WO2014122767A1 - Tower for wind-power generating device - Google Patents

Tower for wind-power generating device Download PDF

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Publication number
WO2014122767A1
WO2014122767A1 PCT/JP2013/053007 JP2013053007W WO2014122767A1 WO 2014122767 A1 WO2014122767 A1 WO 2014122767A1 JP 2013053007 W JP2013053007 W JP 2013053007W WO 2014122767 A1 WO2014122767 A1 WO 2014122767A1
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WO
WIPO (PCT)
Prior art keywords
tower
steel pipe
connecting member
interior
generator according
Prior art date
Application number
PCT/JP2013/053007
Other languages
French (fr)
Japanese (ja)
Inventor
一 村田
Original Assignee
三菱重工業株式会社
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 三菱重工業株式会社 filed Critical 三菱重工業株式会社
Priority to PCT/JP2013/053007 priority Critical patent/WO2014122767A1/en
Publication of WO2014122767A1 publication Critical patent/WO2014122767A1/en

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Classifications

    • 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
    • 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
    • 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
    • F05B2230/00Manufacture
    • F05B2230/50Building or constructing in particular ways
    • 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
    • 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
    • F05B2260/00Function
    • F05B2260/30Retaining components in desired mutual position
    • F05B2260/301Retaining bolts or nuts
    • 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
    • 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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P70/00Climate change mitigation technologies in the production process for final industrial or consumer products
    • Y02P70/50Manufacturing or production processes characterised by the final manufactured product

Definitions

  • This disclosure relates to a tower of a wind power generator in which interior parts such as floor boards and ladders are arranged in the interior space of the tower.
  • a monopole tower that supports a rotor and a nacelle with a cylindrical support structure is often used.
  • the height of the tower may range from several tens of meters to over 100 m. Therefore, from the viewpoint of manufacturing and transportation, the tower is usually divided into a plurality of cylindrical sections.
  • the interior of the tower is usually equipped with interior items such as a floor for work and electrical equipment installation, a ladder for raising and lowering, and a support for fixing cables.
  • interior items such as a floor for work and electrical equipment installation, a ladder for raising and lowering, and a support for fixing cables.
  • these interior parts are fixed to the tower side by directly welding the member or support to the tower shell or by fastening the member or support to the bracket welded to the tower shell with a bolt.
  • stress concentration occurs around the welded part of the tower shell (for example, the weld toe), and the fatigue strength category of the tower decreases, and the thickness of the tower shell to secure the required fatigue strength is reduced. Since it increases and the weight of the tower increases, it is not desirable to weld members such as brackets and interior parts directly to the tower shell.
  • Patent Document 1 discloses a configuration in which a beam is bridged between flanges provided at the upper and lower ends of each section of a tower and an interior part is attached to the beam.
  • Patent Documents 2 to 4 disclose a configuration in which an interior part is attached to a wire (or chain) stretched between flanges of each section of the tower. In this configuration, in order to support the interior product in the middle of the wire, a lock member that fixes the interior product to the wire by friction with the wire is provided.
  • Patent Documents 5 and 6 disclose a configuration in which an interior product is attached to the tower shell by an attachment jig using magnetic force.
  • the mounting mechanism of the interior parts to the tower should be able to freely select the mounting position of the interior parts so that the interior parts can be installed in an appropriate space position in the tower and the layout can be changed. Is desirable. Furthermore, since the interior goods include heavy objects such as floor boards and transformers, an attachment mechanism that can stably support even heavy interior goods is required.
  • An object of at least one embodiment of the present invention is to allow interior products to be mounted in the tower without welding interior products, brackets, etc. to the tower shell, and to be able to freely select the mounting position of the interior products, in addition to weight.
  • An object of the present invention is to provide a tower of a wind power generator that can stably support interior parts even on a thing on the tower side.
  • a tower of a wind turbine generator is a tower of a monopole type wind turbine generator, and includes at least one tower shell having a cylindrical shape and a supporting load of interior components of the tower.
  • a load transmission structure for transmitting to the shell wherein the load transmission structure includes a steel pipe group composed of a plurality of steel pipes arranged continuously along a vertical direction, a guide wire inserted through the plurality of steel pipes, A support portion provided at an end of the steel pipe group for supporting the steel pipe group to the tower shell, wherein at least one interior part of the tower is directly or indirectly attached to the steel pipe. It is characterized by that.
  • “along the vertical direction” does not mean that it is completely parallel to the vertical direction.
  • the interior product since the interior product is attached to the steel pipe provided in the space in the tower, the interior product can be supported on the tower side without directly welding the interior product to the tower shell. . Thereby, the fall of the fatigue strength category of the tower by attachment of interior goods can be prevented, and the weight of the tower can also be reduced.
  • the steel pipe group is arrange
  • an interior goods can be attached to the steel pipe group connected along the perpendicular direction, even if it is a heavy interior goods, it can support stably.
  • each steel pipe is a sufficiently short member, it can have a structure in which a bending moment due to the attachment of an interior product is difficult to act, and the load transmission structure can be reduced in weight.
  • the steel pipe group in which each guide wire is inserted is configured to transmit a gravity load by the at least one interior product to the support portion.
  • the interior product is supported by the support portion mainly through the steel pipe group, it is possible to stably support a heavier interior product than the case where the interior product is supported by the guide wire.
  • the guide wire in this embodiment is mainly used for the purpose of maintaining a substantially vertical arrangement of the steel pipe group, a large load is hardly applied to the guide wire, and therefore an inexpensive wire that is not so strong is used. It can also be adopted.
  • the at least one tower shell includes a plurality of tower shells that are connected to each other to form the tower, and each of the tower shells has an upper end portion and a lower end portion respectively adjacent to the adjacent tower shells.
  • An upper flange and a lower flange are provided for connection, and each guide wire is stretched between the upper flange and the lower flange of each tower shell, and both ends of each guide wire are connected to each tower shell.
  • the flanges for connecting the tower shells forming the tower are often made with a higher strength using a member thicker than the other parts.
  • the guide wire mounting portion on the tower side can have a structure that can sufficiently withstand the tension of the guide wire. it can.
  • the support portion may be a first bracket provided on the lower flange.
  • the support portion since the lower flange of the tower shell is made of high strength, by providing a support portion on the lower flange, the load of the steel pipe group and the interior parts supported by the steel pipe can be reliably ensured by the support portion. Can receive.
  • the steel pipe includes a tube portion and flange portions provided on both ends of the tube portion, and the ribs of adjacent steel tubes among the steel tube group through which each guide wire is inserted.
  • the battery pack further includes a second bracket for supporting the at least one interior product on at least one of the steel pipe groups, and the second bracket is provided at the lower end of at least one of the steel pipe groups.
  • You may comprise so that it may be supported from below by a collar.
  • the second bracket to which the interior product is attached is supported from below by the collar of the steel pipe, so that the second bracket does not slide down below the collar, so if the steel pipe to which the interior product is attached is appropriately selected, the interior product Can be securely fixed at a desired position. Further, the load of the interior product can be smoothly transmitted downward in the vertical direction via the collar.
  • the steel pipe may further include a displacement prevention unit that prevents displacement of the steel pipe in a horizontal plane.
  • a displacement prevention unit that prevents displacement of the steel pipe in a horizontal plane.
  • the displacement preventing portion may be configured to stretch the steel pipe directly or indirectly inward in the radial direction of the cylindrical member. Thereby, it is possible to prevent the interior product from being displaced relative to the cylindrical member in the horizontal direction.
  • the displacement prevention part is provided between the steel pipe group and the assembly of the connecting members in the same horizontal plane and the inner peripheral surface of the tower shell, and stretches the assembly inward in the radial direction of the tower shell. It may be configured as follows. In this way, by providing a connecting member that connects the steel pipe groups in the same horizontal plane, the steel pipe group and the assembly of the connecting members are configured to be stretched inward in the radial direction of the tower shell by the displacement preventing portion. The number of blocking units can be reduced.
  • the at least one guide wire is located at a vertex that is shared by two equilateral sides of a substantially isosceles triangle in the horizontal plane, and at each of the other two vertices.
  • Including a second wire and a third wire, and the connecting member extends in a horizontal direction between a first steel pipe through which the first wire is inserted and a second steel pipe through which the second wire is inserted, and A first connecting member to which the first steel pipe and the second steel pipe are attached at both ends, and a pair of slits provided in the first connecting member along the extending direction of the first connecting member, each one end being engaged.
  • each of the steel pipes is formed by the displacement prevention part. It may be configured to be supported by the inner peripheral surface of serial tower shell.
  • the displacement prevention portion stretches the first to third steel pipes radially inward against such a pressing force directed outward in the radial direction, so that the displacement of the first to third steel pipes in the horizontal plane is effective. Can be blocked.
  • the second connecting member is attached to the second connecting member, and the turning force for rotating the second connecting member about the third steel pipe as a rotating shaft is applied to the second connecting member.
  • it may further include a rotating power application unit.
  • the connecting member includes a vertical plate portion arranged along a vertical plane and connected at both ends to the steel pipe, and a horizontal plate portion protruding in a horizontal direction from the vertical plate portion,
  • the at least one interior product may be supported by the horizontal plate portion.
  • the at least one interior article may include a floor plate that is supported by the horizontal plate portion and forms a floor of the tower.
  • the floor board which comprises a floor can be stably supported on the tower side.
  • the load transmission structure further includes a tension pipe interposed between the steel pipe located at the uppermost stage of the steel pipe group and the first bracket provided on the upper flange. Have. In this way, the function of the guide wire is impaired by interposing a stretch pipe between the first bracket provided on the upper flange and the steel pipe located at the uppermost stage.
  • the substantially vertical arrangement of the steel pipe group can be maintained by the strut pipe.
  • the interior product since the interior product is attached to the steel pipe provided in the tower interior space, the interior product can be supported on the tower side without directly welding the interior product to the tower shell. it can. Thereby, the fall of the fatigue strength category of the tower by attachment of interior goods can be prevented, and the weight of the tower can also be reduced.
  • the steel pipe group continuously arranged along the vertical direction is arranged in the space in the tower, the interior product can be fixed at a desired position in the space in the tower by appropriately selecting a steel pipe to which the interior product is attached. .
  • an interior goods are attached to the steel pipe group provided along the perpendicular direction, even if it is a heavy interior goods, it can support stably.
  • each steel pipe is made a sufficiently short member, it can be made into the structure where a bending load cannot act easily and it cannot be easily deformed by a compressive load.
  • FIG. 1 shows the outline of the whole structure of a wind power generator. It is a longitudinal cross-sectional view which shows one section of the tower in one Embodiment.
  • (A) is a plan view showing an example of the configuration of the upper flange in the view taken along the line EE in FIG. 2, and
  • (B) is a plan view showing an example of the configuration of the lower flange in the view taken along the line FF in FIG.
  • FIG. (A) is an AA arrow view of FIG. 2
  • (B) is a BB arrow view of FIG.
  • (A) is a sectional side view showing a mounting state of the second bracket to the short pipe
  • (B) is a sectional view taken along the line CC of (A).
  • (A) is a top view which shows a connection member and its peripheral structure
  • (B) is the DD arrow line view of (A).
  • (A) is a side view which shows the attachment state of a tension pipe
  • (B) is a front view which shows the attachment state of another tension pipe. It is a front view which shows the attachment state of another tension pipe.
  • FIG. 1 is a diagram showing an outline of the overall configuration of a wind turbine generator.
  • FIG. 2 is a longitudinal sectional view showing one section of the tower in one embodiment.
  • 3A is a plan view showing an example of the configuration of the upper flange as viewed from the direction of arrows EE in FIG. 2
  • FIG. 3B is a diagram of the example of the configuration of the lower flange as seen from the direction of arrows FF in FIG.
  • FIG. 4A is a view taken along the line AA in FIG. 2
  • FIG. 4B is a view taken along the line BB in FIG.
  • the wind turbine generator 1 includes a rotor 4 composed of blades 2 and a hub 3, a nacelle 5 that rotatably supports the rotor 4, and a tower 10 that supports the nacelle 5.
  • the tower 10 is provided on a foundation 8 provided on the ocean or on the ground.
  • rotation of the rotor 4 is input into a generator from a main shaft (via a drive train as needed).
  • the tower 10 includes at least one cylindrical tower shell, but a plurality of tower shells may be connected in the vertical direction.
  • a steel monopole tower 10 is divided into a plurality of sections.
  • Each section (cylindrical member 11) may be configured by connecting a plurality of tower shells in the vertical direction.
  • “cylinder” includes “hollow truncated cone” having different diameters at both ends. That is, the tower 10 may have a hollow truncated cone shape in which the diameter of the upper end portion is different from the diameter of the lower end portion.
  • a plurality of tower shells may be connected by welding or the like to constitute a tower section (cylindrical member 11) composed of the tower shells.
  • FIG. 2 a cylindrical member (section) 11 formed of a cylindrical tower shell is provided at a cylindrical portion 12, an upper flange 13 provided at the upper end of the cylindrical portion 12, and a lower end. And a lower flange 14.
  • the upper flange 13 and the lower flange 14 are each provided so as to project inward in the radial direction of the cylindrical portion 12.
  • the upper flange 13 is formed with a plurality of bolt holes 13a arranged in the circumferential direction.
  • the upper flange 13 is provided with a first bracket 16 so as to project inward in the radial direction of the cylindrical portion 12.
  • FIG. 3A the upper flange 13 is formed with a plurality of bolt holes 13a arranged in the circumferential direction.
  • the upper flange 13 is provided with a first bracket 16 so as to project inward in the radial direction of the cylindrical portion 12.
  • the lower flange 14 is also formed with a plurality of bolt holes 14a arranged in the circumferential direction.
  • the first flange 17 is also provided on the lower flange 14 so as to project inward in the radial direction of the cylindrical portion 12. Details of the first brackets 16 and 17 will be described later.
  • the two cylindrical members 11 are fastened by bolts (not shown) inserted through 14a.
  • a plurality of cylindrical members 11 are connected to form a single cylindrical tower 10.
  • the cylindrical portion 12 of each cylindrical member 11 may be configured by connecting a plurality of cylindrical tower shells by welding or the like.
  • the tower 10 includes a load transmission structure 20 for attaching at least one interior product to the tower 10 side.
  • the interior goods are configured separately from the tower 10 and are arranged in the space inside the tower 10.
  • a ladder 70 for lifting and lowering a lifting device 72 (including a simple lifting device), a floor plate 74 that forms a floor for work and installation of electrical equipment, a cable fixing support (not shown), an electric cable And electrical equipment (not shown) such as a transformer.
  • the load transfer structure 20 includes at least one guide wire 22 (22a-22c) extending along the vertical direction and a guide wire 22 (22a-22c). ) And a plurality of short tubes 24 (24a to 24c) continuously provided along the vertical direction, and at least a pair of first brackets 16 and 17 provided on the flanges 13 and 14 of the cylindrical member 11, respectively.
  • the short pipe 24 is comprised with the steel pipe, and the steel pipe group is comprised including the several short pipe 24 connected along the perpendicular direction.
  • “along the vertical direction” does not mean that it is completely parallel to the vertical direction.
  • the guide wire 22 extends into the space in the tower along the vertical direction, and is mainly used for the purpose of maintaining a substantially vertical arrangement of the short tubes 24.
  • the guide wire 22 since the guide wire 22 does not mainly support the gravity load of the interior product and the plurality of short tubes 24, the guide wire 22 is hardly subjected to a large load, and thus the strength is so large.
  • An inexpensive guide wire 22 can also be used.
  • a wire rope obtained by twisting metal wires such as steel wires is used as the guide wire 22.
  • a material other than metal for example, a resin wire rope
  • a wire that is not twisted may be used.
  • both ends of the guide wire 22 are fixed to a pair of first brackets 16 and 17 provided on the upper flange 13 and the lower flange 14 of each cylindrical member 11.
  • the first brackets 16 and 17 are provided so that the positions of the upper flange 13 and the lower flange 14 in the circumferential direction substantially coincide with each other. Therefore, the guide wire 22 having both ends fixed to the pair of first brackets 16 and 17 is disposed along the vertical direction.
  • the 1st brackets 16 and 17 and the upper side flange 13 or the lower side flange 14 may be joined by welding, and may be integrally formed by forging etc.
  • the guide wire 22 and the first brackets 16 and 17 are connected to each other by, for example, forming a male screw at the end of the guide wire 22 and inserting the end of the guide wire 22 into a through hole provided in the first bracket 16 and 17. It may be fixed by tightening with a nut.
  • the short tube 24 has a through hole 26 (see FIG. 5) through which the guide wire 22 is inserted.
  • a plurality of short tubes 24 in which the guide wires 22 are inserted into the through holes 26 are stacked so as to be continuous in the vertical direction.
  • the lowermost short tube 24 among the plurality of short tubes 24 is supported by the first bracket 17 which is a support portion.
  • an appropriate tension is applied to the guide wire 22 passing through the through hole 26 of the short tube 24 in addition to the frictional force on the contact surfaces of the two adjacent short tubes 24. Since it maintains by giving, even if it is a case where the load which acts on a horizontal direction exists, an interior goods can be supported stably.
  • the wire mounting portion on the tower 10 side is sufficiently sufficient for the tension of the guide wire 22.
  • the structure can withstand.
  • At least one interior product is directly or indirectly attached to a predetermined short tube 24 among the plurality of short tubes 24.
  • a plurality of short tubes 24 through which the guide wires 22 are inserted allow a gravity load due to at least one interior product to be transmitted to the first bracket 17.
  • the gravity load of the plurality of short tubes 24 is also supported by the first bracket 17.
  • each short tube 24 is made of a sufficiently short member, it can have a structure in which a bending moment due to the attachment of the interior product is difficult to act, and the gravity load of the short tube 24 positioned above and the gravity of the interior product A structure that is not easily deformed even when a compressive load such as a load is applied can be provided. Furthermore, since the lower flange 14 of the cylindrical member 11 is usually made with high strength, by providing a support portion for the short pipe 24 on the lower flange 14, a plurality of short pipes 24 and short pipes 24 are provided. The lower flange 14 can reliably receive the gravity load of the supported interior product.
  • FIG. 5 is a perspective view showing a configuration example of the load support member.
  • FIG. 6A is a side cross-sectional view showing a state where the second bracket is attached to the short pipe
  • FIG. 6B is a cross-sectional view taken along the line CC in FIG.
  • the short pipe 24 is formed in a cylindrical portion 25, a through hole 26 formed along the axial center of the cylindrical portion 25, and an upper end portion and a lower end portion of the cylindrical portion 25, respectively. And provided flange portions 27 and 28.
  • the plurality of short tubes 24 are arranged along the vertical direction so that the lower collar portion 28 and the upper collar portion 27 of two short tubes 24 adjacent to each other in the vertical direction are in contact with each other.
  • the guide wire 22 is inserted into the through hole 26.
  • the contact area between the short tubes 24 is increased by the collar portions 27 and 28, the load can be appropriately transmitted even if the position of the short tube 24 is slightly shifted in the radial direction.
  • the load transmission structure 20 further includes a second bracket 30 for supporting at least one interior product on at least one of the plurality of short tubes 24.
  • the second bracket 30 includes a first plate member 31, a second plate member 32, and a bolt 33 that fastens the first plate member 31 and the second plate member 32.
  • the first plate member 31 includes a sandwiching portion 31a bent along the outer peripheral surface of the short tube 24, a flat plate portion 31b provided on both sides of the sandwiching portion 31a, and a bolt hole 31c formed in the flat plate portion 31b.
  • plate material 32 also has the same structure.
  • the flat plate portions 31 b and 32 b are brought into contact with each other so that the short tube 24 is sandwiched between the sandwiching portion 31 a of the first plate member 31 and the sandwiching portion 32 a of the second plate member 32, and the first plate member is secured by the bolt 33. 31 and the 2nd board
  • plate material 32 are fastened.
  • the second bracket 30 is attached to the short tube 24.
  • the second bracket 30 is supported from below by a flange 28 at the lower end of the short tube 24. Thereby, since the 2nd bracket 30 to which the interior goods were attached is supported from the downward direction by the collar 28 of the short tube 24, the 2nd bracket 30 does not slide down below the collar 28.
  • one of the flat plate portion 31b of the first plate member 31 and the flat plate portion 32b of the second plate member 32 may be formed in a long shape, and a connecting member 40 described later may be attached to the long portion.
  • FIG. 7A is a plan view showing the connecting member and its peripheral structure
  • FIG. 7B is a view taken along line DD in FIG.
  • the connecting member 40 which mutually connects the some short tube 24 in the same horizontal surface by which the guide wire 22 was penetrated.
  • the connecting member 40 (40a, 40b) is a member assembled by welding a shape steel or steel plate such as an H-shaped steel, an L-shaped steel, or a grooved steel, and is arranged along a vertical plane and is connected to the short tube 24.
  • a vertical plate portion 41 whose both ends are connected to each other, and a horizontal plate portion 42 protruding from the vertical plate portion 41 in the horizontal direction.
  • the short pipe 24 is connected to the connecting member 40 via the second bracket 30 by fastening one end of the vertical plate portion 41 to the second bracket 30 with a bolt 45.
  • Interior members such as a floor plate 74 can be attached to the connecting member 40 by bolting or welding. With such a configuration, it is easy to attach the interior product to the short pipe 24.
  • load transmission structure 20 is a displacement prevention part 50 (50a) which prevents displacement in the level surface of short tube 24.
  • the displacement prevention unit 50 may be configured to stretch the short tube 24 directly or indirectly inward in the radial direction of the cylindrical member 11.
  • the cylindrical member 11 is provided with a first wire 22a, a second wire 22b, and a third wire 22c positioned at the vertices of a substantially isosceles triangle in a plane.
  • the 1st wire 22a is located in the vertex which two equal sides of a substantially isosceles triangle share.
  • the first short tube 24a through which the first wire 22a is inserted and the second short tube 24b through which the second wire 22b is inserted are connected by the first connecting member 40a.
  • the first connecting member 40a is provided with a pair of sliding portions 47 projecting in the horizontal direction. Each sliding portion 47 is formed with a slit 48 along the extending direction of the first connecting member 40a.
  • a pair of second connecting members 40b are provided, one end of which engages with the slit 48 and the other end of which is rotatably attached to a third short tube 24c through which the third wire 22c is inserted.
  • the 1st connection member 40a and the 2nd connection member 40b are extended in the same horizontal surface.
  • Each short tube 24 (24a to 24c) is pressed against the inner peripheral surface of the cylindrical member 11 indirectly via the displacement preventing portion 50 (50a to 50c).
  • a connecting member 40 is attached to the short pipe 24 via the second bracket 30.
  • the second bracket 30 includes the first plate material 31 and the second plate material 32.
  • plate material 31 is a connection part with the displacement prevention part 50 extended from the clamping part 31a to a horizontal direction. 31d is included.
  • the displacement prevention unit 50 includes a contact portion 51 that contacts the inner peripheral surface of the cylindrical member 11 and an arm portion 52 that extends inward in the radial direction of the cylindrical member 11 from the contact portion. And the connection part 31d of the 2nd bracket 30 and the edge part of the arm part 52 of the displacement prevention part 50 are connected rotatably by making the volt
  • the displacement prevention unit 50 connected to the short tube 24 is connected to the inner periphery of the cylindrical member 11.
  • the surface can be brought into surface contact, and the displacement of the interior product in the horizontal plane can be reliably prevented.
  • the displacement prevention part 50 may contain the magnet, In that case, the short tube 24 can be fixed to the cylindrical member 11 by the magnetic force of the displacement prevention part 50.
  • the rotational force imparting part 60 may be attached to the second connecting member 40b.
  • the turning force applying unit 60 applies turning force for rotating the second connecting member 40b about the third short tube 24c to the second connecting member 40b.
  • a retractable member such as a rigging screw or a turnbuckle is used as the rotational force applying unit 60. If the distance between the 3rd short tube 24c and the 1st connection member 40a is enlarged by rotating the 2nd connection member 40b by the rotational force provision part 60, the 1st short tube attached to the both ends of the 1st connection member 40a will be explained.
  • the displacement prevention unit 50 pushes the first to third short tubes 24a to 24c radially inward against the pressing force directed outward in the radial direction, so that the first to third short tubes 24a are supported.
  • the displacement in the horizontal plane of ⁇ 24c can be effectively prevented.
  • connecting members 40a and 40b for connecting a plurality of short pipes 24a to 24c in the same horizontal plane are provided, and the assembly of the plurality of short pipes 24a to 24e and the connecting members 40a and 40b is formed into a cylindrical member by a displacement preventing portion 50. 11 is configured to stretch inward in the radial direction, so that the number of the displacement prevention units 50 can be reduced.
  • the interior product is attached to the short pipe 24 provided in the space in the tower, so that the interior product is installed on the tower 10 side without directly welding the interior product to the tower shell.
  • the product can be supported. Thereby, the fall of the fatigue strength category of the tower 10 by attachment of interior goods can be prevented, Therefore Weight reduction of the tower 10 can also be aimed at.
  • a plurality of load transmission members are arranged so as to continue in the vertical direction in the tower interior space, the interior items can be fixed at a desired position in the tower space if an appropriate load transmission member is attached. can do.
  • the interior product is attached to the plurality of short pipes 24 that are continuous in the vertical direction, even a heavy interior product can be stably supported.
  • each short pipe 24 can be made into a structure in which a bending moment is unlikely to occur by making it an appropriate length, and the short pipe itself can be made compact.
  • the interior product is supported directly or indirectly by the second bracket 30.
  • the interior product is directly supported by the second bracket 30, for example, one flat plate portion 31b (or 32b) of the second bracket 30 is used as the interior product by using the second bracket 30 extending from the short tube 24 to the interior product. Bolt fastening or hook engagement.
  • the means for fixing the interior product and the second bracket 30 is not particularly limited.
  • the interior product is indirectly supported by the second bracket 30, for example, the interior product is supported via another member such as the connecting member 40 attached to the second bracket 30.
  • a ladder 70 disposed in a substantially vertical direction within the cylindrical member 11 is short via a connecting member 40 at a plurality of substantially vertical positions.
  • the lifting device 72 is provided with a guide for raising and lowering the car to the connecting member 40, and by engaging the hook on the lifting device side with the guide attached to the connecting member 40, the lifting device 72 has a short pipe. 24.
  • the guide is attached to the short tube 24 via the connecting member 40 at a plurality of substantially vertical positions.
  • the floor plate 74 is provided for each section partitioned by a plurality of connecting members 40 extending in the same horizontal plane. Each floor board 74 is connected to the adjacent connecting member 40 at a plurality of positions in the horizontal plane. Thereby, the floor board 74 is attached to the short pipe 24 via the connecting member 40.
  • a strut tube (strut) is provided between the first bracket 16 and the connecting member 40 that supports the uppermost floor plate 74 a in the cylindrical member 11.
  • pipe) 29 may be interposed.
  • the tension tube 29 may be a steel tube (long tube) longer than the short tube 24.
  • FIG. 8A is a side view showing the attached state of the tension tube
  • FIG. 8B is a front view showing the attached state of another tension tube.
  • the strut tube 29 has a length corresponding to the distance between the first bracket 16 and the connecting member 40 that supports the uppermost floor plate 74a.
  • the lower end of the tension tube 29 is fixed to the connecting member 40 that supports the uppermost floor plate 74 a by a bolt 36.
  • the upper end of the tension tube 29 is fixed to the lower surface of the first bracket 16 by a bolt 37 as shown in FIG. Further, the upper end of the tension tube 29 may be directly attached to the upper flange 13 of the cylindrical member 11 with a bolt 39 as shown in FIG.
  • the uppermost floor plate 74 a can be supported by the tension tube 29, and when a failure occurs in the tension tube 29. Even so, since the short tube 24 supports the strut tube 29, the reliability of the load transmission structure 20 can be further enhanced.
  • the tension tube 29 is attached to the first bracket 16 by providing a portion and providing a concave portion on the other side and engaging the convex portion and the concave portion.
  • the tension tube 29 is supported.
  • the tension tube 29 can be easily attached to the first bracket 16, and even if a problem occurs in the tension tube 29, the short tube 24 supports the tension tube 29, so that the load transmission structure 20 Reliability can be further increased.
  • the short tube 24 with a collar is exemplified as the load transmission member.
  • a plate-like member, a block-like member or the like is used as the load transmission member.
  • Other shapes of members may be used.
  • the upper and lower surfaces of the members are flat so that a plurality of members can be stacked along the vertical direction.
  • the through hole may not be provided on the axis of the member.
  • the through hole may be provided in a convex portion provided on the outer surface of the member.

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Abstract

The present invention is provided with at least one cylindrical tower shell, and a load transmitting structure for transmitting an interior-part support load of a tower to the tower shell. The load transmitting structure includes: a steel pipe group comprising a plurality of steel pipes connected vertically; a guide wire that is inserted through the plurality of steel pipes; and a holding part that is provided to the ends of the steel wire group and holds the steel wire group to the tower shell. The interior parts of the tower are attached directly or indirectly to the steel pipes.

Description

風力発電装置のタワーWind turbine tower
 本開示は、タワーの内部空間に、例えばフロア板やはしご等の内装品が配置される風力発電装置のタワーに関する。 This disclosure relates to a tower of a wind power generator in which interior parts such as floor boards and ladders are arranged in the interior space of the tower.
 一般に、風力発電装置においては、円筒状の支持構造体によってロータ及びナセルを支持するモノポール式のタワーが多く採用されている。大型の風力発電装置ではタワーの高さが数10mから100m以上に及ぶこともあるため、製作面及び輸送面の観点から、通常、タワーは円筒状の複数のセクションに分割されている。 Generally, in a wind turbine generator, a monopole tower that supports a rotor and a nacelle with a cylindrical support structure is often used. In a large-scale wind power generator, the height of the tower may range from several tens of meters to over 100 m. Therefore, from the viewpoint of manufacturing and transportation, the tower is usually divided into a plurality of cylindrical sections.
 タワーの内部には、通常、作業用および電気機器設置用の床や昇降用のはしご、ケーブル固定用のサポート等の内装品が配置される。これらの内装品は、従来、タワーシェルに部材やサポートを直接溶接したり、あるいは、タワーシェルに溶接したブラケットに部材やサポートをボルトで締結することによって、タワー側に固定されていた。しかしその場合、タワーシェルの溶接部周囲(例えば溶接止端部)に応力集中が発生してタワーの疲労強度カテゴリーが低下してしまい、必要な疲労強度を確保するためのタワーシェルの板厚が増加してタワーの重量が増加することとなるため、タワーシェルへブラケットや内装品等の部材を直接溶接することは望ましくない。 The interior of the tower is usually equipped with interior items such as a floor for work and electrical equipment installation, a ladder for raising and lowering, and a support for fixing cables. Conventionally, these interior parts are fixed to the tower side by directly welding the member or support to the tower shell or by fastening the member or support to the bracket welded to the tower shell with a bolt. However, in that case, stress concentration occurs around the welded part of the tower shell (for example, the weld toe), and the fatigue strength category of the tower decreases, and the thickness of the tower shell to secure the required fatigue strength is reduced. Since it increases and the weight of the tower increases, it is not desirable to weld members such as brackets and interior parts directly to the tower shell.
 そこで、タワーシェルに内装品やブラケット等を直接溶接することなく内装品をタワーに取り付ける手法が種々提案されている。例えば、特許文献1には、タワーの各セクションの上下端にそれぞれ設けられたフランジの間にビームを架け渡し、このビームに内装品を取り付ける構成が開示されている。また、特許文献2~4には、タワーの各セクションのフランジ間に張り渡したワイヤ(又はチェーン)に内装品を取り付ける構成が開示されている。この構成では、ワイヤの途中に内装品を支持させるために、ワイヤとの摩擦によって内装品をワイヤに固定するロック部材を設けている。さらに、特許文献5及び6には、磁力を利用した取り付け治具によって内装品をタワーシェルに取り付ける構成も開示されている。 Therefore, various methods for attaching the interior parts to the tower without directly welding the interior parts and brackets to the tower shell have been proposed. For example, Patent Document 1 discloses a configuration in which a beam is bridged between flanges provided at the upper and lower ends of each section of a tower and an interior part is attached to the beam. Patent Documents 2 to 4 disclose a configuration in which an interior part is attached to a wire (or chain) stretched between flanges of each section of the tower. In this configuration, in order to support the interior product in the middle of the wire, a lock member that fixes the interior product to the wire by friction with the wire is provided. Further, Patent Documents 5 and 6 disclose a configuration in which an interior product is attached to the tower shell by an attachment jig using magnetic force.
米国特許出願公開第2009/0031668号明細書US Patent Application Publication No. 2009/0031668 欧州特許出願公開第2385250号明細書European Patent Application Publication No. 2385250 米国特許出願公開第2010/0122508号明細書US Patent Application Publication No. 2010/0122508 米国特許出願公開第2011/0252720号明細書US Patent Application Publication No. 2011/0252720 米国特許出願公開第2011/0252738号明細書US Patent Application Publication No. 2011/0252738 米国特許出願公開第2010/0186342号明細書US Patent Application Publication No. 2010/0186342
 ところで、タワーへの内装品の取り付け機構は、タワー内の適切な空間位置に内装品を設置でき、またレイアウト変更にも対応し得るように、内装品の取り付け位置を自在に選択可能であることが望ましい。さらに、内装品にはフロア板や変圧器等の重量物も含まれることから、重量の大きい内装品であっても安定して支持可能な取り付け機構が要求される。 By the way, the mounting mechanism of the interior parts to the tower should be able to freely select the mounting position of the interior parts so that the interior parts can be installed in an appropriate space position in the tower and the layout can be changed. Is desirable. Furthermore, since the interior goods include heavy objects such as floor boards and transformers, an attachment mechanism that can stably support even heavy interior goods is required.
 この点、特許文献1~6の手法によれば、内装品の取り付け位置の自由度は比較的大きいものの、重量物の安定支持に対しては十分な対策がなされているとは言えない。すなわち、ビームを介して内装品をタワー側に支持させる場合、各セクションの上下端のフランジ間に架け渡されるビームは長尺となるので圧縮荷重や曲げ荷重が作用した時に座屈や曲げ等の変形が生じるおそれがある。また、ワイヤを介して内装品をタワー側に支持させる場合、重量物を支持可能な程度の摩擦力を発生させるには、ロック部材をワイヤに強く締めつけなければならず、さらにそこに内装品の荷重が作用するのでワイヤの耐久性が損なわれてしまう可能性がある。 In this respect, according to the methods of Patent Documents 1 to 6, although the degree of freedom of the attachment position of the interior parts is relatively large, it cannot be said that sufficient measures are taken for stable support of heavy objects. In other words, when the interior parts are supported on the tower side via the beam, the beam spanned between the flanges at the upper and lower ends of each section is long, so that when a compressive load or bending load is applied, buckling or bending is applied. Deformation may occur. In addition, when the interior part is supported on the tower side via a wire, in order to generate a frictional force that can support a heavy object, the lock member must be strongly tightened to the wire, and further, Since the load acts, the durability of the wire may be impaired.
 本発明の少なくとも一実施形態の目的は、タワーシェルに内装品やブラケット等を溶接することなくタワー内へ内装品を取付可能とし、内装品の取り付け位置を自在に選択可能であり、そのうえ、重量物であっても内装品を安定してタワー側に支持可能な風力発電装置のタワーを提供することである。 An object of at least one embodiment of the present invention is to allow interior products to be mounted in the tower without welding interior products, brackets, etc. to the tower shell, and to be able to freely select the mounting position of the interior products, in addition to weight. An object of the present invention is to provide a tower of a wind power generator that can stably support interior parts even on a thing on the tower side.
 本発明の少なくとも一実施形態に係る風力発電装置のタワーは、モノポール式の風力発電装置のタワーであって、円筒形状の少なくとも一つのタワーシェルと、前記タワーの内装品の支持荷重を前記タワーシェルへ伝達するための荷重伝達構造とを備え、前記荷重伝達構造は、鉛直方向に沿って連設された複数の鋼管からなる鋼管群と、前記複数の鋼管に挿通されたガイドワイヤと、前記鋼管群の端部に設けられた、前記鋼管群を前記タワーシェルへ支持するための支持部と、を有し、前記タワーの少なくとも一つの内装品は、前記鋼管に直接又は間接的に取り付けられることを特徴とする。
 なお、本明細書における「鉛直方向に沿って」とは、鉛直方向に完全に平行であることを求めるものではない。
A tower of a wind turbine generator according to at least one embodiment of the present invention is a tower of a monopole type wind turbine generator, and includes at least one tower shell having a cylindrical shape and a supporting load of interior components of the tower. A load transmission structure for transmitting to the shell, wherein the load transmission structure includes a steel pipe group composed of a plurality of steel pipes arranged continuously along a vertical direction, a guide wire inserted through the plurality of steel pipes, A support portion provided at an end of the steel pipe group for supporting the steel pipe group to the tower shell, wherein at least one interior part of the tower is directly or indirectly attached to the steel pipe. It is characterized by that.
In the present specification, “along the vertical direction” does not mean that it is completely parallel to the vertical direction.
 上記風力発電装置のタワーによれば、タワー内空間に設けられた鋼管に内装品を取り付けるようにしたので、タワーシェルに内装品を直接溶接することなくタワー側に内装品を支持させることができる。これにより、内装品の取り付けによるタワーの疲労強度カテゴリーの低下を防止でき、よってタワーの重量軽減も図れる。また、タワー内空間に鉛直方向に沿って連なるように鋼管群を配置しているので、内装品を取り付ける鋼管を適宜選択すればタワー内空間の所望の位置に内装品を固定することができる。
 また、内装品は、鉛直方向に沿って連設された鋼管群に取り付けることができるので、重量の大きい内装品であっても安定して支持できる。このとき、鋼管群の略鉛直方向配列は、鋼管の貫通穴を通るガイドワイヤに適切な張力を与えることにより維持されるので、水平方向に作用する荷重が存在する場合であっても鋼管群がずれることなく安定して内装品を支持できる。さらに、各鋼管は、十分に短い部材とすれば内装品を取付けたことによる曲げモーメントが作用しにくい構造とすることができ、荷重伝達構造の軽量化を図ることができる。
According to the tower of the wind power generator, since the interior product is attached to the steel pipe provided in the space in the tower, the interior product can be supported on the tower side without directly welding the interior product to the tower shell. . Thereby, the fall of the fatigue strength category of the tower by attachment of interior goods can be prevented, and the weight of the tower can also be reduced. Moreover, since the steel pipe group is arrange | positioned so that it may continue along a perpendicular direction in the tower interior space, if the steel pipe which attaches interior goods is selected suitably, an interior goods can be fixed to the desired position of the tower interior space.
Moreover, since an interior goods can be attached to the steel pipe group connected along the perpendicular direction, even if it is a heavy interior goods, it can support stably. At this time, since the substantially vertical arrangement of the steel pipe group is maintained by applying an appropriate tension to the guide wire passing through the through hole of the steel pipe, the steel pipe group is not affected even when there is a load acting in the horizontal direction. It is possible to stably support interior parts without shifting. Furthermore, if each steel pipe is a sufficiently short member, it can have a structure in which a bending moment due to the attachment of an interior product is difficult to act, and the load transmission structure can be reduced in weight.
 幾つかの実施形態では、各ガイドワイヤが挿通された前記鋼管群は、前記少なくとも一つの内装品による重力荷重を前記支持部に伝えるように構成される。
 このように、内装品が主に鋼管群を介して前記支持部によって支持されるようにしたので、ガイドワイヤで支持する場合よりも重い内装品を安定して支持できる。なお、本実施形態におけるガイドワイヤは主に鋼管群の略鉛直方向配列を維持する目的で用いられるので、ガイドワイヤに大荷重が作用することは殆どなく、そのため強度がそれ程大きくない安価なワイヤを採用することもできる。
In some embodiments, the steel pipe group in which each guide wire is inserted is configured to transmit a gravity load by the at least one interior product to the support portion.
As described above, since the interior product is supported by the support portion mainly through the steel pipe group, it is possible to stably support a heavier interior product than the case where the interior product is supported by the guide wire. In addition, since the guide wire in this embodiment is mainly used for the purpose of maintaining a substantially vertical arrangement of the steel pipe group, a large load is hardly applied to the guide wire, and therefore an inexpensive wire that is not so strong is used. It can also be adopted.
 幾つかの実施形態において、前記少なくとも一つのタワーシェルは、互いに連結されて前記タワーを形成する複数のタワーシェルを含み、各タワーシェルの上端部及び下端部には、それぞれ、隣接するタワーシェルとの連結用の上側フランジ及び下側フランジが設けられており、各ガイドワイヤは各タワーシェルの前記上側フランジと前記下側フランジとの間に張り渡され、各ガイドワイヤの両端は、各タワーシェルの前記上側フランジ及び前記下側フランジにそれぞれ設けられた一対の第1ブラケットに固定される。
 通常、各タワーシェル同士の接合強度を保持する観点から、タワーを形成するタワーシェルの連結用の各フランジは他の部位よりも厚い部材を使用し高強度に作られることが多い。そこで、ガイドワイヤの両端が固定される一対の第1ブラケットを上側フランジ及び下側フランジにそれぞれ設けることによって、タワー側のガイドワイヤ取り付け部をガイドワイヤの張力に十分に耐え得る構造とすることができる。
In some embodiments, the at least one tower shell includes a plurality of tower shells that are connected to each other to form the tower, and each of the tower shells has an upper end portion and a lower end portion respectively adjacent to the adjacent tower shells. An upper flange and a lower flange are provided for connection, and each guide wire is stretched between the upper flange and the lower flange of each tower shell, and both ends of each guide wire are connected to each tower shell. Are fixed to a pair of first brackets respectively provided on the upper flange and the lower flange.
Usually, from the viewpoint of maintaining the joint strength between the tower shells, the flanges for connecting the tower shells forming the tower are often made with a higher strength using a member thicker than the other parts. Therefore, by providing a pair of first brackets to which both ends of the guide wire are fixed on the upper flange and the lower flange, respectively, the guide wire mounting portion on the tower side can have a structure that can sufficiently withstand the tension of the guide wire. it can.
 幾つかの実施形態において、前記支持部は、前記下側フランジに設けられた第1ブラケットであってもよい。
 上述したようにタワーシェルの下側フランジは高強度に作られているので、この下側フランジに支持部を設けることによって、鋼管群及び鋼管に支持される内装品の荷重を支持部によって確実に受けることができる。
In some embodiments, the support portion may be a first bracket provided on the lower flange.
As described above, since the lower flange of the tower shell is made of high strength, by providing a support portion on the lower flange, the load of the steel pipe group and the interior parts supported by the steel pipe can be reliably ensured by the support portion. Can receive.
 幾つかの実施形態では、前記鋼管は、筒部と、前記筒部の両端側に設けられたつば部とを含み、各ガイドワイヤが挿通された前記鋼管群のうち、隣接する鋼管の前記つば部同士が当接するように構成されてもよい。
 これにより、ガイドワイヤが挿通された鋼管が途中(隣接する鋼管の当接部)で径方向にずれたことにより局部変形するのを防止できる。さらに、鋼管同士の接触面積が増加するため鋼管の位置が径方向に多少ずれても荷重を適切に伝達できる。
In some embodiments, the steel pipe includes a tube portion and flange portions provided on both ends of the tube portion, and the ribs of adjacent steel tubes among the steel tube group through which each guide wire is inserted. You may comprise so that parts may contact | abut.
Thereby, it can prevent local deformation | transformation by the steel pipe in which the guide wire was penetrated having shifted | deviated to radial direction in the middle (abutting part of an adjacent steel pipe). Furthermore, since the contact area between the steel pipes increases, the load can be appropriately transmitted even if the positions of the steel pipes are slightly displaced in the radial direction.
 幾つかの実施形態では、前記少なくとも一つの内装品を前記鋼管群の少なくとも一つに支持するための第2ブラケットをさらに備え、前記第2ブラケットは、前記鋼管群の少なくとも一つの下端部の前記つばによって下方から支持されるように構成してもよい。
 これにより、内装品が取り付けられた第2ブラケットは鋼管のつばによって下方から支持されるので第2ブラケットがつばより下方に滑り落ちることがなく、よって内装品を取り付ける鋼管を適切に選択すれば内装品を所望の位置に確実に固定できる。また、つばを介して内装品の荷重を鉛直方向下方へ円滑に伝達することができる。
In some embodiments, the battery pack further includes a second bracket for supporting the at least one interior product on at least one of the steel pipe groups, and the second bracket is provided at the lower end of at least one of the steel pipe groups. You may comprise so that it may be supported from below by a collar.
As a result, the second bracket to which the interior product is attached is supported from below by the collar of the steel pipe, so that the second bracket does not slide down below the collar, so if the steel pipe to which the interior product is attached is appropriately selected, the interior product Can be securely fixed at a desired position. Further, the load of the interior product can be smoothly transmitted downward in the vertical direction via the collar.
 幾つかの実施形態では、前記鋼管の水平面内における変位を阻止する変位阻止部をさらに備えてもよい。
 これにより、複数積み重ねられた鋼管(鋼管群)が互いの当接部で水平方向にずれることを防止できる。そのため、複数積み重ねられた鋼管によって確実に内装品の荷重を支持でき、より一層安定した内装品の支持が可能となる。
In some embodiments, the steel pipe may further include a displacement prevention unit that prevents displacement of the steel pipe in a horizontal plane.
As a result, it is possible to prevent a plurality of stacked steel pipes (steel pipe groups) from being displaced in the horizontal direction at the contact portions. Therefore, the load of the interior product can be reliably supported by a plurality of stacked steel pipes, and the interior product can be supported more stably.
 幾つかの実施形態では、前記変位阻止部は、前記鋼管を直接的又は間接的に前記円筒部材の径方向内方に突っ張るように構成されてもよい。
 これにより、円筒部材に対して内装品が水平方向に相対変位することを防止できる。
In some embodiments, the displacement preventing portion may be configured to stretch the steel pipe directly or indirectly inward in the radial direction of the cylindrical member.
Thereby, it is possible to prevent the interior product from being displaced relative to the cylindrical member in the horizontal direction.
 幾つかの実施形態では、異なる前記ガイドワイヤが挿通された、同一水平面内の前記鋼管群を互いに連結する連結部材をさらに備え、
 前記変位阻止部は、前記同一水平面内の前記鋼管群及び前記連結部材の集合体と前記タワーシェルの内周面との間に設けられ、前記集合体を前記タワーシェルの径方向内方に突っ張るように構成されてもよい。
 このように、同一水平面内の鋼管群を互いに連結する連結部材を設けて、鋼管群及び連結部材の集合体を変位阻止部によりタワーシェルの径方向内方に突っ張るように構成することで、変位阻止部の設置数を削減できる。
In some embodiments, further comprising a connecting member that connects the steel pipe groups in the same horizontal plane, through which the different guide wires are inserted,
The displacement prevention part is provided between the steel pipe group and the assembly of the connecting members in the same horizontal plane and the inner peripheral surface of the tower shell, and stretches the assembly inward in the radial direction of the tower shell. It may be configured as follows.
In this way, by providing a connecting member that connects the steel pipe groups in the same horizontal plane, the steel pipe group and the assembly of the connecting members are configured to be stretched inward in the radial direction of the tower shell by the displacement preventing portion. The number of blocking units can be reduced.
 幾つかの実施形態では、前記少なくとも一本のガイドワイヤは、前記水平面内における略二等辺三角形の2本の等辺が共有する頂点に位置する第1ワイヤと、他の2つの各頂点に位置する第2ワイヤ及び第3ワイヤを含み、前記連結部材は、前記第1ワイヤが挿通された第1鋼管と前記第2ワイヤが挿通された第2鋼管との間で水平方向に延在し、前記第1鋼管及び前記第2鋼管が両端に取り付けられる第1連結部材と、前記第1連結部材の延在方向に沿って前記第1連結部材に設けられた一対のスリットにそれぞれの一端部が係合し、前記第3ワイヤが挿通された第3鋼管に回動自在にそれぞれの他端部が取り付けられる一対の第2連結部材とを含み、前記第1鋼管、前記第2鋼管及び前記第3鋼管は、それぞれ、前記変位阻止部によって前記タワーシェルの内周面に支持される構成としてもよい。
 これにより、第2連結部材を回動させて第3鋼管と第1連結部材との距離を大きくすれば、第1連結部材の両端に取り付けられた第1鋼管及び第2鋼管はタワーシェルの内周面に押し付けられ、且つ、第2連結部材の他端部に取り付けられた第3鋼管も同様にタワーシェルの内周面に押し付けられる。このような径方向外方に向かう押圧力に抗して、変位阻止部が、第1~第3鋼管を径方向内方に突っ張ることで、第1~第3鋼管の水平面内における変位を効果的に阻止できる。
In some embodiments, the at least one guide wire is located at a vertex that is shared by two equilateral sides of a substantially isosceles triangle in the horizontal plane, and at each of the other two vertices. Including a second wire and a third wire, and the connecting member extends in a horizontal direction between a first steel pipe through which the first wire is inserted and a second steel pipe through which the second wire is inserted, and A first connecting member to which the first steel pipe and the second steel pipe are attached at both ends, and a pair of slits provided in the first connecting member along the extending direction of the first connecting member, each one end being engaged. And a pair of second connecting members that are rotatably attached to the third steel pipe through which the third wire is inserted, the first steel pipe, the second steel pipe, and the third steel pipe. Each of the steel pipes is formed by the displacement prevention part. It may be configured to be supported by the inner peripheral surface of serial tower shell.
Thus, if the second connecting member is rotated to increase the distance between the third steel pipe and the first connecting member, the first steel pipe and the second steel pipe attached to both ends of the first connecting member are within the tower shell. The third steel pipe pressed against the peripheral surface and attached to the other end of the second connecting member is also pressed against the inner peripheral surface of the tower shell. The displacement prevention portion stretches the first to third steel pipes radially inward against such a pressing force directed outward in the radial direction, so that the displacement of the first to third steel pipes in the horizontal plane is effective. Can be blocked.
 幾つかの実施形態では、前記第2連結部材に取り付けられ、前記第3鋼管を回動軸として前記第2連結部材を回動せしめるための回動力を前記第2連結部材に回動力を付与するための回動力付与部をさらに備えてもよい。
 このように、第3鋼管を回動軸として第2連結部材を回動せしめる回動力付与部を設けることによって第1鋼管及び第2鋼管のタワーシェル内周面への押圧力を調節することができる。よって、運用中において押圧力が低下した場合でも回動力付与部を調節することにより水平面内における内装品の変位を長期間に亘って確実に阻止できる。
In some embodiments, the second connecting member is attached to the second connecting member, and the turning force for rotating the second connecting member about the third steel pipe as a rotating shaft is applied to the second connecting member. For this purpose, it may further include a rotating power application unit.
Thus, the pressing force to the inner peripheral surface of the tower shell of the first steel pipe and the second steel pipe can be adjusted by providing the turning force applying portion that rotates the second connecting member with the third steel pipe as the rotation axis. it can. Therefore, even when the pressing force decreases during operation, the displacement of the interior product in the horizontal plane can be reliably prevented over a long period of time by adjusting the turning force applying portion.
 幾つかの実施形態では、前記連結部材は、鉛直平面に沿って配置されて前記鋼管に両端が接続される鉛直板部と、前記鉛直板部から水平方向に張り出した水平板部とを含み、前記少なくとも一つの内装品は、前記水平板部によって支持される構成としてもよい。
 これにより、鋼管に対して連結部材を強固に且つ簡単に取り付けることが可能となる。すなわち、鋼管との接続部を構成する連結部材の鉛直板部は、鋼管の延在方向と一致する鉛直平面に沿って配置されるので、鋼管に対する連結部材の当接面積が大きくなり接続強度を向上でき、また取り付けが容易となる。さらに、鉛直板部から水平方向に張り出した水平板部に内装品が支持されるようにしたので、連結部材への内装品の取り付けも容易となる。
In some embodiments, the connecting member includes a vertical plate portion arranged along a vertical plane and connected at both ends to the steel pipe, and a horizontal plate portion protruding in a horizontal direction from the vertical plate portion, The at least one interior product may be supported by the horizontal plate portion.
Thereby, it becomes possible to attach the connecting member firmly and easily to the steel pipe. That is, since the vertical plate portion of the connecting member constituting the connecting portion with the steel pipe is arranged along a vertical plane that coincides with the extending direction of the steel pipe, the contact area of the connecting member with respect to the steel pipe is increased and the connection strength is increased. It can be improved and can be easily installed. Furthermore, since the interior product is supported by the horizontal plate portion that protrudes in the horizontal direction from the vertical plate portion, the interior product can be easily attached to the connecting member.
 幾つかの実施形態では、前記少なくとも一つの内装品は、前記水平板部によって支持され、前記タワーのフロアを構成するフロア板を含む構成としてもよい。
 これにより、フロアを構成するフロア板を安定してタワー側に支持させることができる。
In some embodiments, the at least one interior article may include a floor plate that is supported by the horizontal plate portion and forms a floor of the tower.
Thereby, the floor board which comprises a floor can be stably supported on the tower side.
 幾つかの実施形において、前記荷重伝達構造は、前記鋼管群のうち最上段に位置する前記鋼管と、前記上側フランジに設けられた前記第1ブラケットとの間に介装される突っ張り管をさらに有する。
 このように、上側フランジに設けられた第1ブラケットと、最上段に位置する鋼管との間に突っ張り管(strut pipe)を介装することによって、ガイドワイヤの機能が損なわれた場合であっても、突っ張り管によって鋼管群の略鉛直方向配列を維持できる。
In some embodiments, the load transmission structure further includes a tension pipe interposed between the steel pipe located at the uppermost stage of the steel pipe group and the first bracket provided on the upper flange. Have.
In this way, the function of the guide wire is impaired by interposing a stretch pipe between the first bracket provided on the upper flange and the steel pipe located at the uppermost stage. In addition, the substantially vertical arrangement of the steel pipe group can be maintained by the strut pipe.
 本発明の少なくとも一実施形態によれば、タワー内空間に設けられた鋼管に内装品を取り付けるようにしたので、タワーシェルに内装品を直接溶接することなくタワー側に内装品を支持させることができる。これにより、内装品の取り付けによるタワーの疲労強度カテゴリーの低下を防止でき、よってタワーの重量軽減も図れる。また、タワー内空間に鉛直方向に沿って連設された鋼管群を配置しているので、内装品を取り付ける鋼管を適宜選択すればタワー内空間の所望の位置に内装品を固定することができる。
 また、内装品は、鉛直方向に沿って連設された鋼管群に取り付けられるので、重量の大きい内装品であっても安定して支持できる。さらに、各鋼管は、十分に短い部材とすれば曲げ荷重が作用しにくく、また、圧縮荷重により変形しにくい構造とすることができる。
According to at least one embodiment of the present invention, since the interior product is attached to the steel pipe provided in the tower interior space, the interior product can be supported on the tower side without directly welding the interior product to the tower shell. it can. Thereby, the fall of the fatigue strength category of the tower by attachment of interior goods can be prevented, and the weight of the tower can also be reduced. Moreover, since the steel pipe group continuously arranged along the vertical direction is arranged in the space in the tower, the interior product can be fixed at a desired position in the space in the tower by appropriately selecting a steel pipe to which the interior product is attached. .
Moreover, since an interior goods are attached to the steel pipe group provided along the perpendicular direction, even if it is a heavy interior goods, it can support stably. Furthermore, if each steel pipe is made a sufficiently short member, it can be made into the structure where a bending load cannot act easily and it cannot be easily deformed by a compressive load.
風力発電装置の全体構成の概略を示す図である。It is a figure which shows the outline of the whole structure of a wind power generator. 一実施形態におけるタワーの一つのセクションを示す縦断面図である。It is a longitudinal cross-sectional view which shows one section of the tower in one Embodiment. (A)は図2のE-E線矢視図で上側フランジの構成例を示す平面図で、(B)は図2のF-F線矢視図で下側フランジの構成例を示す平面図である。(A) is a plan view showing an example of the configuration of the upper flange in the view taken along the line EE in FIG. 2, and (B) is a plan view showing an example of the configuration of the lower flange in the view taken along the line FF in FIG. FIG. (A)は図2のA-A線矢視図で、(B)は図2のB-B線矢視図である。(A) is an AA arrow view of FIG. 2, and (B) is a BB arrow view of FIG. 短管の構成例を示す斜視図である。It is a perspective view which shows the structural example of a short tube. (A)は短管への第2ブラケットの取り付け状態を示す側断面図で、(B)は(A)のC-C線断面図である。(A) is a sectional side view showing a mounting state of the second bracket to the short pipe, and (B) is a sectional view taken along the line CC of (A). (A)は連結部材とその周辺構造を示す平面図で、(B)は(A)のD-D線矢視図である。(A) is a top view which shows a connection member and its peripheral structure, (B) is the DD arrow line view of (A). (A)は突っ張り管の取り付け状態を示す側面図で、(B)は他の突っ張り管の取り付け状態を示す正面図である。(A) is a side view which shows the attachment state of a tension pipe, (B) is a front view which shows the attachment state of another tension pipe. 他の突っ張り管の取り付け状態を示す正面図である。It is a front view which shows the attachment state of another tension pipe.
 以下、添付図面に従って本発明の実施形態について説明する。ただし、実施形態として以下に記載され、あるいは、実施形態として図面で示された構成部品の寸法、材質、形状、その相対的配置等は、本発明の範囲をこれに限定する趣旨ではなく、単なる説明例にすぎない。 Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. However, the dimensions, materials, shapes, relative arrangements, and the like of the components described below as the embodiments or shown in the drawings as the embodiments are not intended to limit the scope of the present invention. It is just an example.
 図1は風力発電装置の全体構成の概略を示す図である。図2は一実施形態におけるタワーの一つのセクションを示す縦断面図である。図3(A)は図2のE-E線矢視図で上側フランジの構成例を示す平面図で、(B)は図2のF-F線矢視図で下側フランジの構成例を示す平面図である。図4(A)は図2のA-A線矢視図で、(B)は図2のB-B線矢視図である。 FIG. 1 is a diagram showing an outline of the overall configuration of a wind turbine generator. FIG. 2 is a longitudinal sectional view showing one section of the tower in one embodiment. 3A is a plan view showing an example of the configuration of the upper flange as viewed from the direction of arrows EE in FIG. 2, and FIG. 3B is a diagram of the example of the configuration of the lower flange as seen from the direction of arrows FF in FIG. FIG. 4A is a view taken along the line AA in FIG. 2, and FIG. 4B is a view taken along the line BB in FIG.
 図1に示すように、風力発電装置1は、ブレード2及びハブ3で構成されるロータ4と、ロータ4を回転自在に支持するナセル5と、ナセル5を支持するタワー10とを備える。タワー10は、洋上又は地上に設けられた基礎8上に設けられる。なお、図示は省略するが、ロータ4の回転は、メインシャフトから(必要に応じてドライブトレインを介して)発電機に入力される。 As shown in FIG. 1, the wind turbine generator 1 includes a rotor 4 composed of blades 2 and a hub 3, a nacelle 5 that rotatably supports the rotor 4, and a tower 10 that supports the nacelle 5. The tower 10 is provided on a foundation 8 provided on the ocean or on the ground. In addition, although illustration is abbreviate | omitted, rotation of the rotor 4 is input into a generator from a main shaft (via a drive train as needed).
 タワー10は、少なくとも一つの円筒形状のタワーシェルから構成されるが、複数のタワーシェルが鉛直方向に沿って複数連結されて構成されてもよい。例えば図1では、鋼製のモノポール式のタワー10が複数のセクションに分割されている。各セクション(円筒部材11)は、複数のタワーシェルが鉛直方向に複数連結されて構成されてもよい。なお、本明細書において「円筒」とは、両端の径が異なる「中空円錐台」を含むものである。すなわち、タワー10は上端部の径が下端部の径と異なる中空円錐台形状であってもよい。また、複数のタワーシェルが溶接等により連結されて、タワーシェルからなるタワーセクション(円筒部材11)を構成してもよい。 The tower 10 includes at least one cylindrical tower shell, but a plurality of tower shells may be connected in the vertical direction. For example, in FIG. 1, a steel monopole tower 10 is divided into a plurality of sections. Each section (cylindrical member 11) may be configured by connecting a plurality of tower shells in the vertical direction. In this specification, “cylinder” includes “hollow truncated cone” having different diameters at both ends. That is, the tower 10 may have a hollow truncated cone shape in which the diameter of the upper end portion is different from the diameter of the lower end portion. A plurality of tower shells may be connected by welding or the like to constitute a tower section (cylindrical member 11) composed of the tower shells.
 図2~図4を用いて、一つのセクションを例示してその詳細な構成について説明する。
 図2に示すように、一実施形態において、円筒形状のタワーシェルからなる円筒部材(セクション)11は、円筒部12と、円筒部12の上端に設けられた上側フランジ13と、下端に設けられた下側フランジ14とを有する。上側フランジ13及び下側フランジ14は、それぞれ、円筒部12の径方向内方に張り出すように設けられている。
 図3(A)に示すように、上側フランジ13には周方向に配列された複数のボルト穴13aが形成されている。また、上側フランジ13には、円筒部12の径方向内方に張り出すように第1ブラケット16が設けられている。同様に、図3(B)に示すように、下側フランジ14にも周方向に配列された複数のボルト穴14aが形成されている。また、下側フランジ14にも、円筒部12の径方向内方に張り出すように第1ブラケット17が設けられている。なお、第1ブラケット16,17の詳細については後述する。
 鉛直方向に隣接する2つの円筒部材11(図1参照)のうち上側の円筒部材11の下側フランジ14と下側の円筒部材11の上側フランジ13とが当接した状態で、ボルト穴13a,14aに挿通されたボルト(不図示)によって2つの円筒部材11が締結される。こうして、複数の円筒部材11が連結されて一本の円筒状のタワー10が形成される。なお、各円筒部材11の円筒部12は、円筒状のタワーシェルが溶接等によって複数連結されて構成されてもよい。
A detailed configuration of one section will be described with reference to FIGS. 2 to 4. FIG.
As shown in FIG. 2, in one embodiment, a cylindrical member (section) 11 formed of a cylindrical tower shell is provided at a cylindrical portion 12, an upper flange 13 provided at the upper end of the cylindrical portion 12, and a lower end. And a lower flange 14. The upper flange 13 and the lower flange 14 are each provided so as to project inward in the radial direction of the cylindrical portion 12.
As shown in FIG. 3A, the upper flange 13 is formed with a plurality of bolt holes 13a arranged in the circumferential direction. The upper flange 13 is provided with a first bracket 16 so as to project inward in the radial direction of the cylindrical portion 12. Similarly, as shown in FIG. 3B, the lower flange 14 is also formed with a plurality of bolt holes 14a arranged in the circumferential direction. The first flange 17 is also provided on the lower flange 14 so as to project inward in the radial direction of the cylindrical portion 12. Details of the first brackets 16 and 17 will be described later.
In the state where the lower flange 14 of the upper cylindrical member 11 and the upper flange 13 of the lower cylindrical member 11 are in contact with each other among the two cylindrical members 11 (see FIG. 1) adjacent in the vertical direction, The two cylindrical members 11 are fastened by bolts (not shown) inserted through 14a. Thus, a plurality of cylindrical members 11 are connected to form a single cylindrical tower 10. The cylindrical portion 12 of each cylindrical member 11 may be configured by connecting a plurality of cylindrical tower shells by welding or the like.
 また、図2及び図4に示すように、タワー10は、少なくとも一つの内装品をタワー10側に取り付ける荷重伝達構造20を備えている。ここで、内装品とは、タワー10とは別体で構成され、タワー10内空間に配置されるものである。例えば内装品として、昇降用のはしご70、昇降装置72(簡易昇降装置を含む)、作業用および電気機器設置用の床を形成するフロア板74、ケーブル固定用のサポート(不図示)、電気ケーブルや変圧器等の電気機器(不図示)等が挙げられる。 2 and 4, the tower 10 includes a load transmission structure 20 for attaching at least one interior product to the tower 10 side. Here, the interior goods are configured separately from the tower 10 and are arranged in the space inside the tower 10. For example, as interior items, a ladder 70 for lifting and lowering, a lifting device 72 (including a simple lifting device), a floor plate 74 that forms a floor for work and installation of electrical equipment, a cable fixing support (not shown), an electric cable And electrical equipment (not shown) such as a transformer.
 ここで、荷重伝達構造20の具体的な構成例について説明する。
 幾つかの実施形態では、図2~4に示すように荷重伝達構造20は、鉛直方向に沿って延在する少なくとも一本のガイドワイヤ22(22a~22c)と、ガイドワイヤ22(22a~22c)が挿通され、鉛直方向に沿って連設された複数の短管24(24a~24c)と、円筒部材11の各フランジ13,14に設けられた少なくとも一対の第1ブラケット16,17とを有している。なお、短管24は鋼管により構成され、鉛直方向に沿って連設される複数の短管24を含んで鋼管群が構成される。
 なお、本明細書における「鉛直方向に沿って」とは、鉛直方向に完全に平行であることを求めるものではない。
Here, a specific configuration example of the load transmission structure 20 will be described.
In some embodiments, as shown in FIGS. 2-4, the load transfer structure 20 includes at least one guide wire 22 (22a-22c) extending along the vertical direction and a guide wire 22 (22a-22c). ) And a plurality of short tubes 24 (24a to 24c) continuously provided along the vertical direction, and at least a pair of first brackets 16 and 17 provided on the flanges 13 and 14 of the cylindrical member 11, respectively. Have. In addition, the short pipe 24 is comprised with the steel pipe, and the steel pipe group is comprised including the several short pipe 24 connected along the perpendicular direction.
In the present specification, “along the vertical direction” does not mean that it is completely parallel to the vertical direction.
 ガイドワイヤ22は、鉛直方向に沿ってタワー内空間に延在し、主に短管24の略鉛直方向配列を維持する目的で用いられる。本実施形態では、内装品及び複数の短管24の重力荷重をガイドワイヤ22が主体的に支持するものではないので、ガイドワイヤ22に大荷重が作用することは殆どなく、そのため強度がそれ程大きくない安価なガイドワイヤ22を採用することもできる。例えばガイドワイヤ22として、鋼線等の金属線を撚り合わせたワイヤロープが用いられる。なお、ガイドワイヤ22には、金属以外の材料(例えば樹脂製ワイヤロープ)が用いられてもよいし、撚り合わせていないワイヤが用いられてもよい。
 一実施形態では、ガイドワイヤ22の両端は、各円筒部材11の上側フランジ13及び下側フランジ14にそれぞれ設けられた一対の第1ブラケット16,17に固定される。第1ブラケット16,17は、上側フランジ13及び下側フランジ14の周方向における位置が略一致するように設けられている。そのため、一対の第1ブラケット16,17に両端が固定されたガイドワイヤ22は鉛直方向に沿って配設されることとなる。なお、第1ブラケット16,17と上側フランジ13又は下側フランジ14とは、溶接によって接合されてもよいし、鍛造等によって一体的に形成されてもよい。また、ガイドワイヤ22と第1ブラケット16,17との接続は、例えばガイドワイヤ22の端部に雄ネジを形成して、第1ブラケット16,17に設けた貫通穴にガイドワイヤ22の端部を通してナットで締付固定してもよい。
The guide wire 22 extends into the space in the tower along the vertical direction, and is mainly used for the purpose of maintaining a substantially vertical arrangement of the short tubes 24. In this embodiment, since the guide wire 22 does not mainly support the gravity load of the interior product and the plurality of short tubes 24, the guide wire 22 is hardly subjected to a large load, and thus the strength is so large. An inexpensive guide wire 22 can also be used. For example, a wire rope obtained by twisting metal wires such as steel wires is used as the guide wire 22. Note that a material other than metal (for example, a resin wire rope) may be used for the guide wire 22, or a wire that is not twisted may be used.
In one embodiment, both ends of the guide wire 22 are fixed to a pair of first brackets 16 and 17 provided on the upper flange 13 and the lower flange 14 of each cylindrical member 11. The first brackets 16 and 17 are provided so that the positions of the upper flange 13 and the lower flange 14 in the circumferential direction substantially coincide with each other. Therefore, the guide wire 22 having both ends fixed to the pair of first brackets 16 and 17 is disposed along the vertical direction. In addition, the 1st brackets 16 and 17 and the upper side flange 13 or the lower side flange 14 may be joined by welding, and may be integrally formed by forging etc. The guide wire 22 and the first brackets 16 and 17 are connected to each other by, for example, forming a male screw at the end of the guide wire 22 and inserting the end of the guide wire 22 into a through hole provided in the first bracket 16 and 17. It may be fixed by tightening with a nut.
 短管24は、ガイドワイヤ22が挿通される貫通穴26(図5参照)を有する。貫通穴26にガイドワイヤ22が挿通された複数の短管24は鉛直方向に沿って連なるように複数積み重ねられる。複数の短管24のうち最下方の短管24は、支持部である第1ブラケット17に支持される。このとき、複数の短管24の略鉛直方向配列は、隣接する2つの短管24の当接面における摩擦力に加えて、短管24の貫通穴26を通るガイドワイヤ22に適切な張力を与えることにより維持されるので、水平方向に作用する荷重が存在する場合であっても安定して内装品を支持できる。また、ガイドワイヤ22の両端が固定される一対の第1ブラケット16,17を上側フランジ13及び下側フランジ14にそれぞれ設けることによって、タワー10側のワイヤ取り付け部をガイドワイヤ22の張力に十分に耐え得る構造とすることができる。 The short tube 24 has a through hole 26 (see FIG. 5) through which the guide wire 22 is inserted. A plurality of short tubes 24 in which the guide wires 22 are inserted into the through holes 26 are stacked so as to be continuous in the vertical direction. The lowermost short tube 24 among the plurality of short tubes 24 is supported by the first bracket 17 which is a support portion. At this time, in the substantially vertical arrangement of the plurality of short tubes 24, an appropriate tension is applied to the guide wire 22 passing through the through hole 26 of the short tube 24 in addition to the frictional force on the contact surfaces of the two adjacent short tubes 24. Since it maintains by giving, even if it is a case where the load which acts on a horizontal direction exists, an interior goods can be supported stably. Further, by providing a pair of first brackets 16 and 17 to which the both ends of the guide wire 22 are fixed to the upper flange 13 and the lower flange 14, respectively, the wire mounting portion on the tower 10 side is sufficiently sufficient for the tension of the guide wire 22. The structure can withstand.
 また、複数の短管24のうち所定の短管24に、少なくとも一つの内装品が直接又は間接的に取り付けられる。このような構成により、ガイドワイヤ22が挿通された複数の短管24によって、少なくとも一つの内装品による重力荷重が第1ブラケット17に伝わるようになっている。勿論、複数の短管24の重力荷重も第1ブラケット17によって支持される。このように、内装品は、鉛直方向に沿って連なる複数の短管24に取り付けられるので、重量の大きい内装品であっても安定して支持できる。また、各短管24は、十分に短い部材とすれば内装品を取付けたことによる曲げモーメントが作用しにくい構造とすることができ、上方に位置する短管24の重力荷重や内装品の重力荷重等による圧縮荷重が作用しても変形しにくい構造とすることができる。さらに、円筒部材11の下側フランジ14は、通常、高強度に作られているので、この下側フランジ14に短管24の支持部を設けることにより、複数の短管24及び短管24に支持される内装品の重力荷重を下側フランジ14によって確実に受けることができる。 Further, at least one interior product is directly or indirectly attached to a predetermined short tube 24 among the plurality of short tubes 24. With such a configuration, a plurality of short tubes 24 through which the guide wires 22 are inserted allow a gravity load due to at least one interior product to be transmitted to the first bracket 17. Of course, the gravity load of the plurality of short tubes 24 is also supported by the first bracket 17. As described above, since the interior product is attached to the plurality of short pipes 24 that extend in the vertical direction, even a heavy interior product can be stably supported. Further, if each short tube 24 is made of a sufficiently short member, it can have a structure in which a bending moment due to the attachment of the interior product is difficult to act, and the gravity load of the short tube 24 positioned above and the gravity of the interior product A structure that is not easily deformed even when a compressive load such as a load is applied can be provided. Furthermore, since the lower flange 14 of the cylindrical member 11 is usually made with high strength, by providing a support portion for the short pipe 24 on the lower flange 14, a plurality of short pipes 24 and short pipes 24 are provided. The lower flange 14 can reliably receive the gravity load of the supported interior product.
 図5は荷重支持部材の構成例を示す斜視図である。図6(A)は短管への第2ブラケットの取り付け状態を示す側断面図で、(B)は(A)のC-C線断面図である。
 一実施形態では、図5に示すように、短管24は、筒部25と、筒部25の軸心に沿って形成された貫通穴26と、筒部25の上端部及び下端部にそれぞれ設けられたつば部27,28とを含んでいる。複数の短管24は、上下に隣接する2つの短管24の下側つば部28と上側つば部27とが当接するようにして鉛直方向に沿って配列されるとともに、複数の短管24の貫通穴26にガイドワイヤ22が挿通される。このような構成とすることにより、ガイドワイヤ22が挿通された複数の短管24が途中で径方向にずれたことにより局部変形するのを防止できる。さらに、短管24同士の接触面積がつば部27,28によって増加するため、短管24の位置が径方向に多少ずれても荷重を適切に伝達できる。
FIG. 5 is a perspective view showing a configuration example of the load support member. FIG. 6A is a side cross-sectional view showing a state where the second bracket is attached to the short pipe, and FIG. 6B is a cross-sectional view taken along the line CC in FIG.
In one embodiment, as shown in FIG. 5, the short pipe 24 is formed in a cylindrical portion 25, a through hole 26 formed along the axial center of the cylindrical portion 25, and an upper end portion and a lower end portion of the cylindrical portion 25, respectively. And provided flange portions 27 and 28. The plurality of short tubes 24 are arranged along the vertical direction so that the lower collar portion 28 and the upper collar portion 27 of two short tubes 24 adjacent to each other in the vertical direction are in contact with each other. The guide wire 22 is inserted into the through hole 26. By adopting such a configuration, it is possible to prevent local deformation of the plurality of short tubes 24 through which the guide wires 22 are inserted due to a shift in the radial direction. Furthermore, since the contact area between the short tubes 24 is increased by the collar portions 27 and 28, the load can be appropriately transmitted even if the position of the short tube 24 is slightly shifted in the radial direction.
 図6(A),(B)に示すように、荷重伝達構造20は、少なくとも一つの内装品を複数の短管24の少なくとも一つに支持するための第2ブラケット30をさらに有していてもよい。一実施形態では、第2ブラケット30は、第1板材31と、第2板材32と、第1板材31及び第2板材32を締結するボルト33とを含んでいる。第1板材31は、短管24の外周面に沿って屈曲した挟持部31aと、挟持部31aの両側に設けられた平板部31bと、平板部31bに形成されたボルト穴31cとから構成される。第2板材32も同様の構成を有する。そして、第1板材31の挟持部31aと第2板材32の挟持部32aとの間に短管24が挟み込まれるようにして各平板部31b,32b同士を当接させ、ボルト33によって第1板材31及び第2板材32を締結する。こうして、短管24に第2ブラケット30が取り付けられる。この第2ブラケット30は、短管24の下端部のつば28によって下方から支持されるようになっている。これにより、内装品が取り付けられた第2ブラケット30は短管24のつば28によって下方から支持されるので、第2ブラケット30がつば28より下方に滑り落ちることがない。よって内装品を取り付ける短管24を適切に選択すれば内装品を所望の位置に確実に固定できる。また、つば28を介して内装品の荷重を鉛直方向下方へ円滑に伝達することができる。なお、第1板材31の平板部31b及び第2板材32の平板部32bのどちらか一方を長尺に形成し、その長尺の部位に後述する連結部材40を取り付けるようにしてもよい。 As shown in FIGS. 6A and 6B, the load transmission structure 20 further includes a second bracket 30 for supporting at least one interior product on at least one of the plurality of short tubes 24. Also good. In one embodiment, the second bracket 30 includes a first plate member 31, a second plate member 32, and a bolt 33 that fastens the first plate member 31 and the second plate member 32. The first plate member 31 includes a sandwiching portion 31a bent along the outer peripheral surface of the short tube 24, a flat plate portion 31b provided on both sides of the sandwiching portion 31a, and a bolt hole 31c formed in the flat plate portion 31b. The The 2nd board | plate material 32 also has the same structure. Then, the flat plate portions 31 b and 32 b are brought into contact with each other so that the short tube 24 is sandwiched between the sandwiching portion 31 a of the first plate member 31 and the sandwiching portion 32 a of the second plate member 32, and the first plate member is secured by the bolt 33. 31 and the 2nd board | plate material 32 are fastened. Thus, the second bracket 30 is attached to the short tube 24. The second bracket 30 is supported from below by a flange 28 at the lower end of the short tube 24. Thereby, since the 2nd bracket 30 to which the interior goods were attached is supported from the downward direction by the collar 28 of the short tube 24, the 2nd bracket 30 does not slide down below the collar 28. Therefore, if the short pipe 24 to which the interior product is attached is appropriately selected, the interior product can be reliably fixed at a desired position. Further, the load of the interior product can be smoothly transmitted through the collar 28 downward in the vertical direction. Note that one of the flat plate portion 31b of the first plate member 31 and the flat plate portion 32b of the second plate member 32 may be formed in a long shape, and a connecting member 40 described later may be attached to the long portion.
 図7(A)は連結部材とその周辺構造を示す平面図で、(B)は(A)のD-D線矢視図である。
 一実施形態において、図4(A),(B)及び図7(A),(B)に示すように、円筒部材11に複数のガイドワイヤ22が設けられる場合、荷重伝達構造20は、異なるガイドワイヤ22が挿通された、同一水平面内の複数の短管24を互いに連結する連結部材40をさらに有していてもよい。
 例えば、連結部材40(40a,40b)は、H形鋼やL形鋼、溝形鋼などの形鋼や鋼板を溶接して組立てた部材であり、鉛直平面に沿って配置されて短管24に両端が接続される鉛直板部41と、鉛直板部41から水平方向に張り出した水平板部42とを含む。鉛直板部41の一端側が第2ブラケット30にボルト45で締結されることによって、第2ブラケット30を介して連結部材40に短管24が接続される。連結部材40にはボルト取合いまたは溶接等によりフロア板74等の内装品を取り付けることができる。このような構成とすることにより、短管24に対して内装品の取付けも容易となる。
FIG. 7A is a plan view showing the connecting member and its peripheral structure, and FIG. 7B is a view taken along line DD in FIG.
In one embodiment, as shown in FIGS. 4 (A), (B) and FIGS. 7 (A), (B), when a plurality of guide wires 22 are provided on the cylindrical member 11, the load transmission structure 20 is different. You may further have the connection member 40 which mutually connects the some short tube 24 in the same horizontal surface by which the guide wire 22 was penetrated.
For example, the connecting member 40 (40a, 40b) is a member assembled by welding a shape steel or steel plate such as an H-shaped steel, an L-shaped steel, or a grooved steel, and is arranged along a vertical plane and is connected to the short tube 24. A vertical plate portion 41 whose both ends are connected to each other, and a horizontal plate portion 42 protruding from the vertical plate portion 41 in the horizontal direction. The short pipe 24 is connected to the connecting member 40 via the second bracket 30 by fastening one end of the vertical plate portion 41 to the second bracket 30 with a bolt 45. Interior members such as a floor plate 74 can be attached to the connecting member 40 by bolting or welding. With such a configuration, it is easy to attach the interior product to the short pipe 24.
 また、一実施形態では、図4(B)及び図7(A),(B)に示すように、荷重伝達構造20は、短管24の水平面内における変位を阻止する変位阻止部50(50a~50c)をさらに有していてもよい。その場合、変位阻止部50は、短管24を直接又は間接的に円筒部材11の径方向内方に突っ張るように構成されてもよい。
 変位阻止部50を含む荷重伝達構造20の具体的な構成例を以下に説明する。
 円筒部材11には、平面内における略二等辺三角形の各頂点に位置する第1ワイヤ22a、第2ワイヤ22b及び第3ワイヤ22cが設けられている。なお、略二等辺三角形の2本の等辺が共有する頂点に、第1ワイヤ22aが位置する。第1ワイヤ22aが挿通された第1短管24aと第2ワイヤ22bが挿通された第2短管24bとは、第1連結部材40aによって連結される。この第1連結部材40aには、水平方向に張り出した一対の摺動部47が設けられている。各摺動部47には、それぞれ、第1連結部材40aの延在方向に沿ったスリット48が形成されている。また、スリット48に一端部が係合し、他端部が、第3ワイヤ22cが挿通された第3短管24cに回動自在に取り付けられた第2連結部材40bが一対設けられている。なお、第1連結部材40a及び第2連結部材40bは同一水平面内に延在する。
In one embodiment, as shown in Drawing 4 (B) and Drawing 7 (A), (B), load transmission structure 20 is a displacement prevention part 50 (50a) which prevents displacement in the level surface of short tube 24. To 50c). In that case, the displacement prevention unit 50 may be configured to stretch the short tube 24 directly or indirectly inward in the radial direction of the cylindrical member 11.
A specific configuration example of the load transmission structure 20 including the displacement prevention unit 50 will be described below.
The cylindrical member 11 is provided with a first wire 22a, a second wire 22b, and a third wire 22c positioned at the vertices of a substantially isosceles triangle in a plane. In addition, the 1st wire 22a is located in the vertex which two equal sides of a substantially isosceles triangle share. The first short tube 24a through which the first wire 22a is inserted and the second short tube 24b through which the second wire 22b is inserted are connected by the first connecting member 40a. The first connecting member 40a is provided with a pair of sliding portions 47 projecting in the horizontal direction. Each sliding portion 47 is formed with a slit 48 along the extending direction of the first connecting member 40a. A pair of second connecting members 40b are provided, one end of which engages with the slit 48 and the other end of which is rotatably attached to a third short tube 24c through which the third wire 22c is inserted. In addition, the 1st connection member 40a and the 2nd connection member 40b are extended in the same horizontal surface.
 各短管24(24a~24c)は、変位阻止部50(50a~50c)を介して間接的に円筒部材11の内周面に押し付けられるようになっている。
 短管24には、第2ブラケット30を介して連結部材40が取り付けられている。第2ブラケット30は、上述したように第1板材31及び第2板材32を有する。第1板材31側に変位阻止部50が取り付けられる場合、第1板材31は、挟持部31aと平板部31bに加えて、挟持部31aから水平方向に延出する変位阻止部50との接続部31dを含む。一方、変位阻止部50は、円筒部材11の内周面に当接する当接部51と、当接部から円筒部材11の径方向内方に延びるアーム部52とを含む。そして、第2ブラケット30の接続部31dと変位阻止部50のアーム部52の端部とがボルト55を回動軸として回動自在に接続される。これにより、短管24に対して変位阻止部50の当接部51が回動自在となり、短管24の位置が変化した場合であっても、変位阻止部50の当接部51は円筒部材11の内周面に対して略平行に当接する。したがって、例えば後述する回動力付与部60によって、短管24に対して径方向外方に向かう押圧力が付与されたとき、短管24に接続された変位阻止部50を円筒部材11の内周面に面接触させることができ、内装品の水平面内における変位を確実に阻止できる。なお、変位阻止部50は、磁石を含んでいてもよく、その場合、変位阻止部50の磁力によって短管24を円筒部材11に固定することができる。
Each short tube 24 (24a to 24c) is pressed against the inner peripheral surface of the cylindrical member 11 indirectly via the displacement preventing portion 50 (50a to 50c).
A connecting member 40 is attached to the short pipe 24 via the second bracket 30. As described above, the second bracket 30 includes the first plate material 31 and the second plate material 32. When the displacement prevention part 50 is attached to the 1st board | plate material 31 side, in addition to the clamping part 31a and the flat plate part 31b, the 1st board | plate material 31 is a connection part with the displacement prevention part 50 extended from the clamping part 31a to a horizontal direction. 31d is included. On the other hand, the displacement prevention unit 50 includes a contact portion 51 that contacts the inner peripheral surface of the cylindrical member 11 and an arm portion 52 that extends inward in the radial direction of the cylindrical member 11 from the contact portion. And the connection part 31d of the 2nd bracket 30 and the edge part of the arm part 52 of the displacement prevention part 50 are connected rotatably by making the volt | bolt 55 into a rotating shaft. Thereby, the contact part 51 of the displacement prevention part 50 becomes rotatable with respect to the short tube 24, and even if the position of the short tube 24 changes, the contact part 51 of the displacement prevention part 50 is a cylindrical member. 11 abuts substantially parallel to the inner peripheral surface. Therefore, for example, when a pressing force directed radially outward is applied to the short tube 24 by a rotating force applying unit 60 described later, the displacement prevention unit 50 connected to the short tube 24 is connected to the inner periphery of the cylindrical member 11. The surface can be brought into surface contact, and the displacement of the interior product in the horizontal plane can be reliably prevented. In addition, the displacement prevention part 50 may contain the magnet, In that case, the short tube 24 can be fixed to the cylindrical member 11 by the magnetic force of the displacement prevention part 50.
 さらに、第2連結部材40bには回動力付与部60が取り付けられていてもよい。回動力付与部60は、第3短管24cを回動軸として第2連結部材40bを回動せしめるための回動力を第2連結部材40bに付与する。例えば、回動力付与部60としてリギンスクリューやターンバックル等の伸縮可能な部材が用いられる。
 回動力付与部60によって第2連結部材40bを回動させて第3短管24cと第1連結部材40aとの距離を大きくすれば、第1連結部材40aの両端に取り付けられた第1短管24a及び第2短管24bは円筒部材11の内周面に押し付けられ、且つ、第2連結部材40bの他端部に取り付けられた第3短管24cも同様に円筒部材11の内周面に押し付けられる。このような径方向外方に向かう押圧力に抗して、変位阻止部50が、第1~第3短管24a~24cを径方向内方に突っ張ることで、第1~第3短管24a~24cの水平面内における変位を効果的に阻止できる。また、同一水平面内の複数の短管24a~24cを互いに連結する連結部材40a,40bを設けて、複数の短管24a~24e及び連結部材40a,40bの集合体を変位阻止部50により円筒部材11の径方向内方に突っ張るように構成することで、変位阻止部50の設置数を削減できる。
Furthermore, the rotational force imparting part 60 may be attached to the second connecting member 40b. The turning force applying unit 60 applies turning force for rotating the second connecting member 40b about the third short tube 24c to the second connecting member 40b. For example, a retractable member such as a rigging screw or a turnbuckle is used as the rotational force applying unit 60.
If the distance between the 3rd short tube 24c and the 1st connection member 40a is enlarged by rotating the 2nd connection member 40b by the rotational force provision part 60, the 1st short tube attached to the both ends of the 1st connection member 40a will be explained. 24 a and the second short tube 24 b are pressed against the inner peripheral surface of the cylindrical member 11, and the third short tube 24 c attached to the other end of the second connecting member 40 b is similarly applied to the inner peripheral surface of the cylindrical member 11. Pressed. The displacement prevention unit 50 pushes the first to third short tubes 24a to 24c radially inward against the pressing force directed outward in the radial direction, so that the first to third short tubes 24a are supported. The displacement in the horizontal plane of ˜24c can be effectively prevented. Further, connecting members 40a and 40b for connecting a plurality of short pipes 24a to 24c in the same horizontal plane are provided, and the assembly of the plurality of short pipes 24a to 24e and the connecting members 40a and 40b is formed into a cylindrical member by a displacement preventing portion 50. 11 is configured to stretch inward in the radial direction, so that the number of the displacement prevention units 50 can be reduced.
 以上説明したように、上述の実施形態によれば、タワー内空間に設けられた短管24に内装品を取り付けるようにしたので、タワーシェルに内装品を直接溶接することなくタワー10側に内装品を支持させることができる。これにより、内装品の取り付けによるタワー10の疲労強度カテゴリーの低下を防止でき、よってタワー10の重量軽減も図れる。また、タワー内空間に鉛直方向に沿って連なるように複数の荷重伝達部材を配置しているので、内装品を取り付ける荷重伝達部材を適宜選択すればタワー内空間の所望の位置に内装品を固定することができる。
 また、内装品は、鉛直方向に沿って連なる複数の短管24に取り付けられるので、重量の大きい内装品であっても安定して支持できる。このとき、複数の短管24の略鉛直方向配列は、短管24間の当接面における摩擦力に加えて、短管24の貫通穴26を通るガイドワイヤ22によって維持されるので、ガイドワイヤ22に適切な張力を与えることにより水平方向に作用する荷重が存在する場合であっても複数の荷重伝達部材がずれることなく安定して内装品を支持できる。さらに、各短管24は、適切な長さにすることにより曲げモーメントが発生しにくい構造とすることができ、短管自体をコンパクト化することができる。
As described above, according to the above-described embodiment, the interior product is attached to the short pipe 24 provided in the space in the tower, so that the interior product is installed on the tower 10 side without directly welding the interior product to the tower shell. The product can be supported. Thereby, the fall of the fatigue strength category of the tower 10 by attachment of interior goods can be prevented, Therefore Weight reduction of the tower 10 can also be aimed at. In addition, since a plurality of load transmission members are arranged so as to continue in the vertical direction in the tower interior space, the interior items can be fixed at a desired position in the tower space if an appropriate load transmission member is attached. can do.
In addition, since the interior product is attached to the plurality of short pipes 24 that are continuous in the vertical direction, even a heavy interior product can be stably supported. At this time, the substantially vertical arrangement of the plurality of short tubes 24 is maintained by the guide wire 22 that passes through the through hole 26 of the short tube 24 in addition to the frictional force on the contact surface between the short tubes 24. Even if there is a load acting in the horizontal direction by applying an appropriate tension to 22, a plurality of load transmission members can be stably supported without shifting. Furthermore, each short pipe 24 can be made into a structure in which a bending moment is unlikely to occur by making it an appropriate length, and the short pipe itself can be made compact.
 なお、内装品は、第2ブラケット30に直接又は間接的に支持される。
 内装品が第2ブラケット30に直接支持される場合、例えば、短管24から内装品まで伸びる第2ブラケット30を用いて、第2ブラケット30の一方の平板部31b(又は32b)を内装品にボルト締結又はフック係合させる。なお、内装品と第2ブラケット30との固定手段については特に限定されない。
 内装品が第2ブラケット30に間接的に支持される場合、例えば、第2ブラケット30に取り付けられた連結部材40等の他の部材を介して内装品が支持される。
The interior product is supported directly or indirectly by the second bracket 30.
When the interior product is directly supported by the second bracket 30, for example, one flat plate portion 31b (or 32b) of the second bracket 30 is used as the interior product by using the second bracket 30 extending from the short tube 24 to the interior product. Bolt fastening or hook engagement. The means for fixing the interior product and the second bracket 30 is not particularly limited.
When the interior product is indirectly supported by the second bracket 30, for example, the interior product is supported via another member such as the connecting member 40 attached to the second bracket 30.
 例えば、図2及び図4(A),(B)に示すように、円筒部材11内に略鉛直方向に配設されるはしご70は、略鉛直方向の複数位置において連結部材40を介して短管24に取り付けられる。また、昇降装置72は、乗りかごが昇降するためのガイドが連結部材40に取付けられ、昇降装置側のフックを連結部材40に取付けられたガイドと係合させることによって、昇降装置72が短管24に取り付けられる。この場合もはしご70と同様に、略鉛直方向の複数位置において、連結部材40を介してガイドが短管24に取り付けられる。さらに、フロア板74は、同一水平面内に延在する複数の連結部材40によって区切られた区画毎にフロア板74が設けられる。各フロア板74は、近接する連結部材40に対して水平面内における複数位置で接続される。これにより、フロア板74は連結部材40を介して短管24に取り付けられる。 For example, as shown in FIG. 2 and FIGS. 4A and 4B, a ladder 70 disposed in a substantially vertical direction within the cylindrical member 11 is short via a connecting member 40 at a plurality of substantially vertical positions. Attached to tube 24. Further, the lifting device 72 is provided with a guide for raising and lowering the car to the connecting member 40, and by engaging the hook on the lifting device side with the guide attached to the connecting member 40, the lifting device 72 has a short pipe. 24. Also in this case, as with the ladder 70, the guide is attached to the short tube 24 via the connecting member 40 at a plurality of substantially vertical positions. Further, the floor plate 74 is provided for each section partitioned by a plurality of connecting members 40 extending in the same horizontal plane. Each floor board 74 is connected to the adjacent connecting member 40 at a plurality of positions in the horizontal plane. Thereby, the floor board 74 is attached to the short pipe 24 via the connecting member 40.
 他の実施形態では、図8(A),(B)に示すように、円筒部材11内の最上階フロア板74aを支持する連結部材40と第1ブラケット16との間に、突っ張り管(strut pipe)29を介装してもよい。一実施形態において、突っ張り管29は、短管24より長尺な鋼管(長管)であってもよい。なお、図8(A)は突っ張り管の取り付け状態を示す側面図で、(B)は他の突っ張り管の取り付け状態を示す正面図である。突っ張り管29は、第1ブラケット16と最上階フロア板74aを支持する連結部材40との間の距離に対応する長さを有する。突っ張り管29の下端は、ボルト36によって最上階フロア板74aを支持する連結部材40に固定される。突っ張り管29の上端は、図8(A)に示すように第1ブラケット16の下面に当接させてボルト37によって固定する。また、突っ張り管29の上端は、図8(B)に示すように円筒部材11の上側フランジ13にボルト39によって直接取り付けてもよい。このような構成とすることにより、ガイドワイヤ22に不具合が生じた場合であっても、突っ張り管29によって最上階フロア板74aを支持することができ、また、突っ張り管29に不具合が生じた場合であっても、突っ張り管29を短管24が支持するので荷重伝達構造20の信頼性をより一層高めることができる。 In another embodiment, as shown in FIGS. 8A and 8B, a strut tube (strut) is provided between the first bracket 16 and the connecting member 40 that supports the uppermost floor plate 74 a in the cylindrical member 11. pipe) 29 may be interposed. In one embodiment, the tension tube 29 may be a steel tube (long tube) longer than the short tube 24. FIG. 8A is a side view showing the attached state of the tension tube, and FIG. 8B is a front view showing the attached state of another tension tube. The strut tube 29 has a length corresponding to the distance between the first bracket 16 and the connecting member 40 that supports the uppermost floor plate 74a. The lower end of the tension tube 29 is fixed to the connecting member 40 that supports the uppermost floor plate 74 a by a bolt 36. The upper end of the tension tube 29 is fixed to the lower surface of the first bracket 16 by a bolt 37 as shown in FIG. Further, the upper end of the tension tube 29 may be directly attached to the upper flange 13 of the cylindrical member 11 with a bolt 39 as shown in FIG. By adopting such a configuration, even when a failure occurs in the guide wire 22, the uppermost floor plate 74 a can be supported by the tension tube 29, and when a failure occurs in the tension tube 29. Even so, since the short tube 24 supports the strut tube 29, the reliability of the load transmission structure 20 can be further enhanced.
 さらに他の実施形態では、図9に示すように、最上端の短管24と第1ブラケット16との間に突っ張り管29を介装する場合、突っ張り管29又は第1ブラケット16の一方に凸部を設け、他方に凹部を設けて、凸部と凹部を係合させることによって、突っ張り管29を第1ブラケット16に取り付ける。一例として、第1ブラケット16の凸部(ここでは第1ブラケット16の端部のことをいう)を、突っ張り管29の上部に設けた穴部29aに係合させることによって、第1ブラケット16に突っ張り管29を支持させるようにしている。これにより、突っ張り管29を容易に第1ブラケット16に取り付けることができるとともに、突っ張り管29に不具合が生じた場合であっても、突っ張り管29を短管24が支持するので荷重伝達構造20の信頼性をより一層高めることができる。 In another embodiment, as shown in FIG. 9, when the stretch tube 29 is interposed between the shortest tube 24 at the uppermost end and the first bracket 16, one of the stretch tube 29 or the first bracket 16 protrudes. The tension tube 29 is attached to the first bracket 16 by providing a portion and providing a concave portion on the other side and engaging the convex portion and the concave portion. As an example, by engaging the convex portion of the first bracket 16 (referred to here as the end portion of the first bracket 16) with a hole 29 a provided in the upper portion of the tension tube 29, The tension tube 29 is supported. As a result, the tension tube 29 can be easily attached to the first bracket 16, and even if a problem occurs in the tension tube 29, the short tube 24 supports the tension tube 29, so that the load transmission structure 20 Reliability can be further increased.
 以上、本発明の実施形態について詳細に説明したが、本発明はこれに限定されず、本発明の要旨を逸脱しない範囲において、各種の改良や変形を行ってもよいのはいうまでもない。 As mentioned above, although embodiment of this invention was described in detail, it cannot be overemphasized that this invention is not limited to this, In the range which does not deviate from the summary of this invention, various improvement and deformation | transformation may be performed.
 例えば、上述の実施形態では、荷重伝達部材としてつば付き短管24を例示したが、短管24に替えて、又は、短管24に加えて、荷重伝達部材として板状部材やブロック状部材等の他の形状の部材を用いてもよい。その場合、複数の部材を鉛直方向に沿って積み重ねることができるように、部材の上面及び下面は平坦面となっている。また、貫通穴は部材の軸心上に設けなくてもよく、例えば部材の外面に設けられた凸部に貫通穴を設けてもよい。 For example, in the above-described embodiment, the short tube 24 with a collar is exemplified as the load transmission member. However, instead of the short tube 24 or in addition to the short tube 24, a plate-like member, a block-like member or the like is used as the load transmission member. Other shapes of members may be used. In that case, the upper and lower surfaces of the members are flat so that a plurality of members can be stacked along the vertical direction. Further, the through hole may not be provided on the axis of the member. For example, the through hole may be provided in a convex portion provided on the outer surface of the member.
 1       風力発電装置
 2       ブレード
 3       ハブ
 4       ロータ
 5       ナセル
 8       基礎
 10      タワー
 11      円筒部材
 12      円筒部
 13      上側フランジ
 13a     ボルト穴
 14      下側フランジ
 14a     ボルト穴
 16,17   第1ブラケット
 20      荷重伝達構造
 22      ガイドワイヤ
 22a     第1ワイヤ
 22b     第2ワイヤ
 22c     第3ワイヤ
 24      短管
 24a     第1短管
 24b     第2短管
 24c     第3短管
 25      筒部
 26      貫通穴
 27,28   つば部
 29      突っ張り管
 30      第2ブラケット
 31      第1板材
 31a,32a 挟持部
 31b,32b 平板部             
 31c,32c,43  ボルト穴
 31d     接続部
 32      第2板材
 33,37,36,39,45  ボルト
 40      連結部材
 40a     第1連結部材
 40b     第2連結部材
 41      鉛直板部
 42      水平板部
 47      摺動部
 48      スリット
 50,50a,50b,50c   変位阻止部
 51      当接部
 52      アーム部
 55      ボルト
 60      回動力付与部
 70      はしご
 72      昇降装置
 74      フロア板
DESCRIPTION OF SYMBOLS 1 Wind power generator 2 Blade 3 Hub 4 Rotor 5 Nacelle 8 Foundation 10 Tower 11 Cylindrical member 12 Cylindrical part 13 Upper flange 13a Bolt hole 14 Lower flange 14a Bolt hole 16, 17 1st bracket 20 Load transmission structure 22 Guide wire 22a First 1 wire 22b 2nd wire 22c 3rd wire 24 short tube 24a 1st short tube 24b 2nd short tube 24c 3rd short tube 25 cylinder part 26 through- hole 27, 28 brim part 29 strut pipe 30 2nd bracket 31 1st plate material 31a, 32a clamping part 31b, 32b flat plate part
31c, 32c, 43 Bolt hole 31d Connecting portion 32 Second plate member 33, 37, 36, 39, 45 Bolt 40 Connecting member 40a First connecting member 40b Second connecting member 41 Vertical plate portion 42 Horizontal flat plate portion 47 Sliding portion 48 Slits 50, 50a, 50b, 50c Displacement prevention portion 51 Contact portion 52 Arm portion 55 Bolt 60 Power application portion 70 Ladder 72 Lifting device 74 Floor plate

Claims (14)

  1.  モノポール式の風力発電装置のタワーであって、
     円筒形状の少なくとも一つのタワーシェルと、
     前記タワーの内装品の支持荷重を前記タワーシェルへ伝達するための荷重伝達構造とを備え、
     前記荷重伝達構造は、
      鉛直方向に沿って連設された複数の鋼管からなる鋼管群と、
      前記複数の鋼管に挿通されたガイドワイヤと、
      前記鋼管群の端部に設けられた、前記鋼管群を前記タワーシェルへ支持するための支持部と、を有し、
     前記タワーの少なくとも一つの内装品は、前記鋼管に直接又は間接的に取り付けられることを特徴とする風力発電装置のタワー。
    A tower of a monopole wind power generator,
    At least one tower shell having a cylindrical shape;
    A load transmission structure for transmitting a support load of the tower interior to the tower shell;
    The load transmission structure is
    A steel pipe group consisting of a plurality of steel pipes arranged along the vertical direction;
    A guide wire inserted through the plurality of steel pipes;
    A support portion for supporting the steel pipe group to the tower shell, provided at an end of the steel pipe group;
    The tower of the wind power generator, wherein at least one interior part of the tower is directly or indirectly attached to the steel pipe.
  2.  各ガイドワイヤが挿通された前記鋼管群は、前記少なくとも一つの内装品による重力荷重を前記支持部に伝えることを特徴とする請求項1に記載の風力発電装置のタワー。 The tower of the wind power generator according to claim 1, wherein the steel pipe group into which each guide wire is inserted transmits a gravity load by the at least one interior product to the support portion.
  3.  前記少なくとも一つのタワーシェルは、互いに連結されて前記タワーを形成する複数のタワーシェルを含み、
     各タワーシェルの上端部及び下端部には、それぞれ、隣接するタワーシェルとの連結用の上側フランジ及び下側フランジが設けられており、
     各ガイドワイヤは各タワーシェルの前記上側フランジと前記下側フランジとの間に張り渡され、各ガイドワイヤの両端は、各タワーシェルの前記上側フランジ及び前記下側フランジにそれぞれ設けられた一対の第1ブラケットに固定されることを特徴とする請求項1又は2に記載の風力発電装置のタワー。
    The at least one tower shell includes a plurality of tower shells coupled together to form the tower;
    An upper flange and a lower flange for connection with adjacent tower shells are provided at the upper end and lower end of each tower shell, respectively.
    Each guide wire is stretched between the upper flange and the lower flange of each tower shell, and both ends of each guide wire are paired with the upper flange and the lower flange of each tower shell, respectively. The tower of the wind power generator according to claim 1 or 2, wherein the tower is fixed to the first bracket.
  4.  前記支持部は、前記下側フランジに設けられた第1ブラケットであることを特徴とする請求項3に記載の風力発電装置のタワー。 The tower of a wind turbine generator according to claim 3, wherein the support portion is a first bracket provided on the lower flange.
  5.  前記鋼管は、筒部と、前記筒部の両端側に設けられたつば部とを含み、
     各ガイドワイヤが挿通された前記鋼管群のうち、隣接する鋼管の前記つば部同士が当接するように構成されたことを特徴とする請求項1乃至4の何れか一項に記載の風力発電装置のタワー。
    The steel pipe includes a tube portion and flange portions provided on both ends of the tube portion,
    The wind turbine generator according to any one of claims 1 to 4, wherein the flange portions of adjacent steel pipes are in contact with each other among the steel pipe group in which each guide wire is inserted. Tower.
  6.  前記少なくとも一つの内装品を前記鋼管群の少なくとも一つに支持するための第2ブラケットをさらに備え、
     前記第2ブラケットは、前記鋼管群の少なくとも一つの下端部の前記つばによって下方から支持されることを特徴とする請求項5に記載の風力発電装置のタワー。
    A second bracket for supporting the at least one interior article on at least one of the steel pipe groups;
    The tower of a wind power generator according to claim 5, wherein the second bracket is supported from below by the flange of at least one lower end of the steel pipe group.
  7.  前記鋼管の水平面内における変位を阻止する変位阻止部をさらに備えることを特徴とする請求項1乃至6の何れか一項に記載の風力発電装置のタワー。 The tower of the wind power generator according to any one of claims 1 to 6, further comprising a displacement prevention unit that prevents displacement of the steel pipe in a horizontal plane.
  8.  前記変位阻止部は、前記鋼管を直接的又は間接的に前記タワーシェルの径方向内方に突っ張るように構成されたことを特徴とする請求項7に記載の風力発電装置のタワー。 The tower of the wind power generator according to claim 7, wherein the displacement prevention part is configured to stretch the steel pipe directly or indirectly inward in the radial direction of the tower shell.
  9.  異なる前記ガイドワイヤが挿通された、同一水平面内の前記鋼管群を互いに連結する連結部材をさらに備え、
     前記変位阻止部は、前記同一水平面内の前記鋼管群及び前記連結部材の集合体と前記タワーシェルの内周面との間に設けられ、前記集合体を前記タワーシェルの径方向内方に突っ張るように構成されたことを特徴とする請求項8に記載の風力発電装置のタワー。
    A connecting member that connects the steel pipe groups in the same horizontal plane, through which the different guide wires are inserted,
    The displacement prevention part is provided between the steel pipe group and the assembly of the connecting members in the same horizontal plane and the inner peripheral surface of the tower shell, and stretches the assembly inward in the radial direction of the tower shell. The tower of the wind power generator according to claim 8, wherein the tower is configured as described above.
  10.  前記少なくとも一本のガイドワイヤは、前記水平面内における略二等辺三角形の2本の等辺が共有する頂点に位置する第1ワイヤと、他の2つの各頂点に位置する第2ワイヤ及び第3ワイヤを含み、
     前記連結部材は、
     前記第1ワイヤが挿通された第1鋼管と前記第2ワイヤが挿通された第2鋼管との間で水平方向に延在し、前記第1鋼管及び前記第2鋼管が両端に取り付けられる第1連結部材と、
     前記第1連結部材の延在方向に沿って前記第1連結部材に設けられた一対のスリットにそれぞれの一端部が係合し、前記第3ワイヤが挿通された第3鋼管に回動自在にそれぞれの他端部が取り付けられる一対の第2連結部材とを含み、
     前記第1鋼管、前記第2鋼管及び前記第3鋼管は、それぞれ、前記変位阻止部によって前記タワーシェルの内周面に支持されていることを特徴とする請求項9に記載の風力発電装置のタワー。
    The at least one guide wire includes a first wire located at a vertex shared by two equilateral sides of a substantially isosceles triangle in the horizontal plane, and a second wire and a third wire located at each of the other two vertices. Including
    The connecting member is
    A first steel pipe that extends in a horizontal direction between a first steel pipe through which the first wire is inserted and a second steel pipe through which the second wire is inserted, and the first steel pipe and the second steel pipe are attached to both ends. A connecting member;
    One end of each of the slits provided in the first connecting member engages with a pair of slits along the extending direction of the first connecting member, and the third steel pipe into which the third wire is inserted is rotatable. A pair of second connecting members to which the other end portions are attached,
    10. The wind turbine generator according to claim 9, wherein each of the first steel pipe, the second steel pipe, and the third steel pipe is supported on an inner peripheral surface of the tower shell by the displacement preventing portion. tower.
  11.  前記第2連結部材に取り付けられ、前記第3鋼管を回動軸として前記第2連結部材を回動せしめるための回動力を前記第2連結部材に回動力を付与するための回動力付与部をさらに備えることを特徴とする請求項10に記載の風力発電装置のタワー。 A turning force imparting portion that is attached to the second connecting member and that provides turning force to the second connecting member for turning the second connecting member around the third steel pipe as a turning shaft. The tower of the wind power generator according to claim 10, further comprising:
  12.  前記連結部材は、鉛直平面に沿って配置されて前記鋼管に両端が接続される鉛直板部と、前記鉛直板部から水平方向に張り出した水平板部とを含み、
     前記少なくとも一つの内装品は、前記水平板部によって支持されることを特徴とする請求項9に記載の風力発電装置のタワー。
    The connecting member includes a vertical plate portion disposed along a vertical plane and connected at both ends to the steel pipe, and a horizontal plate portion protruding in a horizontal direction from the vertical plate portion,
    The tower of a wind turbine generator according to claim 9, wherein the at least one interior product is supported by the horizontal plate portion.
  13.  前記少なくとも一つの内装品は、前記水平板部によって支持され、前記タワーのフロアを構成するフロア板を含むことを特徴とする請求項12に記載の風力発電装置のタワー。 The tower of the wind power generator according to claim 12, wherein the at least one interior product includes a floor plate supported by the horizontal plate portion and constituting a floor of the tower.
  14.  前記荷重伝達構造は、前記鋼管群のうち最上段に位置する前記鋼管と、前記上側フランジに設けられた前記第1ブラケットとの間に介装される突っ張り管をさらに有することを特徴とする請求項3又は4に記載の風力発電装置のタワー。 The load transmission structure further includes a tension pipe interposed between the steel pipe located at the uppermost stage in the steel pipe group and the first bracket provided on the upper flange. Item 5. The tower of the wind turbine generator according to Item 3 or 4.
PCT/JP2013/053007 2013-02-08 2013-02-08 Tower for wind-power generating device WO2014122767A1 (en)

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CN104728057A (en) * 2015-04-03 2015-06-24 浙江国星实业有限公司 Ladder for wind power generation tower
JP2023528352A (en) * 2020-05-27 2023-07-04 シーメンス ガメサ リニューアブル エナジー イノヴェーション アンド テクノロジー エス.エル. Compatible Tower Platform Equipment

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US20090031668A1 (en) * 2005-09-16 2009-02-05 Gamesa Innovation And Technology, S.L. Method of Mounting Elements Inside a Wind Generator Tower
US20100122508A1 (en) * 2008-11-17 2010-05-20 Vestas Wind Systems A/S Tower, a wind turbine and a method for arranging a platform inside a tower
US20100186342A1 (en) * 2002-02-06 2010-07-29 Vestas Wind Systems A/S Wind turbine tower suspension means
US20120161443A1 (en) * 2009-02-28 2012-06-28 Ener2 Llc Wind turbine

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US20020012582A1 (en) * 1998-12-17 2002-01-31 Karsten Kirkegaard Wind mill with a suspension for cables and the like, such suspension for cables and the like and a holder for such suspension
US20100186342A1 (en) * 2002-02-06 2010-07-29 Vestas Wind Systems A/S Wind turbine tower suspension means
US20090031668A1 (en) * 2005-09-16 2009-02-05 Gamesa Innovation And Technology, S.L. Method of Mounting Elements Inside a Wind Generator Tower
US20100122508A1 (en) * 2008-11-17 2010-05-20 Vestas Wind Systems A/S Tower, a wind turbine and a method for arranging a platform inside a tower
US20120161443A1 (en) * 2009-02-28 2012-06-28 Ener2 Llc Wind turbine

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104728057A (en) * 2015-04-03 2015-06-24 浙江国星实业有限公司 Ladder for wind power generation tower
JP2023528352A (en) * 2020-05-27 2023-07-04 シーメンス ガメサ リニューアブル エナジー イノヴェーション アンド テクノロジー エス.エル. Compatible Tower Platform Equipment
JP7481502B2 (en) 2020-05-27 2024-05-10 シーメンス ガメサ リニューアブル エナジー イノヴェーション アンド テクノロジー エス.エル. Compatible Tower Platform Equipment

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