DK2478171T3 - Rørformig bygningsstruktur med hængselsforbundet platformsegment - Google Patents

Rørformig bygningsstruktur med hængselsforbundet platformsegment Download PDF

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Publication number
DK2478171T3
DK2478171T3 DK10754405.8T DK10754405T DK2478171T3 DK 2478171 T3 DK2478171 T3 DK 2478171T3 DK 10754405 T DK10754405 T DK 10754405T DK 2478171 T3 DK2478171 T3 DK 2478171T3
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DK
Denmark
Prior art keywords
segments
pipe
segment
tube
platform
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DK10754405.8T
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English (en)
Inventor
Lars Ryholl
Arne Kryger
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Vestervangen Holding Odense Aps
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Publication of DK2478171T3 publication Critical patent/DK2478171T3/da

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    • 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
    • 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
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/24Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
    • E04G3/243Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the outside contour of a building
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/08Scaffold boards or planks
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling 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
    • E04H12/08Structures made of specified materials of metal
    • E04H12/085Details of flanges for tubular masts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • 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
    • Y02E10/728Onshore wind turbines

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Tents Or Canopies (AREA)

Claims (6)

1. Fremgangsmåde til rejsning afen rørformig bygningsstruktur (10) omfattende sammenføjede rørafsnit (12) hver dannet ved sammenføjede aksialt forløbende rørsegmenter (16), hvilken fremgangsmåde omfatter at - danne et fundament (11) til bygningsstrukturen og mindst et rørafsnit (12) strækkende sig opad derfra, - danne et yderligere rørafsnit (12) på toppen af et øvre rørafsnit allerede anbragt på fundamentet (11), - fastgøre nedre dele af rørsegmenterne (16) af det yderligere rørafsnit (12) til det øvre rørafsnit (12) og sammenføje tilgrænsende rørsegmenter (16) for at danne det yderligere rørafsnit (12), - hvor rørsegmenterne (16) omfatter flanger (17) langs hver side af modstående langsgående sider af rørsegmenterne (16) hvilke flanger strækker sig radialt indad i forhold til en langsgående akse af den rørformige bygningsstruktur, og hvor rørsegmenterne (16) er indbyrdes sammenføjede ved anvendelse af bolte eller skruer via registreringshuller i flangerne (17), kendetegnet ved at mindst nogen af rørsegmenterne (16) er forsynet med platformsegmenter (28) der er hængselsforbundne og foldbare fra en sammenklappet position i hvilken de er positioneret tæt til rørsegmentet (16) til en anvendelsesposition i hvilken de strækker sig radialt indad i den rørformige bygningsstruktur (10) i den monterede position af rørsegmenterne (16), og at platformsegmenterne (28) er hængselsforbundne til de radialt indad strækkende flanger (17).
2. Fremgangsmåde ifølge krav 1, hvor det yderligere rørafsnit (12) er dannet på toppen af det øvre rørafsnit (12) allerede anbragt på fundament (11) ved at løfte individuelle rørsegmenter (16) i position ved hjælp afen hæveindretning (19), der er indrettet på en søjle (18) positioneret inde i det mindst ene rørafsnit (12).
3. Fremgangsmåde ifølge krav 1 eller 2, hvor platformsegmenterne (28) støttes i positionen ved anvendelse af mindst en af: teleskopstænger (30), wirer, knæled eller ikke-teleskopiske stænger.
4. Rørsegment (16) tilpasset til at være sammenføjet med andre rørsegmenter (16) for at danne en rørformig bygningsstruktur eller tårn (10) omfattende sammenføjede rørafsnit (12) hvor hvert rørafsnit er dannet ved sammenføjede aksialt forløbende rørsegmenter (16), - hvor rørsegmentet omfatter flanger (17) langs hver side af modstående langsgående sider af rørsegmentet (16) hvilke flanger strækker sig radialt indad i forhold til en langsgående akse af den rørformige bygningsstruktur eller tårn, og rørsegmentet er tilpasset til at være sammenføjet med andre rørsegmenter (16) ved anvendelse af bolte eller skruer via registreringshuller i flangerne (17), kendetegnet ved at rørsegmentet (16) er forsynet med et platform segment (28) der er hængselsforbundet og foldbart fra en sammenklappet position i hvilken den er positioneret tæt til rørsegmentet (16) til en anvendelsesposition i hvilken det strækker sig radialt indad i den rørformige bygningsstruktur (10) i den monterede position af rørsegmenterne (16), og at platformsegmentet (28) er hængselsforbundet til de radialt indvendigt strækkende flanger (17).
5. Rørsegment (16) ifølge krav 4, yderligere omfattende organ tilpasset til at støtte platformsegmentet (28) i anvendelsespositionen, hvilket organ er valgt fra: teleskopstang (30), wire, knæled eller ikke-teleskopisk stang.
6. Rørsegment (16) ifølge krav 4 eller 5, yderligere omfattende en skinne (31) der strækker sig opad fra platformsegmentet (28) i anvendelsespositionen, hvor skinnen (31) er hængselsforbundet til platformsegmentet (28) og foldbar fra en sammenklappet position i hvilken den er positioneret tæt ved platformsegmentet (28) til en anvendelsesposition i hvilken det strækker sig i en i alt væsentlig vertikal orientering.
DK10754405.8T 2009-09-15 2010-09-14 Rørformig bygningsstruktur med hængselsforbundet platformsegment DK2478171T3 (da)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DKPA200970113 2009-09-15
DKPA201070152 2010-04-19
PCT/DK2010/050232 WO2011032559A2 (en) 2009-09-15 2010-09-14 Tubular building structure with hingedly connected platform segment

Publications (1)

Publication Number Publication Date
DK2478171T3 true DK2478171T3 (da) 2018-12-10

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Application Number Title Priority Date Filing Date
DK10754405.8T DK2478171T3 (da) 2009-09-15 2010-09-14 Rørformig bygningsstruktur med hængselsforbundet platformsegment

Country Status (10)

Country Link
US (1) US8615965B2 (da)
EP (1) EP2478171B1 (da)
KR (1) KR20130009731A (da)
CN (1) CN102597390B (da)
BR (1) BR112012005877A2 (da)
CA (1) CA2772675A1 (da)
DK (1) DK2478171T3 (da)
ES (1) ES2695930T3 (da)
NZ (1) NZ598492A (da)
WO (1) WO2011032559A2 (da)

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Also Published As

Publication number Publication date
BR112012005877A2 (pt) 2017-06-06
CN102597390B (zh) 2015-01-21
EP2478171B1 (en) 2018-08-15
WO2011032559A3 (en) 2012-01-26
NZ598492A (en) 2013-12-20
CN102597390A (zh) 2012-07-18
KR20130009731A (ko) 2013-01-23
ES2695930T3 (es) 2019-01-11
US20120210668A1 (en) 2012-08-23
EP2478171A2 (en) 2012-07-25
US8615965B2 (en) 2013-12-31
CA2772675A1 (en) 2011-03-24
WO2011032559A2 (en) 2011-03-24

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