CA2486773A1 - Flange connection - Google Patents
Flange connection Download PDFInfo
- Publication number
- CA2486773A1 CA2486773A1 CA002486773A CA2486773A CA2486773A1 CA 2486773 A1 CA2486773 A1 CA 2486773A1 CA 002486773 A CA002486773 A CA 002486773A CA 2486773 A CA2486773 A CA 2486773A CA 2486773 A1 CA2486773 A1 CA 2486773A1
- Authority
- CA
- Canada
- Prior art keywords
- layer
- flanges
- period
- connection
- time
- 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
Links
- 238000000034 method Methods 0.000 claims abstract description 13
- 239000012815 thermoplastic material Substances 0.000 claims abstract description 7
- 238000004806 packaging method and process Methods 0.000 claims abstract description 3
- 238000009434 installation Methods 0.000 claims description 6
- 230000005540 biological transmission Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 11
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 239000004033 plastic Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 abstract 2
- 230000007704 transition Effects 0.000 description 7
- 238000010438 heat treatment Methods 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 229920000642 polymer Polymers 0.000 description 4
- 239000011449 brick Substances 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000004848 polyfunctional curative Substances 0.000 description 2
- 230000003746 surface roughness Effects 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 230000006735 deficit Effects 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 235000011837 pasties Nutrition 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B11/00—Connecting constructional elements or machine parts by sticking or pressing them together, e.g. cold pressure welding
-
- 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
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- 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
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B5/00—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
- F16B5/02—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of fastening members using screw-thread
-
- 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
Abstract
The invention relates to a method for connecting two flanges, in particular flanges that are attached to segments (spans) of a tower of a wind energy turbine and that interconnect said flanges, the latter being interconnected in a non-positive fit. The invention is based on the fact that a considerable amount of time can be saved if the layer between the flanges no longer has t o be applied to one of the flange connection partners at the construction site , but has already been applied previously. In addition, said layer can consist e.g. of thermoplastic material (plastic). This allows a uniform quality of t he layer to be guaranteed during its production under controlled conditions, reliably eliminating the risk e.g. of inclusion of foreign material in the layer during treatment in the open air. The layer can also be placed on the contact surface either prior to the transport of the individual sections of a tower, or at the construction site by being removed from its transport packaging and placed on the contact surface, thus saving time. The invention also relates to a method for connecting two flanges, according to which a layer is formed in the vicinity of the connection, said layer being less malleable during a first period prior to connection and a third period after connection than during a second period, which lies between the first and the third period and during which the viscosity of the layer increases.
Description
Flange connection The present invention concerns a method of connecting two flanges, in particular such flanges which are mounted to segments (rings) of a pylon of a wind power installation and connect said segments to each other, wherein the flanges are connected together in force-locking relationship.
Such flange connections have long been known in the state of the art and are universally employed. In that respect screws are frequently used as connecting means between the flanges, the screws providing a force-locking connection between the co-operating connecting portions.
In that respect the quality of such a flange connection, besides being dependent on a careful choice of material and faultless implementation of the assembly procedure, is also dependent on the surface of the abutment faces. They have to be machined in a particularly complicated and expensive fashion and precisely in order to achieve a sufficiently large and flat contact face.
In that respect in particular the expenditure involved for machining 2o the surface is high and increases over-proportionally with an increasing size of the components to be machined.
When erecting buildings mortar is introduced between the abutment faces of the individual bricks. That mortar serves to connect the bricks together but also compensates for unevenness of the surface. It will be noted however that it has to be either produced an site or transported to the site. There it is then worked manually. In that respect working with the mortar requires a certain degree of practice in order to apply a suitable amount of mortar.
It is known from DE 100 33 845 to use a polymer instead of the mortar. That polymer is applied in a pasty phase and then, optionally after the addition of a hardener, can harden. The operation of applying the polymer is also affected manually and is thus labour-intensive. In addition the polymer also has to be prepared by the addition of hardener in a suitable amount. Here too the preparation process requires some experience.
Therefore the object of the invention is to provide a flange connection and a method of making a flange connection which can be produced at a lower level of expense with the quality of the connection remaining at least the same.
That object is attained by a method having the features set forth in claim 1. Advantageous developments are described in the appendant claims.
The invention provides that, before the flanges are placed one upon the other, a connecting layer is provided on one of the connecting flanges.
That connecting layer is of a markedly higher viscosity after the flanges are connected for a time in a second period of time than in the first period of time prior to connection of the flanges and in a third period of time after connection of the flanges.
In that respect the invention is based on the realisation that a considerable time saving can be achieved if the layer no longer has to be applied to one of the co-operating flange portions on the building site itself, but that layer is already previously applied there. In addition that layer can comprise for example thermoplastic material (plastic material). That makes it possible to already ensure a uniform quality for the layer upon the manufacture thereof under controlled conditions and in that way the danger for example of inclusions of foreign material into the layer when working with it in the open air can be reliably eliminated. In addition either that layer can be laid on the abutment face prior to transport of the individual sections of a pylon or it can be removed on the building site from a transport packaging and laid on the abutment face in such a way as to save time.
In order not to detrimentally influence the strength of the flange 3o connection and to permit the use of identical connecting means such as for example screws of a predetermined length, the layer is of a predetermined layer thickness of between about 0.1 mm and 20 mm, preferably between about 0.1 mm and 10 mm. Such a layer thickness is sufficient as that layer is only intended to compensate for surface roughness and unevenness of the abutment faces but it is not intended to influence the transmission of force.
In a preferred development of the invention there are provided means for influencing the viscosity of the layer. In that way the layer can be transported to the site in a solid condition and incorporated there. In the incorporation situation the viscosity of the layer can be so changed that it is adapted to the surfaces of the abutment faces. That can be effected for example by heating wires being integrated into a thermoplastic material. As soon as the preformed layer or layers is or are incorporated, the heating wires are supplied with a current. Due to the increase in temperature the viscosity of the material falls and it is adapted to the surfaces against which it bears. As soon as the current is switched off the heating wires cool down and thus also cool the thermoplastic material and the material solidifies Z5 again.
The possibility of reducing the viscosity of the material by heating it naturally also affords advantages in terms of dismantling if for example individual sections of a pylon are to be separated from each other again.
After release of the screw connections which provide the force-locking connection, the material is heated again, its viscosity falls and the pylon sections can be separated without any problem.
A particularly preferred feature provides for coating the layer or layer segments at least on one side with an adhesive. In that way the layer segments can be fixed in a predetermined position. Therefore the layer or the layer segments can already be laid on the abutment face during the production for example of a pylon section and then adhere to that abutment face so that unintentional displacement during transporting and during assembly is prevented.
Even if the layer segments are only worked on the building site, the 3o adhesive can naturally prevent unintentional displacement. In that case the sides of the layer or layer segments, which are coated with adhesive, can be covered with a sheet or film in order to avoid unwanted soiling of the adhesive and thus impairment of its adhesion capability.
Such flange connections have long been known in the state of the art and are universally employed. In that respect screws are frequently used as connecting means between the flanges, the screws providing a force-locking connection between the co-operating connecting portions.
In that respect the quality of such a flange connection, besides being dependent on a careful choice of material and faultless implementation of the assembly procedure, is also dependent on the surface of the abutment faces. They have to be machined in a particularly complicated and expensive fashion and precisely in order to achieve a sufficiently large and flat contact face.
In that respect in particular the expenditure involved for machining 2o the surface is high and increases over-proportionally with an increasing size of the components to be machined.
When erecting buildings mortar is introduced between the abutment faces of the individual bricks. That mortar serves to connect the bricks together but also compensates for unevenness of the surface. It will be noted however that it has to be either produced an site or transported to the site. There it is then worked manually. In that respect working with the mortar requires a certain degree of practice in order to apply a suitable amount of mortar.
It is known from DE 100 33 845 to use a polymer instead of the mortar. That polymer is applied in a pasty phase and then, optionally after the addition of a hardener, can harden. The operation of applying the polymer is also affected manually and is thus labour-intensive. In addition the polymer also has to be prepared by the addition of hardener in a suitable amount. Here too the preparation process requires some experience.
Therefore the object of the invention is to provide a flange connection and a method of making a flange connection which can be produced at a lower level of expense with the quality of the connection remaining at least the same.
That object is attained by a method having the features set forth in claim 1. Advantageous developments are described in the appendant claims.
The invention provides that, before the flanges are placed one upon the other, a connecting layer is provided on one of the connecting flanges.
That connecting layer is of a markedly higher viscosity after the flanges are connected for a time in a second period of time than in the first period of time prior to connection of the flanges and in a third period of time after connection of the flanges.
In that respect the invention is based on the realisation that a considerable time saving can be achieved if the layer no longer has to be applied to one of the co-operating flange portions on the building site itself, but that layer is already previously applied there. In addition that layer can comprise for example thermoplastic material (plastic material). That makes it possible to already ensure a uniform quality for the layer upon the manufacture thereof under controlled conditions and in that way the danger for example of inclusions of foreign material into the layer when working with it in the open air can be reliably eliminated. In addition either that layer can be laid on the abutment face prior to transport of the individual sections of a pylon or it can be removed on the building site from a transport packaging and laid on the abutment face in such a way as to save time.
In order not to detrimentally influence the strength of the flange 3o connection and to permit the use of identical connecting means such as for example screws of a predetermined length, the layer is of a predetermined layer thickness of between about 0.1 mm and 20 mm, preferably between about 0.1 mm and 10 mm. Such a layer thickness is sufficient as that layer is only intended to compensate for surface roughness and unevenness of the abutment faces but it is not intended to influence the transmission of force.
In a preferred development of the invention there are provided means for influencing the viscosity of the layer. In that way the layer can be transported to the site in a solid condition and incorporated there. In the incorporation situation the viscosity of the layer can be so changed that it is adapted to the surfaces of the abutment faces. That can be effected for example by heating wires being integrated into a thermoplastic material. As soon as the preformed layer or layers is or are incorporated, the heating wires are supplied with a current. Due to the increase in temperature the viscosity of the material falls and it is adapted to the surfaces against which it bears. As soon as the current is switched off the heating wires cool down and thus also cool the thermoplastic material and the material solidifies Z5 again.
The possibility of reducing the viscosity of the material by heating it naturally also affords advantages in terms of dismantling if for example individual sections of a pylon are to be separated from each other again.
After release of the screw connections which provide the force-locking connection, the material is heated again, its viscosity falls and the pylon sections can be separated without any problem.
A particularly preferred feature provides for coating the layer or layer segments at least on one side with an adhesive. In that way the layer segments can be fixed in a predetermined position. Therefore the layer or the layer segments can already be laid on the abutment face during the production for example of a pylon section and then adhere to that abutment face so that unintentional displacement during transporting and during assembly is prevented.
Even if the layer segments are only worked on the building site, the 3o adhesive can naturally prevent unintentional displacement. In that case the sides of the layer or layer segments, which are coated with adhesive, can be covered with a sheet or film in order to avoid unwanted soiling of the adhesive and thus impairment of its adhesion capability.
Further advantageous embodiments of the invention are set forth in the appendant claims.
An embodiment of the invention is described in greater detail hereinafter with reference to the Figures in which:
Figure 1 shows a flange connection according to the invention, Figure 2 shows a flange connection according to the invention with an intermediate space between the co-operating connecting portions, Figure 3 shows a flange connection according to the invention with a post-worked intermediate space, and Figure 4 shows a plan view of a transition between two segments.
Figure 1 shows two co-operating connecting portions 2, 4 of a flange connection. Those co-operating connecting portions 2, 4 are oriented towards each other with the abutment faces 3, 5 and are connected together by a screw connection 6 to form a force-locking connection. In order to compensate for surface roughnesses and unevenness of the abutment faces 3, 5 there is provided a layer 10 (shown enlarged in the Figure). That layer 10 is arranged between the co-operating connecting portions 2, 4 and is at least temporarily deformable. In that way the surface structure of the co-operating connecting portions 2, 4 at the ZO abutment faces 3, 5 is exactly reproduced in the layer 10 so that it is certain to involve full-area contact.
As the layer 10 comprises a pressure-resistant material the transmission of force in that flange connection can now take place over the entire abutment faces 3, 5. In that case, the screw connection 6 is provided z5 to make the force-locking connection between the two co-operating connecting portions 2, 4, as is already known from the state of the art. The layer 10 does not serve to make that force-locking connection but serves solely to compensate for surface irregularities.
The layer 10 can be a pre-shaped, segmented or one-piece layer, for 30 example comprising a thermoplastic material with incorporated heating wires. After joining of the adjacent segments the thermoplastic material can be heated and thus made deformable. As a result it adapts itself to the surfaces of the flanges and retains that form after cooling, in which case it returns to its predetermined stiffness.
Figure 2 shows a flange connection according to the invention in which the layer 10 does not completely fill up the intermediate space between the co-operating connecting portions 2, 4. In a use in relation to pylons, for example for wind power installations however, moisture can penetrate into the open intermediate space and cause damage there. As however it is precisely in the case of pylons for wind power installations that such flange connections have to transmit high levels of load, it is important for that flange connection to be protected from that.
Figure 3 shows that for example in the course of a post-working operation a filling material 11 is incorporated into those remaining intermediate spaces. That filling material 11 can be for example silicone which is used for filling up the intermediate spaces. In that way no moisture (and also no foreign bodies) can penetrate thereinto and the flange connection is thus protected therefrom.
Figure 4 shows a plan view of a transition between two segments in a number of examples. In example a) the transition between the two layer segments 10 illustrated is a rectilinear transition. In example b) the 2o transition is stepped. The layer segments can be securely positioned in a simple fashion by virtue of that configuration. In example c) the layer segments 10 engage hook-like into each other so that the segments are also prevented from unintentionally slipping out of each other. In the embodiment d) the transition between two layer segments is of an arcuate configuration. That permits correction of the segment orientation in a particularly simple manner without in that case giving rise to unwanted spacings and thus air inclusions in the layer. Therefore, particularly with transitions as shown in example d), with a predetermined, relatively small length in respect of each individual layer segment, with a standardised layer segment, it would be possible to produce a layer according to the invention on abutment faces involving different radii.
Electrical contacts can be provided at the mutually facing ends of the layer segments 10, which contacts connect together heating wires which are incorporated into the layer segments 10 but which are not illustrated herein. In that way the operation of arranging the layer can be simplified and speeded up.
An embodiment of the invention is described in greater detail hereinafter with reference to the Figures in which:
Figure 1 shows a flange connection according to the invention, Figure 2 shows a flange connection according to the invention with an intermediate space between the co-operating connecting portions, Figure 3 shows a flange connection according to the invention with a post-worked intermediate space, and Figure 4 shows a plan view of a transition between two segments.
Figure 1 shows two co-operating connecting portions 2, 4 of a flange connection. Those co-operating connecting portions 2, 4 are oriented towards each other with the abutment faces 3, 5 and are connected together by a screw connection 6 to form a force-locking connection. In order to compensate for surface roughnesses and unevenness of the abutment faces 3, 5 there is provided a layer 10 (shown enlarged in the Figure). That layer 10 is arranged between the co-operating connecting portions 2, 4 and is at least temporarily deformable. In that way the surface structure of the co-operating connecting portions 2, 4 at the ZO abutment faces 3, 5 is exactly reproduced in the layer 10 so that it is certain to involve full-area contact.
As the layer 10 comprises a pressure-resistant material the transmission of force in that flange connection can now take place over the entire abutment faces 3, 5. In that case, the screw connection 6 is provided z5 to make the force-locking connection between the two co-operating connecting portions 2, 4, as is already known from the state of the art. The layer 10 does not serve to make that force-locking connection but serves solely to compensate for surface irregularities.
The layer 10 can be a pre-shaped, segmented or one-piece layer, for 30 example comprising a thermoplastic material with incorporated heating wires. After joining of the adjacent segments the thermoplastic material can be heated and thus made deformable. As a result it adapts itself to the surfaces of the flanges and retains that form after cooling, in which case it returns to its predetermined stiffness.
Figure 2 shows a flange connection according to the invention in which the layer 10 does not completely fill up the intermediate space between the co-operating connecting portions 2, 4. In a use in relation to pylons, for example for wind power installations however, moisture can penetrate into the open intermediate space and cause damage there. As however it is precisely in the case of pylons for wind power installations that such flange connections have to transmit high levels of load, it is important for that flange connection to be protected from that.
Figure 3 shows that for example in the course of a post-working operation a filling material 11 is incorporated into those remaining intermediate spaces. That filling material 11 can be for example silicone which is used for filling up the intermediate spaces. In that way no moisture (and also no foreign bodies) can penetrate thereinto and the flange connection is thus protected therefrom.
Figure 4 shows a plan view of a transition between two segments in a number of examples. In example a) the transition between the two layer segments 10 illustrated is a rectilinear transition. In example b) the 2o transition is stepped. The layer segments can be securely positioned in a simple fashion by virtue of that configuration. In example c) the layer segments 10 engage hook-like into each other so that the segments are also prevented from unintentionally slipping out of each other. In the embodiment d) the transition between two layer segments is of an arcuate configuration. That permits correction of the segment orientation in a particularly simple manner without in that case giving rise to unwanted spacings and thus air inclusions in the layer. Therefore, particularly with transitions as shown in example d), with a predetermined, relatively small length in respect of each individual layer segment, with a standardised layer segment, it would be possible to produce a layer according to the invention on abutment faces involving different radii.
Electrical contacts can be provided at the mutually facing ends of the layer segments 10, which contacts connect together heating wires which are incorporated into the layer segments 10 but which are not illustrated herein. In that way the operation of arranging the layer can be simplified and speeded up.
Claims (7)
1. A method of connecting pylon segments of a wind power installation at the erection site of the wind power installation, wherein the pylon segments are provided at their facing sides with a flange, wherein provided between the two flanges is a layer which in a first period of time prior to the connection and in a third period of time after the connection is less deformable than in a second period of time, wherein the second period of time is between the first and third periods of time and wherein during the second period of time the viscosity of the layer is reduced and the flanges are already connected together in force-locking relationship during the first period of time by a screw connection and the layer is either applied there prior to the transport of a segment or at the erection site it is removed from a transport packaging and laid on to an abutment face of a flange.
2. A method as set forth in claim 1 characterised in that the layer thickness is approximately in a range of between 0.1 mm and 20 mm.
3. A method as set forth in claim 1 or claim 2 characterised in that the layer is applied prior to the connection at one side to a co-operating connecting portion of the flange connection.
4. A method as set forth in one of the preceding claims characterised in that electric lines are laid within the layer and the viscosity of the layer is increased after the operation of connecting the flanges by means of a flow of current in the electric lines.
5. A method according to one of the preceding claims characterised in that the transmission of force between the two flanges is substantially not influenced by the layer.
6. A method as set forth in one of the preceding claims characterised in that the layer comprises a thermoplastic material.
7. A method of connecting pylon segments of a wind power installation wherein the pylon segments are provided at their facing sides with a flange and are connected by a method having the features as set forth in one of the preceding claims.
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10223429A DE10223429C1 (en) | 2002-05-25 | 2002-05-25 | Flange coupling method for wind turbine tower sections with softening of variable viscosity layer between cooperating flange surfaces during formation of flange coupling |
DE10223429.9 | 2002-05-25 | ||
PCT/EP2003/005146 WO2003100268A1 (en) | 2002-05-25 | 2003-05-16 | Flange connection |
Publications (1)
Publication Number | Publication Date |
---|---|
CA2486773A1 true CA2486773A1 (en) | 2003-12-04 |
Family
ID=7714583
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA002486773A Abandoned CA2486773A1 (en) | 2002-05-25 | 2003-05-16 | Flange connection |
Country Status (18)
Country | Link |
---|---|
US (1) | US20060000185A1 (en) |
EP (1) | EP1514029B1 (en) |
JP (1) | JP2005533952A (en) |
KR (1) | KR20040111555A (en) |
CN (1) | CN1304766C (en) |
AR (1) | AR039889A1 (en) |
AT (1) | ATE416317T1 (en) |
AU (1) | AU2003240257A1 (en) |
BR (1) | BR0310105A (en) |
CA (1) | CA2486773A1 (en) |
CY (1) | CY1108836T1 (en) |
DE (2) | DE10223429C1 (en) |
DK (1) | DK1514029T3 (en) |
ES (1) | ES2316766T3 (en) |
PL (1) | PL372190A1 (en) |
PT (1) | PT1514029E (en) |
SI (1) | SI1514029T1 (en) |
WO (1) | WO2003100268A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN107532570A (en) * | 2015-04-02 | 2018-01-02 | 安赛乐米塔尔公司 | Wind turbine tower section, wind turbine tower and assemble method |
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DE202005021845U1 (en) | 2005-09-29 | 2010-08-19 | Meyer, Heinrich, Dipl.-Ing. | Arrangement for connecting channel modules or sections for gaseous media |
EP1952018A1 (en) | 2005-11-24 | 2008-08-06 | Vestas Wind Systems A/S | A wind turbine tower, connection means for assembling a wind turbine tower and methods hereof |
EP2006471B1 (en) | 2007-06-20 | 2009-08-26 | Siemens Aktiengesellschaft | Wind turbine tower and method for constructing a wind turbine tower |
AU2007358358B2 (en) * | 2007-08-31 | 2011-11-17 | Mitsubishi Heavy Industries, Ltd. | Tubular-member flange coupling |
DE102008016925A1 (en) * | 2008-04-02 | 2009-10-08 | Wobben, Aloys | Wind turbine with several construction sections |
WO2009132659A2 (en) * | 2008-05-02 | 2009-11-05 | Vestas Wind Systems A/S | Tower section for a wind turbine tower |
GB2465577A (en) * | 2008-11-21 | 2010-05-26 | Vestas Wind Sys As | Monitoring device for a wind turbine |
EP2192245B1 (en) * | 2008-11-27 | 2012-05-30 | Vestas Wind Systems A/S | Tower for a wind turbine and a method for assembling the tower |
SE533722C2 (en) * | 2009-04-27 | 2010-12-14 | Vertical Wind Ab | Section for a support column for a vertical axle wind turbine and method for manufacturing such a support column |
EP2631394B1 (en) | 2009-05-19 | 2015-07-22 | Pacadar S.A. | A support structure for a wind turbine |
US20110131898A1 (en) * | 2010-04-29 | 2011-06-09 | Jacob Johannes Nies | Flange connection |
EP2593619B1 (en) * | 2010-07-13 | 2021-12-15 | Vestervangen Holding Odense ApS | Method of assembling a tubular building structure by using screw sockets |
EP2535485A1 (en) * | 2011-06-14 | 2012-12-19 | Siemens Aktiengesellschaft | Connection of metal segments of a tower |
KR20140028440A (en) * | 2012-08-29 | 2014-03-10 | 현대중공업 주식회사 | The self assembly in tower for wind generater |
EP2806086A1 (en) * | 2013-05-22 | 2014-11-26 | Siemens Aktiengesellschaft | Flange assembly for a tower segment |
JP6385177B2 (en) * | 2014-07-16 | 2018-09-05 | キヤノン株式会社 | Mold, imprint apparatus, and article manufacturing method |
JP2017145714A (en) * | 2016-02-16 | 2017-08-24 | クリーンエナジーファクトリー株式会社 | Wind power generator |
NL2016438B1 (en) | 2016-03-15 | 2017-10-02 | Vdl Groep B V | Power pylon with flange connected tubular segments. |
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- 2002-05-25 DE DE10223429A patent/DE10223429C1/en not_active Expired - Fee Related
-
2003
- 2003-05-16 CA CA002486773A patent/CA2486773A1/en not_active Abandoned
- 2003-05-16 BR BR0310105-3A patent/BR0310105A/en not_active IP Right Cessation
- 2003-05-16 AU AU2003240257A patent/AU2003240257A1/en not_active Abandoned
- 2003-05-16 KR KR10-2004-7017381A patent/KR20040111555A/en not_active Application Discontinuation
- 2003-05-16 ES ES03732393T patent/ES2316766T3/en not_active Expired - Lifetime
- 2003-05-16 SI SI200331437T patent/SI1514029T1/en unknown
- 2003-05-16 AT AT03732393T patent/ATE416317T1/en active
- 2003-05-16 EP EP03732393A patent/EP1514029B1/en not_active Expired - Lifetime
- 2003-05-16 DE DE50310866T patent/DE50310866D1/en not_active Expired - Lifetime
- 2003-05-16 PT PT03732393T patent/PT1514029E/en unknown
- 2003-05-16 WO PCT/EP2003/005146 patent/WO2003100268A1/en not_active Application Discontinuation
- 2003-05-16 PL PL03372190A patent/PL372190A1/en unknown
- 2003-05-16 JP JP2004507695A patent/JP2005533952A/en active Pending
- 2003-05-16 US US10/515,932 patent/US20060000185A1/en not_active Abandoned
- 2003-05-16 DK DK03732393T patent/DK1514029T3/en active
- 2003-05-16 CN CNB038113686A patent/CN1304766C/en not_active Expired - Fee Related
- 2003-05-23 AR ARP030101799A patent/AR039889A1/en active IP Right Grant
-
2009
- 2009-02-27 CY CY20091100238T patent/CY1108836T1/en unknown
Cited By (2)
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CN107532570A (en) * | 2015-04-02 | 2018-01-02 | 安赛乐米塔尔公司 | Wind turbine tower section, wind turbine tower and assemble method |
CN107532570B (en) * | 2015-04-02 | 2019-07-05 | 安赛乐米塔尔公司 | Wind turbine tower section, wind turbine tower and assemble method |
Also Published As
Publication number | Publication date |
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AR039889A1 (en) | 2005-03-09 |
ATE416317T1 (en) | 2008-12-15 |
DK1514029T3 (en) | 2009-02-23 |
PL372190A1 (en) | 2005-07-11 |
KR20040111555A (en) | 2004-12-31 |
PT1514029E (en) | 2009-02-02 |
EP1514029A1 (en) | 2005-03-16 |
BR0310105A (en) | 2005-04-05 |
US20060000185A1 (en) | 2006-01-05 |
AU2003240257A1 (en) | 2003-12-12 |
JP2005533952A (en) | 2005-11-10 |
CY1108836T1 (en) | 2014-07-02 |
SI1514029T1 (en) | 2009-02-28 |
CN1304766C (en) | 2007-03-14 |
EP1514029B1 (en) | 2008-12-03 |
DE50310866D1 (en) | 2009-01-15 |
WO2003100268A1 (en) | 2003-12-04 |
ES2316766T3 (en) | 2009-04-16 |
DE10223429C1 (en) | 2003-05-28 |
CN1653275A (en) | 2005-08-10 |
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