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US20160169209A1 - Wind turbine and wind turbine foundation - Google Patents

Wind turbine and wind turbine foundation Download PDF

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Publication number
US20160169209A1
US20160169209A1 US14/900,015 US201414900015A US2016169209A1 US 20160169209 A1 US20160169209 A1 US 20160169209A1 US 201414900015 A US201414900015 A US 201414900015A US 2016169209 A1 US2016169209 A1 US 2016169209A1
Authority
US
United States
Prior art keywords
foundation
tension
plinth
plate
wind turbine
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.)
Abandoned
Application number
US14/900,015
Inventor
Thomas Coordes
Frank POLLMAN
Alexander Größ
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.)
Wobben Properties GmbH
Original Assignee
Wobben Properties GmbH
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 Wobben Properties GmbH filed Critical Wobben Properties GmbH
Assigned to WOBBEN PROPERTIES GMBH reassignment WOBBEN PROPERTIES GMBH ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: GRÖß, Alexander, POLLMAN, FRANK, COORDES, THOMAS
Publication of US20160169209A1 publication Critical patent/US20160169209A1/en
Priority to US15/901,754 priority Critical patent/US10626573B2/en
Abandoned legal-status Critical Current

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Classifications

    • F03D11/045—
    • 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
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/16—Prestressed structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03D—WIND MOTORS
    • F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • F03D13/22—Foundations specially adapted for wind motors
    • 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
    • Y02E10/728—Onshore wind turbines

Definitions

  • the present invention relates to a wind energy plant and to a wind energy plant foundation base.
  • a corresponding foundation base Before a tower of a wind energy plant is erected, a corresponding foundation base has to be provided in the ground.
  • the foundation base is typically cast, for example, with concrete on site. After the concrete has hardened a first tower segment can be placed on the foundation base.
  • FIG. 2A shows a diagrammatic illustration of a foundation base of a wind energy plant according to the prior art.
  • a foundation base 210 cast of concrete has an ingate 210 c or a cast ring 210 c which has a bore 210 b for receiving a tensioning cable 230 .
  • the ingate 210 c is thereby located underneath the ground.
  • the wall of the tower segments 102 is provided with a plurality of bores 102 a through which the relevant tensioning cables or tension cords 230 can be guided. These tension cords 230 are used to tension the segments of the tower of the wind energy plant.
  • At the lower end 210 d of the ingate 210 c there is at least one tension cord head 240 .
  • a basement or a further space 210 a can be provided underneath the ingate 210 c where the tension cords 230 can be pretensioned by means of the tension cord head 240 .
  • the tension cords 230 can be pretensioned by means of the tension cord head 240 .
  • FIG. 2A an internal tensioning is shown, i.e. the tension cords run inside the tower wall.
  • FIG. 2B shows a diagrammatic illustration of a foundation base of a wind energy plant according to the prior art.
  • the foundation base 210 is cast of concrete and has an ingate 210 c with at least one bore 210 b for the tensioning cable or the tension cord 230 .
  • the tension cord 230 is not guided inside the formwork of the tower, but inside the tower and outside of the tower wall so that this is an internally tensioned or externally tensioned tower respectively.
  • the ingate has an underneath side 210 a where a tension cord head 240 is provided for tensioning the tension cord or tensioning cable.
  • Earth, gravel 10 or the like can be provided at least in part above the concrete foundation base 210 .
  • a foundation basement 210 a i.e., a space below ground level, has to be provided.
  • One or more embodiments of the present invention provide a wind energy plant with an improved foundation base and an improved wind energy foundation base respectively.
  • a wind energy plant is provided with a foundation base and a tower which is placed on the foundation base.
  • the foundation base has a foundation plate and a foundation plinth on the foundation plate.
  • a tension cord connector is provided on the foundation plinth and has a plurality of bores for receiving tension cords. The tension cords are tensioned on an underneath side of the connector by means of a tension cord head.
  • the foundation plate and the foundation plinth are cast from concrete, and the foundation plinth can project above the ground, whilst the foundation plate is located underneath the ground.
  • the distance between the upper side of the concrete plate and an underneath side of the tension cord connector is large enough so that the workers have enough space to tension the tension cords.
  • the foundation plate and the foundation plinth are cast in one piece from site-mixed concrete.
  • the invention likewise relates to a wind energy plant foundation base having a foundation plate and a foundation plinth on the foundation plate.
  • An ingate is provided on the foundation plinth with a plurality of bores for receiving tensioning cables or tension cords.
  • the tensioning cables or tension cords are tensioned on an underneath side of the ingate by means of a tension cord head.
  • the foundation plate and the foundation plinth are cast from concrete and can project above the ground.
  • One or more embodiments of the invention relates to the idea of providing a concrete foundation base with a concrete plinth and providing the ingate for the tension cords on the plinth.
  • the plinth is hereby disposed above the foundation base.
  • the foundation base In order to erect a wind energy plant or a tower of a wind energy plant, first the foundation base is provided and then tower segments are placed on the foundation base. The tower segments and the foundation base are then connected by tension cords to a static system. The tower segments as well as the foundation base can be manufactured and supplied separately. Through the foundation base it is possible to dispense with a foundation basement as well as with a foundation base cover. The foundation bases can be constructed flatter so that building costs, excavation and construction time can be considerably reduced.
  • One or more embodiments invention further relates to the idea of casting a lower tower segment directly together with the foundation base from concrete or site-mixed concrete so that the foundation base comprises a foundation plate and on the plate a plinth or a segment which is adapted to a foundation base placed thereon and is arranged above the foundation base or above the ground.
  • An ingate is provided on the plinth or the segment with a plurality of bores for receiving a tensioning cable or a tension cord.
  • the foundation base can be used both for the internal tensioning or for the external tensioning (inside the tower).
  • the plinth or the segment is cast in the form of a lower tower segment of the tower together with the foundation base.
  • the plinth projects optionally above the ground or ground level. This is advantageous because then no foundation basement need be provided and there is sufficient space to tension the tension cords by means of a tension cord head.
  • FIG. 1 shows a diagrammatic illustration of a wind energy plant according to the invention
  • FIG. 2A and 2B each show a diagrammatic sectional view of a foundation base of a wind energy plant according to the prior art
  • FIG. 3 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a first embodiment
  • FIG. 4 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a second embodiment
  • FIG. 5 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a third embodiment
  • FIG. 6 shows a diagrammatic illustration of a foundation base of a wind energy plant according to a fourth embodiment
  • FIG. 7 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a fifth embodiment
  • FIG. 8 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a sixth embodiment.
  • FIG. 1 shows a diagrammatic illustration of a wind energy plant according to the invention.
  • the wind energy plant 100 comprises a tower 102 and a nacelle 104 .
  • a rotor 106 on the nacelle 104 is provided with three rotor blades 108 and a spinner 110 .
  • the rotor 106 is set in a rotational movement through the wind and thus also turns the rotor or armature of the generator in the nacelle 104 .
  • the pitch angle of the rotor blades 108 can be changed by pitch motors at the rotor blade roots of each respective rotor blade 108 .
  • FIG. 3 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a first embodiment.
  • the foundation base 210 of the wind energy plant has a foundation plate 211 with a foundation plinth or foundation segment 212 .
  • the foundation plinth or foundation segment 212 is circular in design and serves for supporting a first tower segment 102 a thereon.
  • the foundation plinth or the foundation segment 212 projects above the ground or ground level 10 whilst the foundation plate 211 is provided below ground level.
  • a tension cord connector is provided on the foundation plinth or foundation segment 212 optionally in the form of an ingate 213 with a plurality of bores 213 a each for receiving a tension cord or tensioning cable 230 .
  • a first tower segment 102 a of a tower of the wind energy plant can be placed on the foundation plinth or foundation segment 212 .
  • the first embodiment shows an internal tensioning of the tower segments of the tower of the wind energy plant since the tensioning cables or tension cords 230 run inside the tower wall or the tower segments.
  • FIG. 4 shows a diagrammatic illustration of a foundation base of a wind energy plant according to a second embodiment.
  • the foundation 210 comprises a foundation plate 211 (below ground level) and a foundation plinth or a foundation segment 212 (above ground level).
  • a tension cord connector is provided optionally in the form of an ingate 214 with a plurality of bores 214 a which are used for receiving the tension cords or tensioning cables.
  • a tension cord head 240 for tensioning the tension cords 230 is provided at a lower end 214 b of the ingate 214 .
  • the wind energy plant foundation bases according to the first and second embodiments differ essentially through the configuration of the ingate 213 , 214 which are each provided to allow tensioning of the tension cords or tensioning cables.
  • the ingate or tension cord connector 213 , 214 is arranged optionally above the ground 10 or ground level. A foundation basement can thus be avoided.
  • the ingate 213 , 214 according to the first or second embodiment can be provided as a ring which can extend along the entire periphery of the tower.
  • the distance between an upper end 211 a of the foundation plate 211 and a lower end 213 b , 214 b of the ingate 213 , 214 can amount to at least a meter.
  • the height of the ingate 213 , 214 can optionally amount to at least a meter.
  • the tension cord connector can optionally be designed as an ingate 214 and can be cast together with the foundation plate 211 and the plinth 212 .
  • a foundation plinth or foundation segment is not cast of concrete together with the remaining foundation base, but is designed as a steel tower foot section.
  • FIG. 5 shows a diagrammatic sectional view of a wind energy plant foundation base according to a third embodiment.
  • Several segment anchors 270 and threaded rods 290 are provided in a concrete foundation base 11 and project beyond the foundation base 11 .
  • a joint 280 (e.g., a hard concrete joint) can be provided on the foundation base 11 on which a foundation segment 260 , e.g., in the form of a peripheral steel adapter is provided.
  • the steel adapter 260 has a lower end 261 , an upper end 263 as well as a side or sleeve face 262 .
  • a plurality of bores 267 are provided in the upper end 263 . The bores 267 serve to receive the tension cords or tensioning cables 230 .
  • the tower segments of the wind energy plant tower 102 have on the inside several bores through which the tension cords or tensioning cables 230 can be guided.
  • the tension cords or tensioning cables can be tensioned by means of a tension cord head 240 which is provided on the underneath side of the upper end 263 of the steel adapter 260 .
  • an internal tensioning of the tower of the wind energy plant is provided.
  • FIG. 6 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a further embodiment.
  • the foundation according to the fourth embodiment corresponds substantially to the foundation base according to the third embodiment wherein the upper end 265 is made longer.
  • the upper end 265 has a plurality of bores 265 a which are provided for receiving the tension cords or tensioning cables 230 .
  • a tension cord head 240 is provided underneath the upper end 265 for tensioning the tension cords or tensioning cables.
  • an external tensioning of the tower segments is thus provided wherein the tension cords or tensioning cables 230 are located inside the tower.
  • the steel adapter 260 can be filled with a Pagel mass 264 which is advantageous as regards strengthening the adapter as soon as the Pagel mass is hardened.
  • segment anchor 270 can be configured as an anchor ring.
  • a foundation section which is anchored in part in the foundation base.
  • An upper end of the foundation section has a plurality of bores for receiving the tension cods or tensioning cables which are then tensioned by means of a tension cord head.
  • FIG. 7 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a fifth embodiment.
  • a foundation section 260 has a lower end 261 and an upper end 263 as well as a side or sleeve face 262 .
  • the lower end 261 of the foundation section is placed at least in part in a concrete foundation base 11 .
  • the upper end 263 has a plurality of bores 263 a .
  • a lower tower segment of a tower 102 of the wind energy plant can be placed on the upper end 263 .
  • a plurality of bores 102 a are provided in the wall of the tower segment. Tensioning cables can be inserted through the bores 102 a and the bores 263 a and can then be tensioned by means of a tension cable head 240 .
  • the foundation section 260 can have a reinforcement plate 264 .
  • the foundation section 260 can be made from metal.
  • FIG. 8 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a sixth embodiment.
  • the foundation base according to the sixth embodiment corresponds to the foundation base according to the fifth embodiment wherein the upper end of the tower section is made longer so that a section of the upper end 265 projects into the tower and has there a plurality of bores 265 a through which tension cords or tensioning cables 230 can be guided so that these can then be tensioned by a tension cord head 240 .
  • the foundation section 260 can have a reinforcement plate 264 .
  • an external tensioning is thus provided wherein the tensioning cables run in the interior of the tower.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Architecture (AREA)
  • Sustainable Development (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Sustainable Energy (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Wind Motors (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Details Of Indoor Wiring (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

A wind energy plant is provided with a foundation base and a tower which is placed on the foundation base. The foundation base has a foundation plate below ground level and a foundation plinth on the foundation plate above ground level. On the foundation plinth a tension cord connector is provided with a plurality of bores for receiving tension cords. The tension cords are tensioned on an underneath side of the connector by means of a tension cord head. The foundation plate and the foundation plinth are cast in one piece from site-mixed concrete.

Description

    BACKGROUND
  • 1. Technical Field
  • The present invention relates to a wind energy plant and to a wind energy plant foundation base.
  • 2. Description of the Related Art
  • Before a tower of a wind energy plant is erected, a corresponding foundation base has to be provided in the ground. The foundation base is typically cast, for example, with concrete on site. After the concrete has hardened a first tower segment can be placed on the foundation base.
  • FIG. 2A shows a diagrammatic illustration of a foundation base of a wind energy plant according to the prior art. A foundation base 210 cast of concrete has an ingate 210 c or a cast ring 210 c which has a bore 210 b for receiving a tensioning cable 230. The ingate 210 c is thereby located underneath the ground. The wall of the tower segments 102 is provided with a plurality of bores 102 a through which the relevant tensioning cables or tension cords 230 can be guided. These tension cords 230 are used to tension the segments of the tower of the wind energy plant. At the lower end 210 d of the ingate 210 c there is at least one tension cord head 240. A basement or a further space 210 a can be provided underneath the ingate 210 c where the tension cords 230 can be pretensioned by means of the tension cord head 240. With the embodiment of FIG. 2A an internal tensioning is shown, i.e. the tension cords run inside the tower wall.
  • FIG. 2B shows a diagrammatic illustration of a foundation base of a wind energy plant according to the prior art. The foundation base 210 is cast of concrete and has an ingate 210 c with at least one bore 210 b for the tensioning cable or the tension cord 230. As opposed to FIG. 2A the tension cord 230 is not guided inside the formwork of the tower, but inside the tower and outside of the tower wall so that this is an internally tensioned or externally tensioned tower respectively. As shown in FIG. 2A the ingate has an underneath side 210 a where a tension cord head 240 is provided for tensioning the tension cord or tensioning cable. Earth, gravel 10 or the like can be provided at least in part above the concrete foundation base 210.
  • In order to be able to tension the tension cords 230 by means of the tension cord head a foundation basement 210 a, i.e., a space below ground level, has to be provided.
    • BRIEF SUMMARY
  • One or more embodiments of the present invention provide a wind energy plant with an improved foundation base and an improved wind energy foundation base respectively.
  • A wind energy plant is provided with a foundation base and a tower which is placed on the foundation base. The foundation base has a foundation plate and a foundation plinth on the foundation plate. A tension cord connector is provided on the foundation plinth and has a plurality of bores for receiving tension cords. The tension cords are tensioned on an underneath side of the connector by means of a tension cord head. The foundation plate and the foundation plinth are cast from concrete, and the foundation plinth can project above the ground, whilst the foundation plate is located underneath the ground.
  • The distance between the upper side of the concrete plate and an underneath side of the tension cord connector is large enough so that the workers have enough space to tension the tension cords.
  • According to a further aspect of the present invention the foundation plate and the foundation plinth are cast in one piece from site-mixed concrete.
  • The invention likewise relates to a wind energy plant foundation base having a foundation plate and a foundation plinth on the foundation plate. An ingate is provided on the foundation plinth with a plurality of bores for receiving tensioning cables or tension cords. The tensioning cables or tension cords are tensioned on an underneath side of the ingate by means of a tension cord head. The foundation plate and the foundation plinth are cast from concrete and can project above the ground.
  • One or more embodiments of the invention relates to the idea of providing a concrete foundation base with a concrete plinth and providing the ingate for the tension cords on the plinth. The plinth is hereby disposed above the foundation base.
  • In order to erect a wind energy plant or a tower of a wind energy plant, first the foundation base is provided and then tower segments are placed on the foundation base. The tower segments and the foundation base are then connected by tension cords to a static system. The tower segments as well as the foundation base can be manufactured and supplied separately. Through the foundation base it is possible to dispense with a foundation basement as well as with a foundation base cover. The foundation bases can be constructed flatter so that building costs, excavation and construction time can be considerably reduced.
  • One or more embodiments invention further relates to the idea of casting a lower tower segment directly together with the foundation base from concrete or site-mixed concrete so that the foundation base comprises a foundation plate and on the plate a plinth or a segment which is adapted to a foundation base placed thereon and is arranged above the foundation base or above the ground. An ingate is provided on the plinth or the segment with a plurality of bores for receiving a tensioning cable or a tension cord. The foundation base can be used both for the internal tensioning or for the external tensioning (inside the tower).
  • According to one embodiment of the invention the plinth or the segment is cast in the form of a lower tower segment of the tower together with the foundation base. The plinth projects optionally above the ground or ground level. This is advantageous because then no foundation basement need be provided and there is sufficient space to tension the tension cords by means of a tension cord head.
  • Further configurations of the invention form the subject of the dependent claims.
    • BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS
  • Advantages and embodiments of the invention will now be explained in further detail below with reference to the drawings.
  • FIG. 1 shows a diagrammatic illustration of a wind energy plant according to the invention;
  • FIG. 2A and 2B each show a diagrammatic sectional view of a foundation base of a wind energy plant according to the prior art;
  • FIG. 3 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a first embodiment;
  • FIG. 4 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a second embodiment;
  • FIG. 5 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a third embodiment;
  • FIG. 6 shows a diagrammatic illustration of a foundation base of a wind energy plant according to a fourth embodiment;
  • FIG. 7 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a fifth embodiment, and
  • FIG. 8 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a sixth embodiment.
    •  DETAILED DESCRIPTION
  • FIG. 1 shows a diagrammatic illustration of a wind energy plant according to the invention. The wind energy plant 100 comprises a tower 102 and a nacelle 104. A rotor 106 on the nacelle 104 is provided with three rotor blades 108 and a spinner 110. During operation the rotor 106 is set in a rotational movement through the wind and thus also turns the rotor or armature of the generator in the nacelle 104. The pitch angle of the rotor blades 108 can be changed by pitch motors at the rotor blade roots of each respective rotor blade 108.
  • FIG. 3 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a first embodiment. The foundation base 210 of the wind energy plant has a foundation plate 211 with a foundation plinth or foundation segment 212. The foundation plinth or foundation segment 212 is circular in design and serves for supporting a first tower segment 102 a thereon. The foundation plinth or the foundation segment 212 projects above the ground or ground level 10 whilst the foundation plate 211 is provided below ground level.
  • A tension cord connector is provided on the foundation plinth or foundation segment 212 optionally in the form of an ingate 213 with a plurality of bores 213 a each for receiving a tension cord or tensioning cable 230. A first tower segment 102 a of a tower of the wind energy plant can be placed on the foundation plinth or foundation segment 212.
  • The first embodiment shows an internal tensioning of the tower segments of the tower of the wind energy plant since the tensioning cables or tension cords 230 run inside the tower wall or the tower segments.
  • FIG. 4 shows a diagrammatic illustration of a foundation base of a wind energy plant according to a second embodiment. The foundation 210 comprises a foundation plate 211 (below ground level) and a foundation plinth or a foundation segment 212 (above ground level). On the foundation plinth or foundation segment 212 a tension cord connector is provided optionally in the form of an ingate 214 with a plurality of bores 214 a which are used for receiving the tension cords or tensioning cables. A tension cord head 240 for tensioning the tension cords 230 is provided at a lower end 214 b of the ingate 214.
  • According to the second embodiment an external tensioning is shown since here the tensioning cables are provided not within the tower wall, but outside of the tower wall but inside the tower.
  • The wind energy plant foundation bases according to the first and second embodiments differ essentially through the configuration of the ingate 213, 214 which are each provided to allow tensioning of the tension cords or tensioning cables. The ingate or tension cord connector 213, 214 is arranged optionally above the ground 10 or ground level. A foundation basement can thus be avoided. The ingate 213, 214 according to the first or second embodiment can be provided as a ring which can extend along the entire periphery of the tower.
  • Optionally the distance between an upper end 211 a of the foundation plate 211 and a lower end 213 b, 214 b of the ingate 213, 214 can amount to at least a meter. The height of the ingate 213, 214 can optionally amount to at least a meter.
  • The tension cord connector can optionally be designed as an ingate 214 and can be cast together with the foundation plate 211 and the plinth 212.
  • According to a third to sixth embodiment of the invention a foundation plinth or foundation segment is not cast of concrete together with the remaining foundation base, but is designed as a steel tower foot section.
  • FIG. 5 shows a diagrammatic sectional view of a wind energy plant foundation base according to a third embodiment. Several segment anchors 270 and threaded rods 290 are provided in a concrete foundation base 11 and project beyond the foundation base 11. A joint 280 (e.g., a hard concrete joint) can be provided on the foundation base 11 on which a foundation segment 260, e.g., in the form of a peripheral steel adapter is provided. The steel adapter 260 has a lower end 261, an upper end 263 as well as a side or sleeve face 262. A plurality of bores 267 are provided in the upper end 263. The bores 267 serve to receive the tension cords or tensioning cables 230. The tower segments of the wind energy plant tower 102 have on the inside several bores through which the tension cords or tensioning cables 230 can be guided. The tension cords or tensioning cables can be tensioned by means of a tension cord head 240 which is provided on the underneath side of the upper end 263 of the steel adapter 260.
  • According to the third embodiment an internal tensioning of the tower of the wind energy plant is provided.
  • FIG. 6 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a further embodiment. The foundation according to the fourth embodiment corresponds substantially to the foundation base according to the third embodiment wherein the upper end 265 is made longer. The upper end 265 has a plurality of bores 265 a which are provided for receiving the tension cords or tensioning cables 230. A tension cord head 240 is provided underneath the upper end 265 for tensioning the tension cords or tensioning cables.
  • According to the fourth embodiment an external tensioning of the tower segments is thus provided wherein the tension cords or tensioning cables 230 are located inside the tower.
  • According to the third and fourth embodiments the steel adapter 260 can be filled with a Pagel mass 264 which is advantageous as regards strengthening the adapter as soon as the Pagel mass is hardened.
  • According to the third and fourth embodiments the segment anchor 270 can be configured as an anchor ring.
  • According to a fifth and sixth embodiments a foundation section is provided which is anchored in part in the foundation base. An upper end of the foundation section has a plurality of bores for receiving the tension cods or tensioning cables which are then tensioned by means of a tension cord head.
  • FIG. 7 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a fifth embodiment. A foundation section 260 has a lower end 261 and an upper end 263 as well as a side or sleeve face 262. The lower end 261 of the foundation section is placed at least in part in a concrete foundation base 11. The upper end 263 has a plurality of bores 263 a. A lower tower segment of a tower 102 of the wind energy plant can be placed on the upper end 263. A plurality of bores 102 a are provided in the wall of the tower segment. Tensioning cables can be inserted through the bores 102 a and the bores 263 a and can then be tensioned by means of a tension cable head 240.
  • According to the fifth embodiment internal tensioning is provided.
  • The foundation section 260 can have a reinforcement plate 264. The foundation section 260 can be made from metal.
  • FIG. 8 shows a diagrammatic sectional view of a foundation base of a wind energy plant according to a sixth embodiment. The foundation base according to the sixth embodiment corresponds to the foundation base according to the fifth embodiment wherein the upper end of the tower section is made longer so that a section of the upper end 265 projects into the tower and has there a plurality of bores 265 a through which tension cords or tensioning cables 230 can be guided so that these can then be tensioned by a tension cord head 240.
  • The foundation section 260 can have a reinforcement plate 264.
  • According to the sixth embodiment an external tensioning is thus provided wherein the tensioning cables run in the interior of the tower.

Claims (8)

1. A wind turbine comprising:
a foundation having a portion in a ground and a portion above a ground level, the foundation including a foundation plate and a foundation plinth that extends from the foundation plate and above the ground level, wherein the foundation plate and the foundation plinth are cast in a single piece of concrete;
a tension cord connector provided on the foundation plinth, the tension cord connector including a plurality of bores for receiving tension cords, wherein the tension cords are tensioned at a lower surface of the tension and cord connector by a tension cord head; and
a tower located on the foundation.
2. The wind turbine according to claim 1 wherein an upper side of the concrete plate is spaced from a lower side of the tension cord connector or a position of the tension cord head by a distance.
3. The wind turbine according to claim 2 wherein a height of the tension cord connector is the same as the distance between the upper side of the concrete plate and the lower side of the tension cord connector or the position of the tension cord head.
4. A wind turbine foundation base, comprising:
a foundation plate located below ground level; and
a foundation plinth that is integral with and extending from the foundation plate above ground level, wherein on the foundation plinth is a plurality of bores for receiving tension cords, wherein the tension cords are tensioned on a lower surface of the connector by a tension cord head.
5. The wind turbine foundation base according to claim 4 wherein the foundation plate and the foundation plinth are formed from concrete.
6. The wind turbine foundation base according to claim 4 wherein the lower surface of the connector is above and spaced apart from the foundation plate by a distance.
7. The wind turbine foundation base according to claim 6 wherein tension cords are spaced from the foundation plate.
8. The wind turbine foundation base according to claim 4 wherein the foundation plinth extends from a middle portion of the foundation plate.
US14/900,015 2013-06-21 2014-06-19 Wind turbine and wind turbine foundation Abandoned US20160169209A1 (en)

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EP3011175B1 (en) 2020-12-02
JP6612381B2 (en) 2019-11-27
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US10626573B2 (en) 2020-04-21
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US20180179722A1 (en) 2018-06-28
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ZA201508832B (en) 2017-01-25
CA3012015A1 (en) 2014-12-24
MX2015016826A (en) 2016-04-18
NZ714902A (en) 2017-02-24
KR20160018739A (en) 2016-02-17
TW201512501A (en) 2015-04-01
DE102013211750A1 (en) 2014-12-24
BR112015031615A2 (en) 2017-07-25
AU2014283227A1 (en) 2015-12-24
AU2014283227B2 (en) 2017-03-09
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CA2914460C (en) 2018-09-04
TWI551758B (en) 2016-10-01

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