DK2374966T3 - Fremgangsmåde til bygning af et hybridtårn til en vindmølle - Google Patents

Fremgangsmåde til bygning af et hybridtårn til en vindmølle Download PDF

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Publication number
DK2374966T3
DK2374966T3 DK10305351.8T DK10305351T DK2374966T3 DK 2374966 T3 DK2374966 T3 DK 2374966T3 DK 10305351 T DK10305351 T DK 10305351T DK 2374966 T3 DK2374966 T3 DK 2374966T3
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DK
Denmark
Prior art keywords
concrete structure
mast
metal mast
concrete
segment
Prior art date
Application number
DK10305351.8T
Other languages
English (en)
Inventor
Tuong Alain Huynh
Benoît Melen
Original Assignee
Soletanche Freyssinet
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 Soletanche Freyssinet filed Critical Soletanche Freyssinet
Application granted granted Critical
Publication of DK2374966T3 publication Critical patent/DK2374966T3/da

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/12Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02Structures made of specified materials
    • E04H12/08Structures made of specified materials of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D13/00Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/10Assembly of wind motors; Arrangements for erecting wind motors
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F03MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
    • F03DWIND MOTORS
    • F03D13/00Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
    • F03D13/20Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05BINDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00Components
    • F05B2240/90Mounting on supporting structures or systems
    • F05B2240/91Mounting on supporting structures or systems on a stationary structure
    • F05B2240/912Mounting on supporting structures or systems on a stationary structure on a tower
    • 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
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/30Wind power
    • 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
    • Y02E10/728Onshore wind turbines

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Wind Motors (AREA)

Claims (6)

1. Fremgangsmåde til bygning af et hybridtårn (1), omfattende: - opstille en metalmast (4) forbundet til et fundament (11); - bygge en betonstruktur (3) med en flerhed af overlejrede betonsegmenter (6) rundt om metalmasten ved at anvende metalmasten som en støtte; - frakoble metalmasten fra fundamentet; - løfte metalmasten teleskopisk og føre metalmasten langs betonstrukturen; og - forbinde den løftede metalmast til betonstrukturen, hvor bygning af betonstrukturen omfatter: a) installere mindst et første segment (6) af betonstrukturen (3); b) løfte det installerede segment(er) af betonstrukturen langs metalmasten (4) ved føring af de løftede segmenter (6) af betonstrukturen (3) under anvendelse af metalmasten (4), til at klargøre et rum med tilstrækkelig højde til at modtage næste segment af betonstrukturen; c) installere det næste segment af betonstrukturen i dette rum; og d) gentage trinnene b) og c) indtil et sidste segment af betonstrukturen er installeret ved en bunddel af betonstrukturen.
2. Fremgangsmåden ifølge krav 1, hvor betonstrukturen (3) er bygget ved samling af præfabrikerede elementer.
3. Fremgangsmåden ifølge et hvilket som helst af de foregående krav, yderligere omfattende montering afen vindgeneratornacelle (5) til en øvre del af metalmasten (4).
4. Fremgangsmåden ifølge et hvilket som helst af de foregående krav, hvor en føringsstruktur (10) er forbundet til en bunddel af metalmasten (4), og hvor føringsstrukturen har en nedre del forsynet med en føringsdel (30) til at samarbejde med betonstrukturen (3) når metalmasten er løftet.
5. Fremgangsmåden ifølge krav 4, hvor føringsstrukturen (10) er frakoblet fra bunddelen af metalmasten (4) efter trinnet at løfte metalmasten.
6. Fremgangsmåden ifølge krav 4 eller 5, hvor føringsstrukturen (10) er anbragt mellem metalmasten (4) og fundamentet (11) i trinnet at opstille metalmasten, og hvor føringsstrukturen anvendes som en løfte-støtte-struktur i trinnet at bygge betonstrukturen (3).
DK10305351.8T 2010-04-06 2010-04-06 Fremgangsmåde til bygning af et hybridtårn til en vindmølle DK2374966T3 (da)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP10305351.8A EP2374966B1 (en) 2010-04-06 2010-04-06 Method of building a hybrid tower for a wind generator

Publications (1)

Publication Number Publication Date
DK2374966T3 true DK2374966T3 (da) 2016-11-07

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DK10305351.8T DK2374966T3 (da) 2010-04-06 2010-04-06 Fremgangsmåde til bygning af et hybridtårn til en vindmølle

Country Status (9)

Country Link
US (1) US8297025B2 (da)
EP (1) EP2374966B1 (da)
JP (1) JP5822509B2 (da)
KR (1) KR101756323B1 (da)
CN (1) CN102213033B (da)
BR (1) BRPI1101612B1 (da)
CA (1) CA2735625C (da)
DK (1) DK2374966T3 (da)
ES (1) ES2595231T3 (da)

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Also Published As

Publication number Publication date
KR20110112228A (ko) 2011-10-12
AU2011201502A1 (en) 2011-10-20
CA2735625C (en) 2018-02-20
EP2374966A1 (en) 2011-10-12
BRPI1101612B1 (pt) 2020-06-16
CA2735625A1 (en) 2011-10-06
CN102213033B (zh) 2016-07-13
JP2011220102A (ja) 2011-11-04
ES2595231T3 (es) 2016-12-28
US20110239584A1 (en) 2011-10-06
US8297025B2 (en) 2012-10-30
KR101756323B1 (ko) 2017-07-10
EP2374966B1 (en) 2016-07-20
AU2011201502B2 (en) 2016-04-28
CN102213033A (zh) 2011-10-12
JP5822509B2 (ja) 2015-11-24

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