WO2011032559A2 - Tubular building structure with hingedly connected platform segment - Google Patents
Tubular building structure with hingedly connected platform segment Download PDFInfo
- Publication number
- WO2011032559A2 WO2011032559A2 PCT/DK2010/050232 DK2010050232W WO2011032559A2 WO 2011032559 A2 WO2011032559 A2 WO 2011032559A2 DK 2010050232 W DK2010050232 W DK 2010050232W WO 2011032559 A2 WO2011032559 A2 WO 2011032559A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- tube
- segments
- segment
- platform
- building structure
- Prior art date
Links
- 238000000034 method Methods 0.000 claims abstract description 33
- 210000000629 knee joint Anatomy 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 5
- 230000004323 axial length Effects 0.000 description 2
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000001154 acute effect Effects 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000005094 computer simulation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/24—Scaffolds 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
- E04G3/243—Scaffolds 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/08—Scaffold boards or planks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
-
- 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
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
- E04H12/085—Details of flanges for tubular masts
-
- 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
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
-
- 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
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
-
- 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
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/30—Wind power
-
- 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 tubular building structures or towers, such as a telecommunication tower, a wind turbine tower or the like.
- tubular building structure comprising a platform located inside the tubular building structure.
- tubular building structures have been made from tube sections of rolled steel plate arranged on top of each other.
- the height of such building structures and, consequently, the diameters of the tube sections have been ever increasing so that they are difficult and expensive or impossible to transport along public roads.
- Tubular building structures or towers including those mentioned above, are normally provided with a number of internal platforms which are used by people working inside the tower during the erection of the tower and during subsequent service and maintenance.
- platforms are provided at certain levels/distances so that people climbing up and down can rest, and so that things, such as tools, which are accidentally dropped land on the next platform.
- Known platforms are made from construction elements, typically aluminum plates. Both for towers made from continuous tube sections and for towers where each section is made from a number of tube segments, the platforms are typically delivered as separate elements and mounted inside the tower as the erection progresses or subsequently after being lifted into the desired position by a mobile crane.
- tube segments are provided with platform segments that are hinge-connected and foldable from a collapsed position in which they are positioned close to the tube segment to a position of use in which they extend radially inwardly into the tubular building structure in the mounted position of the tube segments.
- the platform segments are positioned close to the tube segments along their whole length and not just in the end where the hinge-connection is. However, they may also be arranged at an acute angle to the tube segments.
- the “upper tube section” refers to the one being the uppermost until a further tube section is possibly formed on top thereof.
- the platform segments are held in their collapsed position by any suitable releasable means which will be well known to a person skilled in the art. It may e.g. by straps, hooks or screws.
- the tube segments and the platform segments are typically, but not necessarily, assembled with each other at the manufacturing factory and transported to the erection site of the tower as assembled units.
- the number of individual construction elements to keep track of is lowered compared to known methods. It may also be possible to pack the elements more compactly on the trucks and thereby lower the transportation cost.
- the further tube section is formed on top of the upper tube section already positioned on said base by lifting individual tube segments into position by means of a hoisting device, which is arranged on a column positioned within said at least one tube section .
- the tube segments may comprise flanges along each side of opposite longitudinal sides of the tube segments, which flanges extend radially inwardly with respect to the longitudinal axis of the tubular building structure, and the tube segments may be interconnected by use of bolts or screws via registering holes in the flanges.
- the flanges may be connected by other suitable methods, such as by welding.
- the platform segments may be hinge- connected to the flanges.
- the connection points can be at a distance from the wall of the tubular building structure, and the outer surface of the tubular building structure is not directly influenced .
- the platform segments are supported in the position of use by at least one of: telescopic rod, wire, knee joint or non- telescopic rod.
- Detailed design of the supporting means and how they are connected to the tower and the platform segments may e.g. be determined by use of computer simulations or by experimentation.
- a method according to the present invention may further comprise the following three steps:
- Such a method is e.g. used in towers where the vertical distance between two platforms is so that the first step is performed by workers standing on a lower platform (or ground level), and the third step is performed by the workers standing on the platform that was folded to the position of use in the second step.
- At least some of the objects of the present invention is also intended to be obtained in a second aspect of the invention by providing a tubular building structure comprising superposed tube sections, wherein at least some of the tube sections are provided with platform segments that are hinge-connected and foldable from a collapsed position in which they are positioned close to the tube sections to a position of use in which they extend radially inwardly into the tubular building structure in the mounted position of the tube sections.
- a tubular building structure may be made from continuous tube sections, or it may be a tubular building structure where each section is made from a number of tube segments according to a method as described above.
- the objects of the invention is also intended to be obtained in a third aspect of the invention by providing a tube segment adapted to be interconnected with other tube segments to form a tubular building structure or tower comprising superposed tube sections each tube section being formed by interconnected axially extending tube segments,
- tube segment is provided with a platform segment that is hinge- connected and foldable from a collapsed position in which it is positioned close to the tube segment to a position of use in which it extends radially inwardly into the tubular building structure in the mounted position of the tube segments.
- Such tube segments may be used in a method according to the first aspect of the invention .
- the platform segment extends upwardly in the collapsed position when the tube segment is arranged in a position of use and ready for interconnection with other tube segments.
- the platform segment extends downwardly in the collapsed position when the tube segment is arranged in a position of use and ready for interconnection with other tube segments.
- a combination of upwardly and downwardly extending platform segments may also be used if desired .
- Preferred embodiments of tube segment further comprise a rail extending upward from the platform segment in the position of use. Such a rail helps preventing that people working on the platform fall down .
- the rail may preferably be hinge-connected to the platform segment and foldable from a collapsed position in which it is positioned close to the platform segment to a position of use in which it extends in a substantially vertical orientation .
- Figure 1 shows schematically a tubular building structure formed by six tube sections and having an upwardly decreasing cross section .
- Figure 2 shows an example of a tube segment to be used in a method according to the present invention .
- Figure 3 shows schematically a side view of one tube section made from eight tube segments.
- Figure 4 shows schematically a top view of the tube section in figure 3 with platform segments mounted on every second tube segment.
- Figure 5 shows an embodiment of a tube segment according to an aspect of the invention .
- the platform segment is shown in a position of use.
- Figure 6 shows the platform segment in figure 5 in a collapsed position .
- Figures 7-9 illustrate steps in a possible method used for forming a first tube section from a number of axially extending tube segments.
- Figures 10-13 illustrate steps in a possible method used for forming a second tube section on top of the first tube section .
- Figures 14-19 illustrate steps in a possible method used for forming a third tube section on top of the second tube section .
- Figure 1 shows schematically the principle of having a tubular building structure or tower 10 formed by six superposed tube sections 12 each being formed by of a number of interconnected axially extending tube segments 16.
- the tower 10 shown in figure 1 has an upwardly decreasing cross section .
- the cross section may also be substantially constant or upwardly increasing depending e.g. on the actual use of the tower 10.
- the tower 10 typically comprises a lower base (not shown) used to ensure stable fastening/anchoring of the tower the ground. This base and possibly also the lower tube section 12 may be made conventionally or in any other suitable way.
- FIG 2 shows an example of a tube segment 16 to be used in a method according to the present invention.
- the illustrated tube segment 16 is made by bending a metal plate, so that a polygonal cross section of the tower 10 is obtained.
- An alternative is to use rolled plates whereby a circular cross section can be obtained.
- the tube segment 16 has flanges 17 along each side of opposite longitudinal sides. The flanges has registering holes for interconnection by use of bolts or screws (not shown).
- At least some of the tube segments 16 are provided with platform segments 28 as will be described in more detail in the following.
- Figure 3 shows schematically a side view of one tube section 12 made from eight tube segments 16, and figure 4 shows schematically a top view of the tube section 12 in figure 3 with platform segments 28 mounted on every second tube segment 16.
- FIG. 5 shows a tube segment 16 according to an aspect of the invention.
- the tube segment 16 has a platform segment 28 that is hinge-connected and foldable from a collapsed position in which it is positioned close to the tube segment 16 to a position of use in which it extends radially inwardly into the tower 10 in the mounted position of the tube segments 16.
- the platform segment 28 is shown in its position of use, and in figure 6 the platform segment 28 is shown in a collapsed position.
- the platform segment 28 is shown as being connected to the flanges 17 of the tube segment 16, but it could in principle also or alternatively be connected to the circumferential part of the tube segment 16.
- the connections are made by any suitable means which will be well-known to a person skilled in the art.
- the platform segment 28 is supported in the position of use by use of telescopic rods 30.
- suitable means could be used instead or in combination therewith.
- Such means could e.g. be wires connected to the flanges from a position above the platform.
- the platforms are arranged along the inner circumference of the tower only. However, any radial length of the platform is covered by the scope of the invention.
- the platform segment 28 preferably has an upwardly extending rail 31 in the position of use, the rail 31 protecting workers on the platform from falling down.
- the rail 31 is
- a tubular building structure or tower 10 as described above may e.g. be erected by assembling the tube sections 12 at ground level and lifting an assembled further tube section 12 on top of a lower tube section 12 by use of a mobile crane.
- the tubular building structure or tower 10 may be erected by use of a method wherein the further tube section 12 is formed on top of the upper tube section 12 already positioned on the base 11 by lifting individual tube segments 16 into position by means of a hoisting device 19, which is arranged on a column 18 positioned within the at least one tube section 12 of which the tubular building structure or tower 10 is made.
- a hoisting device 19 which is arranged on a column 18 positioned within the at least one tube section 12 of which the tubular building structure or tower 10 is made.
- Each hoisting device may comprise a winch 20 mounted on the base section 11 and a boom 21 at the top of the column 18. Because of their relatively small size compared to the size of a conventional unitary tube section, the tube segments 16 from which the tower 10 is to be built may be transported to the building site without any greater problems.
- the tube segments 16' for forming a first, lower tube section 12' may now be arranged around the base section 11 so that the lower end of each tube segment 16' is adjacent to the base section 11 while the tube segment 16' extends substantially radially therefrom as shown in figure 7.
- each tube segment 16' is provided with a catch or hook member 23.
- the catch 23 may be hooked over the upper edge of the base section 11 and held in the correct position to ease fastening.
- the upper parts of the tube segments 16' engage with an abutment ring 27 arranged on the upright or column 18.
- the tube segments 16' may be lifted into position one at the time by means of a single hoisting device, or two or more or all of the tube segments 16' may be lifted into position at the same time by means of a corresponding number of hoisting devices.
- hoisting devices When one or a few hoisting devices are used, they are preferably horizontally movable, such as by rotation, with respect to the longitudinal axis of the tower 10.
- the lower end of each tube segment 16' is fastened to the base section 11 and the flanges 17 of adjacent tube segments 16' may be interconnected in a manner described in more detail in the following.
- a first tube section 12' has now been formed on and fastened to the base section 11.
- the column or upright 18 may be telescopically extensible so that its height may be adapted to the increasing height of the tower 10 being built.
- a sleeve 24 is arranged around the column 18, see figure 9.
- the sleeve 24 is fastened to the inner surface of this first tube section 12' by means of a connection structure 25, see figure 10.
- the column 18 is displaced upwardly in relation to the fixed sleeve 24 as illustrated in figure 11, for example by using the winches 20 or another lifting device, not shown.
- the column 18 has reached a position in which the booms 21 are vertically spaced from the upper part of the first tube section 12' by at least the axial length of a tube section 12, the column or upright 18 is fastened to the sleeve 24.
- Tube segments 16" for forming a second tube section 12" on top of the already formed first tube section 12' may now be arranged around the base section 11 as shown in figure 11, and the free ends of the wires 22 extending from the winch 20 via the boom 21 are now connected to the upper end of the tube segments 16", and by operating the winches 20, the tube segments 16" may be tilted into an upright, slanting position as shown in figure 12. Now, the tube segments 16" are lifted so that a roller 26 mounted on the hook member 23 is engaging with the outer surface of the first tube section 12'.
- the tube segments 16" may be lifted one at the time by means of a single hoisting device or two or more or all of the tube segments 16" may be lifted at the same time by means a corresponding number of hoisting devices 19.
- the tube segments 16" of the second tube section 12" have been lifted into position they are connected to the adjacent lower first tube section 12' by means of bolts or screws and the flanges 17 of adjacent tube segments 16" are also interconnected by means of bolts or screws.
- the connecting structure 25 is released from the first tube section 12' and moved upwardly into the second tube section 12" and fastened thereto, and the column 18 is moved upwardly in relation to the connecting structure 25 so that the booms 21 are arranged at a vertical distance from the upper end of the second tube section 12" exceeding the axial length of a third tube section 12"' to be constructed on top of the second tube section 12", see figures 14-16.
- a third tube section 12"' and possible further tube sections may now be constructed in a manner corresponding to that described in connection with the second tube section 12".
- the platform segments 28 can be used also during erection of the tubular building structure or tower 10 by the method further comprising the following steps:
- the platform segments 28 can thus be used by workers standing on a lower platform (or ground level) when performing the first step, and the third step can be performed by the workers standing on the platform that was folded to the position of use in the second step.
- the tube segments 16 can be assembled by workers suspended from upper platforms in suitable holding means, such as chairs.
- the hinge-connected platform segments are used in a tubular building structure formed from continuous tube sections.
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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)
- Tents Or Canopies (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Claims
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US13/496,453 US8615965B2 (en) | 2009-09-15 | 2010-09-14 | Tubular building structure with hingedly connected platform segment |
DK10754405.8T DK2478171T3 (en) | 2009-09-15 | 2010-09-14 | PIPULAR BUILDING STRUCTURE WITH HINGING CONNECTED PLATFORM SEGMENT |
KR1020127009572A KR20130009731A (en) | 2009-09-15 | 2010-09-14 | Tubular building structure with hingedly connected platform segment |
ES10754405T ES2695930T3 (en) | 2009-09-15 | 2010-09-14 | Tubular construction structure with platform segment connected articulated |
CA2772675A CA2772675A1 (en) | 2009-09-15 | 2010-09-14 | Tubular building structure with hingedly connected platform segment |
EP10754405.8A EP2478171B1 (en) | 2009-09-15 | 2010-09-14 | Tubular building structure with hingedly connected platform segment |
CN201080040704.1A CN102597390B (en) | 2009-09-15 | 2010-09-14 | Tubular building structure with hingedly connected platform segment |
NZ598492A NZ598492A (en) | 2009-09-15 | 2010-09-14 | Tubular building structure with hingedly connected platform segment |
BR112012005877A BR112012005877A2 (en) | 2009-09-15 | 2010-09-14 | tubular construction with hingedly attached platform segment |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DKPA200970113 | 2009-09-15 | ||
DKPA200970113 | 2009-09-15 | ||
DKPA201070152 | 2010-04-19 | ||
DKPA201070152 | 2010-04-19 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2011032559A2 true WO2011032559A2 (en) | 2011-03-24 |
WO2011032559A3 WO2011032559A3 (en) | 2012-01-26 |
Family
ID=43759078
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DK2010/050232 WO2011032559A2 (en) | 2009-09-15 | 2010-09-14 | Tubular building structure with hingedly connected platform segment |
Country Status (10)
Country | Link |
---|---|
US (1) | US8615965B2 (en) |
EP (1) | EP2478171B1 (en) |
KR (1) | KR20130009731A (en) |
CN (1) | CN102597390B (en) |
BR (1) | BR112012005877A2 (en) |
CA (1) | CA2772675A1 (en) |
DK (1) | DK2478171T3 (en) |
ES (1) | ES2695930T3 (en) |
NZ (1) | NZ598492A (en) |
WO (1) | WO2011032559A2 (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
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DE102013002469A1 (en) | 2013-02-13 | 2014-09-18 | EcoEnterprises GmbH | Steel tube tower of a wind turbine as well as corresponding manufacturing processes for stiffening and forming the tower components |
DE102013016604A1 (en) | 2013-10-07 | 2015-04-09 | EcoEnterprises GmbH | Steel tube tower of a wind turbine, as well as methods for manufacturing and assembling the tower components |
EP2851328A4 (en) * | 2012-05-18 | 2016-01-20 | Structural Res S L | Self-climbing telescopic crane and method for mounting pre-fabricated concrete towers |
US9546800B2 (en) | 2013-03-14 | 2017-01-17 | Arranged Bvba | Pressure vessel based tower structure |
CN106414998A (en) * | 2014-04-14 | 2017-02-15 | 维斯塔斯风力系统有限公司 | Tower segment |
CN109072878A (en) * | 2016-04-08 | 2018-12-21 | 乌本产权有限公司 | Connector, wind energy plant tower ring segment and the method for connecting two wind energy plant tower ring segments |
WO2019086137A1 (en) * | 2017-11-03 | 2019-05-09 | Eno Energy Systems Gmbh | Method for erecting a tower comprising a multi-part tower section and sub-section of a multi-part tower section of a tower |
CN115182638A (en) * | 2022-08-22 | 2022-10-14 | 维蒙特工业(中国)有限公司 | Impact protection rod body structure |
Families Citing this family (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9249597B2 (en) * | 2010-07-12 | 2016-02-02 | Siemens Aktiengesellschaft | Tower construction |
US9091098B2 (en) | 2010-07-13 | 2015-07-28 | Andresen Towers A/S | Method of assembling a tubular building structure by using screw sockets |
US10495392B2 (en) * | 2011-07-07 | 2019-12-03 | E&C Finfan, Inc. | Cooler, cooler platform assembly, and process of adjusting a cooler platform |
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AT513261B1 (en) * | 2012-10-30 | 2014-03-15 | Univ Wien Tech | Method for producing a reinforced concrete tower structure |
WO2014067001A1 (en) * | 2012-11-01 | 2014-05-08 | Marmen Inc. | Wind turbine tower assembly |
US9816489B2 (en) * | 2013-07-30 | 2017-11-14 | General Electric Company | Wind turbine tower having floating platform |
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WO2015158349A1 (en) * | 2014-04-14 | 2015-10-22 | Vestas Wind Systems A/S | Tower segment |
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US9487960B2 (en) * | 2014-06-17 | 2016-11-08 | One Energy Enterprises Llc | Suspended deck systems, kits, and methods of installing, inspecting, and repairing a suspended deck system |
PL3034870T3 (en) * | 2014-12-15 | 2022-10-31 | Nordex Energy Spain, S.A. | Wind turbine with concrete tower and assembly process of wind turbine with concrete tower |
CN104746929A (en) * | 2015-03-27 | 2015-07-01 | 何林 | Movable combined type storage bin |
ES2886137T3 (en) * | 2015-07-16 | 2021-12-16 | Vestas Wind Sys As | Methods for erecting or disassembling a multirotor wind turbine |
PL3312416T3 (en) * | 2016-10-24 | 2022-08-16 | Nordex Energy Spain, S.A. | Wind turbine tower on foundation |
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CN106592949A (en) * | 2016-12-16 | 2017-04-26 | 国网浙江省电力公司湖州供电公司 | Improved switch operation platform of steel tube tower |
CN106829739B (en) * | 2017-03-01 | 2017-12-29 | 南通庞源机械工程有限公司 | A kind of method that tower crane attached wall pull bar is dismantled using suspension bridge |
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US11106848B2 (en) | 2019-11-14 | 2021-08-31 | Siemens Industry Software Inc. | Diagnostic resolution enhancement with reversible scan chains |
EP4050211A1 (en) * | 2021-02-24 | 2022-08-31 | Siemens Gamesa Renewable Energy A/S | Method of offshore mounting a wind turbine having a service platform |
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Family Cites Families (32)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2066984A (en) * | 1934-10-11 | 1937-01-05 | Clyde K Lamb | Scaffold |
US2136696A (en) * | 1937-04-17 | 1938-11-15 | Safety Scaffold Corp | Scaffold |
US2882101A (en) * | 1957-02-25 | 1959-04-14 | Symons Clamp & Mfg Co | Scaffold bracket assembly for concrete forms |
JPS4939059B1 (en) | 1969-11-04 | 1974-10-23 | ||
US4452336A (en) * | 1980-09-15 | 1984-06-05 | Sickler Jack R | Stud gripper and accessories |
CA1310041C (en) * | 1988-06-14 | 1992-11-10 | John C. Preston | Scaffolding |
DE4321824A1 (en) * | 1993-07-01 | 1995-01-19 | Peri Gmbh | Foldable scaffolding platform |
JPH07310460A (en) * | 1994-03-24 | 1995-11-28 | Zeniraito V:Kk | Lighthouse |
EP1057770B1 (en) * | 1999-06-03 | 2005-10-05 | D.H. Blattner & Sons Inc. | Guide rail climbing lifting platform and method |
US6715729B2 (en) * | 2000-02-18 | 2004-04-06 | Symons Corporation | Overhanging form system and method of using the same |
WO2002038953A2 (en) | 2000-11-09 | 2002-05-16 | Beaird Industries, Inc. | Wind tower with ladders and platforms |
DK200200178A (en) * | 2002-02-06 | 2003-08-07 | Vestas Wind Sys As | Wind turbine tower suspension means |
NL1019953C2 (en) | 2002-02-12 | 2002-12-19 | Mecal Applied Mechanics B V | Prefabricated tower or mast, as well as a method for joining and / or re-tensioning segments that must form a single structure, as well as a method for building a tower or mast consisting of segments. |
DK1561883T3 (en) | 2004-02-04 | 2008-02-04 | Corus Staal Bv | Wind turbine tower, prefabricated metal wall part for use in a wind turbine tower and method of manufacturing a wind turbine tower |
US7258199B2 (en) | 2004-05-27 | 2007-08-21 | Richard Hayes, Sr. | Modular multilevel access platform and method for erecting the same |
DE102005012497A1 (en) | 2005-03-16 | 2006-09-21 | Aloys Wobben | platform |
US20060213145A1 (en) * | 2005-03-22 | 2006-09-28 | Haller Mark E | Lattice-skin hybrid tower |
ES2283192B1 (en) * | 2005-09-16 | 2008-09-16 | GAMESA INNOVATION & TECHNOLOGY, S.L. | METHOD OF ASSEMBLY OF ELEMENTS INSIDE THE TOWER OF AN AEROGENERATOR. |
US7762037B2 (en) | 2005-11-18 | 2010-07-27 | General Electric Company | Segment for a tower of a wind energy turbine and method for arranging operating components of a wind energy turbine in a tower thereof |
BRPI0620977A2 (en) * | 2006-01-17 | 2011-11-29 | Vestas Wind Sys As | wind turbine, and method for mounting a wind turbine tower |
US8125403B2 (en) * | 2006-03-20 | 2012-02-28 | Telefonaktiebolaget L M Ericsson (Publ) | Tubular telecom tower |
ES2326010B2 (en) | 2006-08-16 | 2011-02-18 | Inneo21, S.L. | STRUCTURE AND PROCEDURE FOR ASSEMBLING CONCRETE TOWERS FOR WIND TURBINES. |
FR2906286B1 (en) | 2006-09-21 | 2010-12-10 | Sateco Sa | IMPROVED FOLDABLE STRUCTURE OF WORK IN ENCORBELLEMENT |
WO2009056898A1 (en) | 2007-11-02 | 2009-05-07 | Alejandro Cortina-Cordero | Post-tensioned concrete tower for wind turbines |
US8763313B2 (en) | 2007-11-15 | 2014-07-01 | General Electric Company | Methods and systems for assembling a tower |
FI120089B (en) * | 2008-01-23 | 2009-06-30 | Kone Corp | A method of installing a lift |
CN201165943Y (en) | 2008-02-01 | 2008-12-17 | 北京能高自动化技术有限公司 | Safe platform in large-scale blower fan tower barrel |
US8590276B2 (en) | 2008-02-06 | 2013-11-26 | Andresen Towers A/S | Tower element |
US7805893B2 (en) * | 2008-02-21 | 2010-10-05 | General Electric Company | Preassembled tower section of a wind power plant |
FR2932512B1 (en) | 2008-06-17 | 2012-04-13 | Paul Marie Bernard | ARTICULATED SPACER FOR PLATFORM BENCH SUPPORT |
CN101737273A (en) | 2008-11-17 | 2010-06-16 | 维斯塔斯风力系统集团公司 | A tower, a wind turbine and a method for arranging a platform inside a tower |
US8555600B2 (en) * | 2008-12-10 | 2013-10-15 | Cortina Innovations, S.A. De C.V. | Method for mounting in sections an annular tower for wind power generator, heliostatic power generator or chimney composed from three concrete segments or more |
-
2010
- 2010-09-14 BR BR112012005877A patent/BR112012005877A2/en not_active Application Discontinuation
- 2010-09-14 NZ NZ598492A patent/NZ598492A/en not_active IP Right Cessation
- 2010-09-14 EP EP10754405.8A patent/EP2478171B1/en active Active
- 2010-09-14 CA CA2772675A patent/CA2772675A1/en not_active Abandoned
- 2010-09-14 ES ES10754405T patent/ES2695930T3/en active Active
- 2010-09-14 US US13/496,453 patent/US8615965B2/en not_active Expired - Fee Related
- 2010-09-14 KR KR1020127009572A patent/KR20130009731A/en active IP Right Grant
- 2010-09-14 WO PCT/DK2010/050232 patent/WO2011032559A2/en active Application Filing
- 2010-09-14 DK DK10754405.8T patent/DK2478171T3/en active
- 2010-09-14 CN CN201080040704.1A patent/CN102597390B/en not_active Expired - Fee Related
Non-Patent Citations (1)
Title |
---|
None |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2851328A4 (en) * | 2012-05-18 | 2016-01-20 | Structural Res S L | Self-climbing telescopic crane and method for mounting pre-fabricated concrete towers |
AU2013261673B2 (en) * | 2012-05-18 | 2017-10-12 | Hws Concrete Towers S.L. | Self-climbing telescopic crane and method for mounting pre-fabricated concrete towers |
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CN106414998A (en) * | 2014-04-14 | 2017-02-15 | 维斯塔斯风力系统有限公司 | Tower segment |
US10787834B2 (en) | 2014-04-14 | 2020-09-29 | Vestas Wind Systems A/S | Tower segment handling method and apparatus |
CN109072878A (en) * | 2016-04-08 | 2018-12-21 | 乌本产权有限公司 | Connector, wind energy plant tower ring segment and the method for connecting two wind energy plant tower ring segments |
WO2019086137A1 (en) * | 2017-11-03 | 2019-05-09 | Eno Energy Systems Gmbh | Method for erecting a tower comprising a multi-part tower section and sub-section of a multi-part tower section of a tower |
CN115182638A (en) * | 2022-08-22 | 2022-10-14 | 维蒙特工业(中国)有限公司 | Impact protection rod body structure |
CN115182638B (en) * | 2022-08-22 | 2023-12-12 | 维蒙特工业(中国)有限公司 | Rod body structure for impact protection |
Also Published As
Publication number | Publication date |
---|---|
ES2695930T3 (en) | 2019-01-11 |
BR112012005877A2 (en) | 2017-06-06 |
EP2478171B1 (en) | 2018-08-15 |
CN102597390B (en) | 2015-01-21 |
DK2478171T3 (en) | 2018-12-10 |
NZ598492A (en) | 2013-12-20 |
WO2011032559A3 (en) | 2012-01-26 |
CN102597390A (en) | 2012-07-18 |
EP2478171A2 (en) | 2012-07-25 |
US8615965B2 (en) | 2013-12-31 |
CA2772675A1 (en) | 2011-03-24 |
KR20130009731A (en) | 2013-01-23 |
US20120210668A1 (en) | 2012-08-23 |
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