03-19 |
IN2012DN02708A (ja) | 2015-09-11 |
RU2565121C2 (ru) | 2015-10-20 |
AU2010291806A1 (en) | 2012-04-26 |
KR20120103564A (ko) | 2012-09-19 |
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