US20170152833A1 - Modular Systems and Methods for Transporting Tower Assembly of Wind Turbine - Google Patents
Modular Systems and Methods for Transporting Tower Assembly of Wind Turbine Download PDFInfo
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- US20170152833A1 US20170152833A1 US15/057,765 US201615057765A US2017152833A1 US 20170152833 A1 US20170152833 A1 US 20170152833A1 US 201615057765 A US201615057765 A US 201615057765A US 2017152833 A1 US2017152833 A1 US 2017152833A1
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- cradle
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Images
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D80/00—Details, components or accessories not provided for in groups F03D1/00 - F03D17/00
-
- F03D1/005—
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61D—BODY DETAILS OR KINDS OF RAILWAY VEHICLES
- B61D3/00—Wagons or vans
- B61D3/08—Flat wagons including posts or standards
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61D—BODY DETAILS OR KINDS OF RAILWAY VEHICLES
- B61D3/00—Wagons or vans
- B61D3/16—Wagons or vans adapted for carrying special loads
- B61D3/166—Wagons or vans adapted for carrying special loads for carrying very heavy loads
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61D—BODY DETAILS OR KINDS OF RAILWAY VEHICLES
- B61D45/00—Means or devices for securing or supporting the cargo, including protection against shocks
- B61D45/001—Devices for fixing to walls or floors
- B61D45/003—Fixing of logs, beams, barrels, pipes, or the like
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G67/00—Loading or unloading vehicles
- B65G67/02—Loading or unloading land vehicles
- B65G67/04—Loading land vehicles
- B65G67/12—Loading elongated articles, e.g. rails, logs
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/40—Arrangements or methods specially adapted for transporting wind motor components
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
- F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
- F05B2240/00—Components
- F05B2240/90—Mounting on supporting structures or systems
- F05B2240/91—Mounting on supporting structures or systems on a stationary structure
- F05B2240/912—Mounting on supporting structures or systems on a stationary structure on a tower
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Definitions
- the subject matter of the present disclosure relates to systems and methods for transporting cylindrical tower sections, such used for commercial wind turbines, using one or more railcars or other transport devices.
- Wind turbines such as Horizontal Axis Wind Turbines, for generating electrical power have towers that support a nacelle at its top end.
- a rotor extends from the nacelle and has turbine blades.
- prevailing winds cause the turbine blades to rotate the rotor, which is coupled to a generator within the nacelle to produce electricity.
- the nacelle can turn about the vertical axis of the tower.
- the tower can be any acceptable height. However, the power generation capacity of a wind turbine is directly related to how long the turbine blades are. The length of the turbine blades in turn dictates the required height of the tower. In some large-scale installations, the blades can be about 45-meters long, and the tower can be as much as 90-meters high. Generally, the tower tapers from its base to its top end, which still provides the required strength but with reduced material and fabrication costs. Due to their overall height, the tower is manufactured and transported in a number of tower sections that assemble together at the installation site.
- the different components of the wind turbine are separately manufactured, sometimes at different locations, and are then transported in pieces to the desired site where they are assembled. Because the components are manufactured in many different places, a number of various forms of transportation must be used, including ships, barges, trains, and trucks.
- Each mode of transport presents challenges to transporting the tower sections.
- the profile for railroad transport can be tightly limited because the trains must traverse curved sections and complex rail yards.
- Mounting fixtures are used to fix the tower sections to railcars during transport.
- FIG. 1 A particular example of mounting fixtures for fixing tower sections is disclosed in U.S. Pat. No. 8,529,174. Reproduced here in FIG. 1 , a train 2 is shown for transporting a three-section tower assembly via rail 1 according to the prior art.
- the train 2 has three railroad flatcars 4 , 6 , and 8 traversing the rail 1
- the tower assembly has three tower sections, which include a base tower section 12 , a middle tower section 14 , and a top tower section 10 —each tapering from the base to the top.
- the base tower section 12 is loaded onto a center flatcar 6 and is disposed toward one end of the flatcar 6 , clearing an open area at the opposite end of the flatcar 6 .
- the middle tower section 14 is loaded onto another flatcar 8 and has a length that takes up most of the length of the flatcar 8 .
- the top tower section 10 is loaded onto yet another flatcar 4 .
- the length of the top tower section 10 is longer than the length of the flatcar 4 so that one end of the section 10 extends over the next coupled flatcar 6 .
- the flatcar 8 is a conventional 90-foot flatcar with a pair of conventional bolsters 48 , 50 , and a load deck 11 .
- the tower section 14 has a length approximately as long as the flatcar's deck 11 .
- the middle tower section 14 includes an internal flange 30 on its larger circumference end for engaging the base tower section ( 12 ) when the tower is finally assembled.
- the flange 30 is also used as an attachment point for a stop 34 disposed between the deck 11 of the flatcar 8 and the tower section 14 during transit.
- the stop 34 retains the tower section 14 against longitudinal movement with respect to the flatcar 8 . To a lesser extent, the stop 34 also retains the tower section 14 against lateral movement.
- the primary lateral support is by saddles assemblies 38 , 42 .
- the weight of the tower section 14 is supported by a first saddle assembly 38 located over the bolster 48 , and a second saddle assembly 42 located over the other bolster 50 .
- the second saddle assembly 42 also includes a spacer assembly 44 .
- FIG. 2B The sectional view of FIG. 2B is taken at the location of the flange 30 on the end of tower section 14 .
- Plural connecting bolts join the flange 30 to the stop 34 , which has previously been fixed to the deck 11 , such as by welding or other suitable means.
- the stop 34 is comprised of an attachment plate bolted to the flange 30 , and of plural gusset plates welded to the attachment plate and the deck 11 of the flatcar 8 .
- the sectional view of FIG. 2C is taken at the position of the bolster 48 of the flatcar 8 where the saddle assembly 38 is situated.
- the saddle assembly 38 is fixed to the deck 11 of the flatcar 14 .
- the upper surface of the saddle assembly 38 is a saddle that conforms to the shape of the tower section 14 at a location along the elongated portion of the tower section at which the saddles assembly 38 engages. Because the tower 14 is circular in cross section, the saddle assembly 38 is an arcuate circular section, conforming to the exterior shape of the tower section 14 .
- a resilient saddle liner 40 is disposed between saddle assembly 38 and the surface of the tower section 14 to protect the surface finish of the tower section 14 and to accommodate small variances between the two surface shapes.
- FIG. 2D The sectional view of FIG. 2D is taken at the location of the other bolster 50 , which is also the location of the other saddle assembly 42 .
- This saddle assembly 42 is substantially the same as saddle assembly 38 .
- a spacer assembly 44 is positioned on top of saddle assembly 42 and adapts the conformal shape of the saddle assembly 42 to the exterior shape of the tower section 14 at the location of support of saddle assembly 42 . Because the tower section 14 has a smaller diameter at the location of saddle assembly 42 , the spacer assembly 44 presents a correspondingly smaller diameter spacer saddle profile.
- a resilient liner 46 is disposed between the spacer assembly saddle 44 and the tower 14 .
- the saddle assembly 42 is fixed to the deck 11 of the flatcar 8 using pins disposed between fixed deck brackets and gussets on the saddle assembly.
- a modular system is used for transporting a plurality of cylindrical items, such as sections of a tower assembly for a wind turbine.
- the system includes a plurality of transport devices and a plurality of support members.
- the transport devices each have a bed with a plurality of support locations thereon.
- Each of the transport devices accommodates one of the tower sections thereon.
- the support members are each positionable at one of the support locations to support the cylindrical items (e.g., tower sections) on the beds of the transport devices.
- Each of the support members have a cradle surface against which the tower section is rests.
- the cradle surfaces are adjustable on the support member between a plurality of circumferential dimensions.
- At least one of the support members on each of the transport devices is a foot having a flange affixable to an end of the tower section supported on the bed of the transport device.
- the transport device can be a railroad car, such as a flatcar with a bed.
- the bed can have at least two support locations, such as towards the ends of the bed. Preferably, more than two support locations are provided, especially in intermediate locations on the bed, so the flatcar can accommodate any of the various tower sections.
- Each support location can be the same as the others so that the system maintains its modularity.
- the support locations include a number of inner tabs or clips in the bed of the flatcar.
- the support locations can also include outer tabs or clips affixed to the bed of the flatcar.
- the outer tabs are used for affixing the feet in place.
- the inner tabs are used for holding the support members laterally and longitudinally on the bed of the flatcar.
- the weight of the cylindrical tower sections may be all that is need to hold the support members against the surface of the flatcar's bed.
- the modular system is a fixture and securement system that can be readily adjustable to fit a range of configurations. No welding is required for the adjustment from one tower section to another.
- the system reduces overall costs by reducing the number of railcars need for transport and eliminating dwell time of the railcars when being prepared, loaded, and unloaded.
- a method of the present disclosure can involve: adjusting a circumferential dimension of a cradle on each support against which a tower section rests; adjusting a height of a base supporting a hinge, the cradle surface, and a saddle above a bed of the transport device; changing a position of a saddle on the base; engaging a plurality of tabs and slots on the base and the saddle with one another to hold the saddle in position on the base; positioning one or more spacers between an edge of the base and the saddle to hold the saddle in position on the base; and selecting from a plurality of the spacers of different lengths for adjusting the position of the saddle on the base.
- FIG. 1 illustrates an example of a train carrying three tower sections according to the prior art.
- FIG. 2A illustrates a side view of one of the tower sections in FIG. 1 loaded on a railcar according to the prior art.
- FIGS. 2B-2D illustrate sectional views of the tower section loaded on the railcar in FIG. 2A .
- FIG. 3 illustrates an example of a modular assembly according to the present disclosure transporting sections of a tower assembly.
- FIGS. 4A-4C illustrate plan, side, and detailed views of a flatcar of the modular assembly.
- FIG. 4D illustrates an isolated view of an inner clip for the flatcar of the modular assembly.
- FIG. 4E illustrates an isolated view of an outer clip for the flatcar of the modular assembly.
- FIG. 5 illustrates a flatcar being fitted with a cradle and a foot of the disclosed modular assembly.
- FIGS. 6A-6D illustrate perspective, plan, side, and end views of a cradle of the disclosed modular assembly.
- FIG. 7 illustrates an isolated view of the base for the disclosed cradle.
- FIGS. 8A-8E illustrate various views of a saddle for the disclosed cradle.
- FIGS. 9A-9E illustrate various views of a foot of the disclosed modular assembly.
- FIGS. 10A-10B illustrate perspective views of opposing sides of a foot disposed relative to tabs on the bed of a flatcar.
- FIGS. 11A-1B illustrate perspective views of a base for the disclosed foot.
- FIGS. 12A-12C illustrate three spacer arrangements according to the present disclosure for spacing the saddles on the base for the disclosed cradles and feet.
- FIG. 13 illustrates views of one type of spacer for the saddle on the base of a cradle or foot.
- FIGS. 14A-14B illustrate side and end views of a portion of a cradle with first spacers for the saddle.
- FIG. 15 illustrates a side view of a portion of a cradle with second spacers for the saddle.
- FIGS. 16A-16B illustrate a container holding various spacers for the modular assembly.
- FIG. 17 illustrates a perspective view of a portion of a cradle with another type of spacer for the saddle.
- FIG. 18A-18D illustrate perspective, plan, side, and end views of an elevated cradle of the disclosed modular assembly.
- FIG. 19 illustrates the elevated cradle on a flatcar supporting a tower section.
- transport devices 110 A-D transport four cylindrical items, namely tower sections 62 , 64 , 66 , and 68 of a tower assembly 60 for a wind turbine.
- the tower sections 62 , 64 , 66 , and 68 represent a type of heavy-lift and over-dimension cargo, which requires significant coordination and time to transport.
- Other tower assembles with other numbers of tower sections and lengths can readily be accommodated by the teachings of the present disclosure.
- the tower sections 62 . . . 68 can be transported by rail. Transporting the tower assembly 60 requires the right selection of railcars, be they heavy-duty, multi-axle or Schnabel types of railcars.
- the tower sections 62 . . . 68 can also be transported by road transport using regular, specialized multi-axle, articulated, air ride, or hydraulic heavy haul types of equipment and trucks.
- the tower sections ( 62 . . . 68 ) can be transported by vessels, ships, tugs, barges, trucks, trailers, pallets, shipping containers, and the like. The teachings of the present disclosure can therefore apply not only to railcars as shown, but to other transport devices.
- the transport devices 110 A-D as shown here can be railcars for transporting the tower assembly 60 by rail.
- the railcars include a first flatcar 110 A supporting an upper intermediate tower section 66 , a second flatcar 110 B supporting a lower intermediate tower sections 64 , a third flatcar 110 C supporting a base tower section 62 , and a fourth flatcar 110 D supporting a top tower section 68 .
- each of these tower sections 68 taper from its base end to its top end.
- the base tower section 62 loaded onto third flatcar 110 C does not take up the full length so that clearance is available for an overhang of the top tower section 68 on the following flatcar 110 D.
- the other tower sections 64 and 66 may generally fit the length of their flatcars 110 A-B.
- a tower assembly 60 may have more or less sections, and they can be arranged in a different order as the case may be.
- a modular assembly 100 supports the tower sections 62 , 64 , 66 , and 68 on the flatcars 110 A-D.
- Each of the flatcars 110 A-D can accommodate at least one of the tower sections 62 , 64 , 66 , and 68 thereon using a plurality of supports 101 of the assembly 100 .
- the supports 101 include a plurality of bed supports 102 affixable at support locations on the beds 112 of the flatcars 110 A-D.
- the supports 101 also include a plurality of cradle supports 103 engageable to the bed supports 102 . In this way, each of the supports 101 is positionable at one of the support locations in a modular fashion to support the tower sections 62 , 64 , 66 , and 68 on the beds 112 of the flatcars 110 A-D.
- Each of the cradle supports 103 have an adjustable cradle against which the tower section 62 , 64 , 66 , and 68 rests.
- the adjustable cradle can be adjusted on each cradle support 103 between a plurality of circumferential dimensions, which can be set to the particular circumference of the tower section 62 , 64 , 66 , and 68 being supported.
- At least one of the cradle supports 103 on each of the flatcars 110 A-D is affixable to an end of the tower section supported on the bed of the flatcar 110 A-D.
- the bed supports 102 at the support locations include one or more tabs 122 , 125 disposed on the bed 112 of the flatcars 110 A-D for restraining the cradle supports ( 103 ) positionable thereon.
- the tabs 122 , 125 at least laterally and longitudinally restrain the cradle supports 103 on the bed.
- the one or more tabs 122 , 125 can include one or more inner tabs 122 extending from the bed 112 of the flatcar 110 and positionable in one or more slots of the cradle support ( 103 ) positionable on the bed 112 at the support location 120 .
- the one or more tabs 122 , 125 can include one or more outer tabs 125 extending from the bed 112 of the flatcar 110 and positionable adjacent one or more edges of the cradle support ( 103 ) positionable on the bed 112 at the support location 120 .
- at least one of the one or more outer tabs 125 can affix to the at least one of the cradle support ( 103 ) that affixes to the end of the tower section ( 62 . . . 68 ).
- each of the tower sections ( 62 . . . 68 ) is supported on the flatcars 110 A-D using adjustable cradles 130 and feet 130 ′ as the cradle supports ( 103 ), which are discussed in more detail below.
- the adjustable cradles 130 and the feet 130 ′ can fit on configured locations 120 on the flatcars 110 A-D. In this way, various flatcars 110 , cradles 130 , and feet 130 ′ can be configured to accommodate various tower sections having different arrangements, tapers, lengths, etc.
- Lashing using straps or tie downs can be further added to the flatcars 110 A-D to support the tower sections 62 , 64 , 66 , and 68 , but separate lashing may not be necessary.
- the modular system 100 preferably meets longitudinal, lateral, and vertical railroad transport requirements.
- FIGS. 4A-4C illustrate plan, side, and detailed views of a flatcar 110 of the modular assembly.
- the flatcar 110 has a bed 112 supported with trucks 114 and having couplings 116 .
- the bed 112 has a number of support locations 120 / 120 ′, which are the bed supports 102 where a tower section (not shown) can be supported on the bed 112 .
- At least two support locations 120 / 120 ′ are provided on the bed 112 ; however, preferably a number of support locations 120 / 120 ′ are provided so various lengths of tower sections can be supported in different ways on the same flatcar 110 .
- the flatcar's bed 112 has six support locations 120 / 120 ′. Although not strictly necessary in all implementations, it may be preferred to locate one or more of the support locations 120 / 120 ′ over the rail trucks 114 because the weight of supported load (i.e., tower section) may be more directly transferred to the underlying rails.
- Each of the support locations 120 / 120 ′ can be the same, or as specifically shown, different support locations 120 / 120 ′ can be provided.
- a universal support location 120 has one or more inner clips 122 disposed between one or more opposing outer clips 125 on both sides.
- An end support location 120 has one or more inner clips 122 with one or more outer clips 125 only toward the end of the bed 112 .
- two universal support locations 120 are centrally located on the bed 112 .
- Two opposing sets of end support locations 120 ′ are positioned toward the ends of the bed 112 .
- Other configurations can be used.
- the flatcar 110 can be prepared ahead of time and can be reused as necessary.
- the flatcar 110 can be a four axle, 89 ′ flat deck railcar.
- the flatcar 110 has all the prepositioned support locations 120 / 120 ′ to allow the cradle(s) ( 130 ) and the feet ( 130 ′)' to be moved based on varying lengths of tower sections. In this way, a given tower section sits in the cradle(s) ( 130 ) and feet ( 130 ′), which can be adjusted for varying diameter sections, and the cradle(s) ( 130 )and feet ( 130 ′) can be moved to any of the pre-set support locations 120 / 120 ′ to accommodate various diameters and lengths of tower sections.
- a set of three inner clips 122 is used for each support location 120 / 120 ′.
- These inner clips 122 can be welded to the bed 112 , can be disposed in configured slots in the bed 112 , or can be otherwise affixed in place on the bed 112 .
- the inner clips 122 can be permanently welded to the bed 112 with 5 ⁇ 8′′ welds using type E70 rods.
- the outer clips 125 also come in sets of three disposed with wider spacing than the three inner clips 122 .
- the outer clips 125 can be welded to the bed 112 , can be disposed in configured slots in the bed 112 , or can be otherwise affixed in place on the bed 112 .
- FIG. 4D illustrates an isolated view of an inner clip 122 .
- the inner clip 122 can be a rectangular plate of steel.
- FIG. 4E illustrates an isolated view of an outer clip 125 .
- the outer clip 125 can have a straight edge and a ramped edge.
- a lateral hole is also defined through the side of the outer clip 125 .
- the ramp on the clip 125 may be provided for guiding and placing cradle supports ( 103 ), and the lateral hole can be provided for affixing to a cradle supports ( 103 ).
- cradle supports 103 including an adjustable cradle 130 and a foot 130 of the modular assembly 100 support a tower section on a flatcar 110 .
- FIG. 5 illustrates a flatcar 110 being fitted with a cradle 130 and a foot 130 ′ of the disclosed modular assembly 100 .
- the cradle 130 and foot 130 ′ can be positioned at any of the available support locations 120 / 120 ′, which in this particular example are all the same so the cradle 130 and foot 130 ′ can be placed for the particular size of the tower section to be supported on the bed 112 .
- the foot 130 ′ can be placed either at the lead or tail end of the flatcar 110 , but preferably at the tail end to support the following end of the supported tower section. More than one cradle 130 can be used. Also, for some tower sections, two opposing feet 130 ′ can be used at the ends of the tower section. These and other configurations can be used.
- the cradle 130 supports the weight of the tower section and is adjustable to the outer dimension on the particular portion resting on the cradle 130 to support the section laterally.
- the foot 130 ′ also supports the weight of the tower section and is adjustable to the outer dimension on the particular portion resting on the foot 130 ′ to support the section laterally. As already mentioned, the foot 130 ′ also affixes to the end of the tower section to support it longitudinally.
- FIGS. 6A-6D illustrate perspective, plan, side, and end views of a cradle 130 of the disclosed modular assembly.
- the cradle 130 has a hinge 148 that positions adjacent the bed ( 112 ) of the flatcar and supports an end of a cradle surface 160 of the adjustable cradle 130 .
- a saddle 150 is positioned between the bed ( 112 ) and the cradle surface 160 and is adjustable relative to the hinge 148 to adjust an angle of the cradle surface 160 relative to the bed ( 112 ).
- the hinge and saddle arrangement are mirrored on an opposing side of the cradle 130 so that an opposing angle of another cradle surface 160 can be adjusted relative to the bed ( 112 ) in a comparable manner.
- the hinge 148 is disposed on a base 140 of the cradle 130 , and the saddle 150 fits on this base 140 .
- the hinge 148 it is possible for the hinge 148 to be a part of the bed supports ( 102 ) mounted directly on the bed ( 112 ) of the flatcar, and/or the saddle 150 can likewise rest directly against the bed ( 112 ). In this way, the cradle 130 may not require a base 140 because various elements may be made part of the bed supports ( 102 ) and vice versa.
- the cradle 130 has the base 140 that rests against the bed ( 112 ) of the flatcar ( 110 ).
- FIG. 7 illustrates an isolated view of the base 140 for the disclosed cradle 130 .
- Reinforced slots 142 in the central area of the base 140 fit over the inner clips ( 122 ) of a support location ( 120 / 120 ′) where the cradle 130 is positioned.
- the cradle 130 is restrained using the internal clips ( 122 ).
- the cradle 130 may or may not need to be bolted, pinned, or the like to the bed ( 112 ), such as to the inner clips ( 122 ) or to the outer clips ( 125 ) as the foot ( 130 ) is.
- FIGS. 8A-8E illustrate various views of a saddle 150 for the disclosed cradle 130 .
- the saddle 150 has a bottom surface 152 that sets against the base 140 and has a bearing surface 156 against which the cradle surface 160 rests.
- the cradle surface 160 can have a pad 162 of protective material, such as rubber, neoprene, or the like, against which the surface of the tower section rests.
- the base 140 and the saddle 150 have a plurality of tabs and slots engageable with one another to hold the saddle 150 in position on the base 140 .
- the saddle 150 can have tabs, the base 140 can have slots, both can have the reverse, or both can each have tabs and slots.
- the bottom surface 152 of the saddle 150 can have extending features or tabs 154 for adjustably setting in apertures or slots 144 in the surface of the base 140 so that particular placement of the saddle 150 can be set on the cradle 130 .
- the extending features 154 can be integral tabs formed on the bottom surface 152 , or the bottom surface 152 can have a number of holes for receiving inserted pins for the extending features 154 .
- other configurations can be used for adjustably setting the saddles 150 in particular placements on the base 140 .
- the cradle 130 On the extreme ends of the base 140 , the cradle 130 has end walls 146 .
- spacer elements (not shown), which are discussed in detail below, can fit in the space between the end walls 146 and the saddles 150 to prevent movement of the saddles 150 outward as the cradle surfaces 160 hold the weight of the supported tower section.
- Such spacer elements can be used in combination with (or instead of) the extending pins 154 and apertures 144 shown here.
- the spacer elements can include bars, plates, blocks, or the like of configured lengths to fit the adjusted positions of the saddles 150 relative to the end walls 146 .
- FIGS. 9A-9E illustrate various views of a foot 130 ′ of the disclosed modular assembly.
- the foot 130 ′ is similar to the cradle 130 and has many of the same components so like reference numerals are used.
- the foot 130 ′ has slots 142 or cutouts on its base 140 that slide over corresponding inner clips ( 122 ) on the bed ( 112 ) of the flatcar ( 110 ).
- the slots 142 can be reinforced as shown. The engagement between the slots 142 and the inner clips ( 122 ) restrain the foot 130 ′ in the longitudinal and lateral planes.
- the foot 130 ′ can be affixed in locations to the outer clips ( 125 ). This affixing of the foot 130 ′ to the outer clips ( 125 ) may be responsible for restraining the vertical force component required by transportation requirements; however, they may add additional reinforcement for the other required restraint vectors.
- the base 140 of the foot 130 ′ extends beyond the sidewall 145 to accommodate supporting features. Hinge hole and slot arrangements 149 on the base 140 are used to affix the base 140 of the foot 130 ′ to the outer clips ( 125 ) disposed on the flatcar's bed ( 112 ), as shown in FIG. 10B , using hinge pin and spacer arrangements.
- the foot's base 140 which is shown in isolated views of FIGS. 11A-11B , has a sidewall or flange 145 extending therefrom.
- the sidewall 145 has a number of slots 147 for affixing with bolts to the bolt holes arranged on the end of a tower section (not shown).
- the size and placement of the slots 147 allow for the sidewall 145 to affix to different sized tower sections.
- the sidewall 145 can have four cutouts 147 that allow bolts to run through the bolt holes in the tower sections.
- Load bearing plates (not shown) can be used on both sides of the sidewall 145 and the tower's flange to adapt the fixture between the cutouts and bolt holes. ( FIGS. 10A-10B illustrates some example components of these features.)
- the foot 130 ′ is similar to the cradle 130 and holds the weight of the tower section.
- Bolting to the sidewall 145 is used to restrain primarily the longitudinal load, but also to a lesser extent the lateral and vertical loads.
- the end of the tower section secures to the sidewall 145 with four grade “8” tool steel bolts that are prevented from backing out using grade “8” tool steel sheer plates.
- the tower section can be strapped down to the foot 130 ′.
- the combination of adjustable angle of the surfaces 160 and the different bolt securement positions enables the disclosed foot 130 ′ to handle a number of tower diameters, tower lengths, bolt-hole sizes, and bolt-hole arrangements.
- tabs 154 on the saddles 150 can fit in apertures 144 in the base, and/or spacer elements can fit in the space between the end walls 146 and the saddles 150 to fix the saddles 150 and prevent movement outward as the cradle surfaces 160 hold the weight of the supported tower section.
- the spacer elements can be a large block, bar, rod, plate, or the like used to hold the saddle 150 in place.
- FIGS. 12A-12C illustrate three arrangements according to the present disclosure for spacing the saddles 150 on the base 140 for the disclosed cradles 130 and feet 130 ′.
- the base 140 has an edge, stop, or endwall 146 opposite to the hinges 148 .
- One or more spacers e.g., 170 , 180
- spacers can be positioned between the edge 146 and the saddle 150 to hold the saddle 150 in position on the base 140 .
- Various spacers e.g., 170 , 180 ) of different lengths can be provided for adjusting the position of the saddle 150 on the base 140 .
- FIG. 12A shows the previously discussed arrangement in which tabs ( 154 ) on the saddle 150 adjustably position in apertures 144 in the base 140 to hold the saddle 150 in a set position.
- tabs 154
- a reverse arrangement of tabs and apertures could be used so that the saddle 150 includes apertures and the base 140 in includes extending tabs.
- FIG. 12B shows a first spacer arrangement for spacing the saddles 150 on the base 140 for the disclosed cradles 130 and feet 130 ′.
- spacer elements 170 in the form of bars fit in the space between the endwall 146 and the saddle 150 .
- FIG. 12C shows a second spacer arrangement for spacing the saddles 150 on the base 140 for the disclosed cradles 130 and feet 130 ′.
- spacer elements 180 in the form of a block or plate fits in the space between the endwall 146 and the saddle 150 .
- the cradle surface 160 can receive the majority of the vertical load, while the saddles' tabs 158 (if present) and/or the spacer elements 170 / 180 (if present) absorb the lateral forces caused by the angled cradle surfaces 160 .
- the tab/aperture arrangement and/or the spacer elements 170 / 180 for the saddle 150 can be changed.
- the saddle 150 is moved to different apertures 144 , and/or the spacer element 170 / 180 can be changed out for a different length element.
- the different spacer elements 170 / 180 can be color coded for ease of use in the field. If apertures 144 and tabs 154 are not used, then the bottom of the saddle 150 and the surface of the base 140 can uses a configuration of longitudinal or lateral rails and tracks for the slots 144 .
- FIG. 13 illustrates perspective, side, and end views of first spacer elements 170 for the saddle ( 150 ) on the base ( 140 ) of a cradle 130 or a foot 130 ′.
- this first spacer element 170 is a bar 172 having tabs 174 on its ends.
- the bar 172 can have a particular length to space out the saddle ( 150 ) a particular distance on the base ( 140 ).
- a number of such bars 172 are formed in predetermined increments to adjust the angle of the cradle surfaces 160 to the required angle for the given tower diameter.
- FIGS. 14A-14B illustrate side and end views of a portion of a cradle 130 with bars 172 of a first length.
- more than one bar 172 is used as shown.
- the tab 174 of the bar 172 fits in an aperture or slot in the endwall 146 of the base 140 .
- the other tab 174 of the bar 172 fits in an aperture or slot in the saddle 150 .
- the length of the bar 172 can then keep the saddle 150 a set distance from the endwall 146 . This in turn places the cradle surface 160 at a given angle for a given radius R 1 .
- FIG. 15 illustrates a side view of the portion of the cradle 130 with second bars 172 of a greater length.
- the saddle 150 is supported closer to the hinge 148 so the cradle surface 160 is at a greater incline for a smaller radius R 2 , such as would support a tower section of smaller circumference.
- FIGS. 16A-6B illustrate a container 175 holding various spacer bars 172 for the modular assembly.
- Several such containers 175 may be held of the flatcar ( 110 ) or stored separately so that the correct length bars 172 can be selected and used on the cradles ( 130 ) and feet ( 130 ′).
- the container 175 can have a pair of each pin size, and one container 175 can be used one each corner of the railcar ( 110 ) to carry pins 170 to set the foot 130 ′ and cradle 130 .
- the length of the pins 172 can coming in 1′′ increments from 1′′ to 10′′, and the diameter of the pins 172 can be 2′′ along load bearing length.
- the tabs 174 on the ends can be 1′′ long and have 1′′ diameter to secure the pin 172 in place. Other configurations could be used.
- FIG. 17 shows a perspective view of a portion of a cradle 130 with another type of spacer element 180 for the saddle 150 .
- the spacer element 180 is a plate or block 182 that fits between the endwall 146 and the saddle 150 . Tabs, lips, or the like (not shown) can be used to hold the plate 182 in place against the endwall 146 and the saddle 150 .
- the spacer elements for the cradle 130 and foot 130 ′ can have a number of different configurations.
- the adjustable cradles 130 and feet 130 ′ for the modular assembly 100 can be used with lifting platforms or can be preconfigured with lifted bases.
- FIGS. 18A-18B illustrate perspective, plan, side, and end views of an elevated cradle 130 of the disclosed modular assembly 100 .
- An elevated foot 130 ′ can be similarly configured.
- a lower base 140 rests against the flatcar's bed ( 112 ) and has the slots 142 for the inner clips ( 122 ).
- An upper base 140 ′ is elevated from the lower base 140 by stands 141 .
- the upper base 140 ′ has the other elements of the cradle 130 , such as the saddles 150 , cradle surfaces 160 , spacer elements 180 , etc.
- the stands 141 as shown here can be permanently affixed between the bases 140 / 140 ′ so that this cradle 130 is preconfigured as elevated. Also, the stands 141 can be separately affixable between the bases 140 / 140 ′ using bolting and the like so that even the elevation of the cradle 130 and foot 130 ′ can be modularly adjustable.
- FIG. 19 illustrates how the elevated cradle 130 ′ can be used on a flatcar 110 to support a tower section with a smaller diameter.
- an elevated foot 130 ′ could be comparably configured like the elevated cradle 130 .
- the elevated cradle 130 accommodates the large change in diameter at the narrow end of the tower section so that cradle's cradle surfaces 160 do not need to be raised to high angles that, why mathematically possible, may not be practical for most applications.
- the teachings of the present disclosure facilitate the transportation of large towers and tower sections used in conjunction with wind turbines.
- the term “tower,” “tower section,” and the like may be generally interchangeable in the present disclosure.
- the modular system 100 uses mounting fixtures that include adjustable cradles 130 , adjustable feet 130 ′, and preconfigured support locations 120 / 120 ′ that can accommodate various tower dimensions and arrangements.
- the cradles 130 , feet 130 ′, and the like can be reusable on the same or other transport devices or railcars to transport other tower sections or the like.
- the reusable cradles 130 and feet 130 ′ do not require welding and cutting on railcar beds, which reduces the time to load tower sections on the railcars.
- the assembly 100 can be used to transport any type of cylindrical items, including drums, pipes, stacks, etc.
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Abstract
Description
- This application claims the benefit of U.S. Provisional Appl. 62/261,183, filed 30-Nov.-2015, which is incorporated by reference.
- The subject matter of the present disclosure relates to systems and methods for transporting cylindrical tower sections, such used for commercial wind turbines, using one or more railcars or other transport devices.
- Wind turbines, such as Horizontal Axis Wind Turbines, for generating electrical power have towers that support a nacelle at its top end. A rotor extends from the nacelle and has turbine blades. During operation, prevailing winds cause the turbine blades to rotate the rotor, which is coupled to a generator within the nacelle to produce electricity. To orient the blades, the nacelle can turn about the vertical axis of the tower.
- The tower can be any acceptable height. However, the power generation capacity of a wind turbine is directly related to how long the turbine blades are. The length of the turbine blades in turn dictates the required height of the tower. In some large-scale installations, the blades can be about 45-meters long, and the tower can be as much as 90-meters high. Generally, the tower tapers from its base to its top end, which still provides the required strength but with reduced material and fabrication costs. Due to their overall height, the tower is manufactured and transported in a number of tower sections that assemble together at the installation site.
- As will be appreciated, the different components of the wind turbine are separately manufactured, sometimes at different locations, and are then transported in pieces to the desired site where they are assembled. Because the components are manufactured in many different places, a number of various forms of transportation must be used, including ships, barges, trains, and trucks.
- The sheer size of the various components complicates the transportation. Additionally, the components must be protected and handled properly during transportation to prevent damage. Moreover, the components in many cases must be switched from one mode of transport to another mode during the overall stages of the journey. In the end, it will be appreciated that the logistics to move the various components from the point of manufacture to the ultimate installation site can be complicated, expensive, and time consuming.
- Each mode of transport presents challenges to transporting the tower sections. In particular, the profile for railroad transport can be tightly limited because the trains must traverse curved sections and complex rail yards. Mounting fixtures are used to fix the tower sections to railcars during transport.
- A particular example of mounting fixtures for fixing tower sections is disclosed in U.S. Pat. No. 8,529,174. Reproduced here in
FIG. 1 , atrain 2 is shown for transporting a three-section tower assembly viarail 1 according to the prior art. Thetrain 2 has threerailroad flatcars rail 1, and the tower assembly has three tower sections, which include abase tower section 12, amiddle tower section 14, and atop tower section 10—each tapering from the base to the top. Thebase tower section 12 is loaded onto acenter flatcar 6 and is disposed toward one end of theflatcar 6, clearing an open area at the opposite end of theflatcar 6. Themiddle tower section 14 is loaded ontoanother flatcar 8 and has a length that takes up most of the length of theflatcar 8. Thetop tower section 10 is loaded onto yet anotherflatcar 4. The length of thetop tower section 10 is longer than the length of theflatcar 4 so that one end of thesection 10 extends over the next coupledflatcar 6. - Each of the
tower sections flatcars middle tower section 14 is supported on theflatcar 8, reference is directed toFIG. 2A . Theflatcar 8 is a conventional 90-foot flatcar with a pair ofconventional bolsters load deck 11. In this example, thetower section 14 has a length approximately as long as the flatcar'sdeck 11. Themiddle tower section 14 includes aninternal flange 30 on its larger circumference end for engaging the base tower section (12) when the tower is finally assembled. Theflange 30 is also used as an attachment point for astop 34 disposed between thedeck 11 of theflatcar 8 and thetower section 14 during transit. Thestop 34 retains thetower section 14 against longitudinal movement with respect to theflatcar 8. To a lesser extent, thestop 34 also retains thetower section 14 against lateral movement. - The primary lateral support is by saddles assemblies 38, 42. The weight of the
tower section 14 is supported by afirst saddle assembly 38 located over thebolster 48, and asecond saddle assembly 42 located over theother bolster 50. Thesecond saddle assembly 42 also includes aspacer assembly 44. - The sectional view of
FIG. 2B is taken at the location of theflange 30 on the end oftower section 14. Plural connecting bolts join theflange 30 to thestop 34, which has previously been fixed to thedeck 11, such as by welding or other suitable means. As illustrated, thestop 34 is comprised of an attachment plate bolted to theflange 30, and of plural gusset plates welded to the attachment plate and thedeck 11 of theflatcar 8. - The sectional view of
FIG. 2C is taken at the position of thebolster 48 of theflatcar 8 where thesaddle assembly 38 is situated. Thesaddle assembly 38 is fixed to thedeck 11 of theflatcar 14. The upper surface of thesaddle assembly 38 is a saddle that conforms to the shape of thetower section 14 at a location along the elongated portion of the tower section at which thesaddles assembly 38 engages. Because thetower 14 is circular in cross section, thesaddle assembly 38 is an arcuate circular section, conforming to the exterior shape of thetower section 14. Aresilient saddle liner 40 is disposed betweensaddle assembly 38 and the surface of thetower section 14 to protect the surface finish of thetower section 14 and to accommodate small variances between the two surface shapes. - The sectional view of
FIG. 2D is taken at the location of theother bolster 50, which is also the location of theother saddle assembly 42. Thissaddle assembly 42 is substantially the same assaddle assembly 38. To accommodate different sizes and shapes of the tower cross sections, aspacer assembly 44 is positioned on top ofsaddle assembly 42 and adapts the conformal shape of thesaddle assembly 42 to the exterior shape of thetower section 14 at the location of support ofsaddle assembly 42. Because thetower section 14 has a smaller diameter at the location ofsaddle assembly 42, thespacer assembly 44 presents a correspondingly smaller diameter spacer saddle profile. Aresilient liner 46 is disposed between thespacer assembly saddle 44 and thetower 14. Also, thesaddle assembly 42 is fixed to thedeck 11 of theflatcar 8 using pins disposed between fixed deck brackets and gussets on the saddle assembly. - Although current techniques are available for transporting tower sections on a railcar, such as disclosed in U.S. Pat. No. 8,529,174, transportation personnel are continually seeking more versatile and useful ways to transport large cylindrical objects.
- According to the present disclosure, a modular system is used for transporting a plurality of cylindrical items, such as sections of a tower assembly for a wind turbine. The system includes a plurality of transport devices and a plurality of support members. The transport devices each have a bed with a plurality of support locations thereon. Each of the transport devices accommodates one of the tower sections thereon.
- The support members are each positionable at one of the support locations to support the cylindrical items (e.g., tower sections) on the beds of the transport devices. Each of the support members have a cradle surface against which the tower section is rests. The cradle surfaces are adjustable on the support member between a plurality of circumferential dimensions. At least one of the support members on each of the transport devices is a foot having a flange affixable to an end of the tower section supported on the bed of the transport device.
- The transport device can be a railroad car, such as a flatcar with a bed. The bed can have at least two support locations, such as towards the ends of the bed. Preferably, more than two support locations are provided, especially in intermediate locations on the bed, so the flatcar can accommodate any of the various tower sections.
- Each support location can be the same as the others so that the system maintains its modularity. In one arrangement, the support locations include a number of inner tabs or clips in the bed of the flatcar. The support locations can also include outer tabs or clips affixed to the bed of the flatcar. The outer tabs are used for affixing the feet in place. The inner tabs are used for holding the support members laterally and longitudinally on the bed of the flatcar. The weight of the cylindrical tower sections may be all that is need to hold the support members against the surface of the flatcar's bed.
- The modular system is a fixture and securement system that can be readily adjustable to fit a range of configurations. No welding is required for the adjustment from one tower section to another. The system reduces overall costs by reducing the number of railcars need for transport and eliminating dwell time of the railcars when being prepared, loaded, and unloaded.
- The adjustable fixtures accommodate multiple tower sizes, weights, and centers of gravity. One-time set up is needed for preparing the flatcars, and there is no need for welding once the flatcar is set up. Accordingly, installation field personnel can adjust the modular components of the system as needed. For example, a method of the present disclosure can involve: adjusting a circumferential dimension of a cradle on each support against which a tower section rests; adjusting a height of a base supporting a hinge, the cradle surface, and a saddle above a bed of the transport device; changing a position of a saddle on the base; engaging a plurality of tabs and slots on the base and the saddle with one another to hold the saddle in position on the base; positioning one or more spacers between an edge of the base and the saddle to hold the saddle in position on the base; and selecting from a plurality of the spacers of different lengths for adjusting the position of the saddle on the base.
- The foregoing summary is not intended to summarize each potential embodiment or every aspect of the present disclosure.
-
FIG. 1 illustrates an example of a train carrying three tower sections according to the prior art. -
FIG. 2A illustrates a side view of one of the tower sections inFIG. 1 loaded on a railcar according to the prior art. -
FIGS. 2B-2D illustrate sectional views of the tower section loaded on the railcar inFIG. 2A . -
FIG. 3 illustrates an example of a modular assembly according to the present disclosure transporting sections of a tower assembly. -
FIGS. 4A-4C illustrate plan, side, and detailed views of a flatcar of the modular assembly. -
FIG. 4D illustrates an isolated view of an inner clip for the flatcar of the modular assembly. -
FIG. 4E illustrates an isolated view of an outer clip for the flatcar of the modular assembly. -
FIG. 5 illustrates a flatcar being fitted with a cradle and a foot of the disclosed modular assembly. -
FIGS. 6A-6D illustrate perspective, plan, side, and end views of a cradle of the disclosed modular assembly. -
FIG. 7 illustrates an isolated view of the base for the disclosed cradle. -
FIGS. 8A-8E illustrate various views of a saddle for the disclosed cradle. -
FIGS. 9A-9E illustrate various views of a foot of the disclosed modular assembly. -
FIGS. 10A-10B illustrate perspective views of opposing sides of a foot disposed relative to tabs on the bed of a flatcar. -
FIGS. 11A-1B illustrate perspective views of a base for the disclosed foot. -
FIGS. 12A-12C illustrate three spacer arrangements according to the present disclosure for spacing the saddles on the base for the disclosed cradles and feet. -
FIG. 13 illustrates views of one type of spacer for the saddle on the base of a cradle or foot. -
FIGS. 14A-14B illustrate side and end views of a portion of a cradle with first spacers for the saddle. -
FIG. 15 illustrates a side view of a portion of a cradle with second spacers for the saddle. -
FIGS. 16A-16B illustrate a container holding various spacers for the modular assembly. -
FIG. 17 illustrates a perspective view of a portion of a cradle with another type of spacer for the saddle. -
FIG. 18A-18D illustrate perspective, plan, side, and end views of an elevated cradle of the disclosed modular assembly. -
FIG. 19 illustrates the elevated cradle on a flatcar supporting a tower section. - Referring to
FIG. 3 , transport devices 110A-D transport four cylindrical items, namely towersections tower assembly 60 for a wind turbine. Thetower sections - As shown herein
FIG. 3 , thetower sections 62 . . . 68 can be transported by rail. Transporting thetower assembly 60 requires the right selection of railcars, be they heavy-duty, multi-axle or Schnabel types of railcars. Thetower sections 62 . . . 68 can also be transported by road transport using regular, specialized multi-axle, articulated, air ride, or hydraulic heavy haul types of equipment and trucks. Moreover, the tower sections (62 . . . 68) can be transported by vessels, ships, tugs, barges, trucks, trailers, pallets, shipping containers, and the like. The teachings of the present disclosure can therefore apply not only to railcars as shown, but to other transport devices. - Again, the transport devices 110A-D as shown here can be railcars for transporting the
tower assembly 60 by rail. The railcars include a first flatcar 110A supporting an upper intermediate tower section 66, asecond flatcar 110B supporting a lowerintermediate tower sections 64, a third flatcar 110C supporting abase tower section 62, and afourth flatcar 110D supporting atop tower section 68. As is typical, each of thesetower sections 68 taper from its base end to its top end. - The
base tower section 62 loaded onto third flatcar 110C does not take up the full length so that clearance is available for an overhang of thetop tower section 68 on the followingflatcar 110D. Theother tower sections 64 and 66 may generally fit the length of their flatcars 110A-B. As will be appreciated, atower assembly 60 may have more or less sections, and they can be arranged in a different order as the case may be. - A
modular assembly 100 supports thetower sections tower sections supports 101 of theassembly 100. Thesupports 101 include a plurality of bed supports 102 affixable at support locations on thebeds 112 of the flatcars 110A-D. Thesupports 101 also include a plurality of cradle supports 103 engageable to the bed supports 102. In this way, each of thesupports 101 is positionable at one of the support locations in a modular fashion to support thetower sections beds 112 of the flatcars 110A-D. - Each of the cradle supports 103 have an adjustable cradle against which the
tower section cradle support 103 between a plurality of circumferential dimensions, which can be set to the particular circumference of thetower section - As shown in
FIGS. 4A-4B , the bed supports 102 at the support locations include one ormore tabs bed 112 of the flatcars 110A-D for restraining the cradle supports (103) positionable thereon. Thetabs - The one or
more tabs inner tabs 122 extending from thebed 112 of theflatcar 110 and positionable in one or more slots of the cradle support (103) positionable on thebed 112 at thesupport location 120. - The one or
more tabs outer tabs 125 extending from thebed 112 of theflatcar 110 and positionable adjacent one or more edges of the cradle support (103) positionable on thebed 112 at thesupport location 120. Depending on the arrangement, at least one of the one or moreouter tabs 125 can affix to the at least one of the cradle support (103) that affixes to the end of the tower section (62 . . . 68). - As shown in
FIG. 5 , for example, each of the tower sections (62 . . . 68) is supported on the flatcars 110A-D usingadjustable cradles 130 andfeet 130′ as the cradle supports (103), which are discussed in more detail below. Additionally, theadjustable cradles 130 and thefeet 130′ can fit on configuredlocations 120 on the flatcars 110A-D. In this way,various flatcars 110, cradles 130, andfeet 130′ can be configured to accommodate various tower sections having different arrangements, tapers, lengths, etc. Lashing using straps or tie downs (not shown) can be further added to the flatcars 110A-D to support thetower sections modular system 100 preferably meets longitudinal, lateral, and vertical railroad transport requirements. - Looking at the configuration of a
flatcar 110 in more detail,FIGS. 4A-4C illustrate plan, side, and detailed views of aflatcar 110 of the modular assembly. Theflatcar 110 has abed 112 supported withtrucks 114 and having couplings 116. Thebed 112 has a number ofsupport locations 120/120′, which are the bed supports 102 where a tower section (not shown) can be supported on thebed 112. At least twosupport locations 120/120′ are provided on thebed 112; however, preferably a number ofsupport locations 120/120′ are provided so various lengths of tower sections can be supported in different ways on thesame flatcar 110. In the particular embodiment shown here, the flatcar'sbed 112 has sixsupport locations 120/120′. Although not strictly necessary in all implementations, it may be preferred to locate one or more of thesupport locations 120/120′ over therail trucks 114 because the weight of supported load (i.e., tower section) may be more directly transferred to the underlying rails. - Each of the
support locations 120/120′ can be the same, or as specifically shown,different support locations 120/120′ can be provided. Auniversal support location 120 has one or moreinner clips 122 disposed between one or more opposingouter clips 125 on both sides. Anend support location 120 has one or moreinner clips 122 with one or moreouter clips 125 only toward the end of thebed 112. In this particular example, twouniversal support locations 120 are centrally located on thebed 112. Two opposing sets ofend support locations 120′ are positioned toward the ends of thebed 112. Other configurations can be used. - The
flatcar 110 can be prepared ahead of time and can be reused as necessary. In one embodiment, theflatcar 110 can be a four axle, 89′ flat deck railcar. As configured, theflatcar 110 has all theprepositioned support locations 120/120′ to allow the cradle(s) (130) and the feet (130′)' to be moved based on varying lengths of tower sections. In this way, a given tower section sits in the cradle(s) (130) and feet (130′), which can be adjusted for varying diameter sections, and the cradle(s) (130)and feet (130′) can be moved to any of thepre-set support locations 120/120′ to accommodate various diameters and lengths of tower sections. - In this particular example, a set of three
inner clips 122 is used for eachsupport location 120/120′. Theseinner clips 122 can be welded to thebed 112, can be disposed in configured slots in thebed 112, or can be otherwise affixed in place on thebed 112. For example, theinner clips 122 can be permanently welded to thebed 112 with ⅝″ welds using type E70 rods. Theouter clips 125 also come in sets of three disposed with wider spacing than the threeinner clips 122. Theouter clips 125 can be welded to thebed 112, can be disposed in configured slots in thebed 112, or can be otherwise affixed in place on thebed 112. -
FIG. 4D illustrates an isolated view of aninner clip 122. As shown, theinner clip 122 can be a rectangular plate of steel.FIG. 4E illustrates an isolated view of anouter clip 125. As shown, theouter clip 125 can have a straight edge and a ramped edge. A lateral hole is also defined through the side of theouter clip 125. The ramp on theclip 125 may be provided for guiding and placing cradle supports (103), and the lateral hole can be provided for affixing to a cradle supports (103). - As noted above, cradle supports 103 including an
adjustable cradle 130 and afoot 130 of themodular assembly 100 support a tower section on aflatcar 110.FIG. 5 illustrates aflatcar 110 being fitted with acradle 130 and afoot 130′ of the disclosedmodular assembly 100. Thecradle 130 andfoot 130′ can be positioned at any of theavailable support locations 120/120′, which in this particular example are all the same so thecradle 130 andfoot 130′ can be placed for the particular size of the tower section to be supported on thebed 112. Thefoot 130′ can be placed either at the lead or tail end of theflatcar 110, but preferably at the tail end to support the following end of the supported tower section. More than onecradle 130 can be used. Also, for some tower sections, two opposingfeet 130′ can be used at the ends of the tower section. These and other configurations can be used. - The
cradle 130 supports the weight of the tower section and is adjustable to the outer dimension on the particular portion resting on thecradle 130 to support the section laterally. Thefoot 130′ also supports the weight of the tower section and is adjustable to the outer dimension on the particular portion resting on thefoot 130′ to support the section laterally. As already mentioned, thefoot 130′ also affixes to the end of the tower section to support it longitudinally. - Looking now at the
adjustable cradle 130,FIGS. 6A-6D illustrate perspective, plan, side, and end views of acradle 130 of the disclosed modular assembly. In general, thecradle 130 has ahinge 148 that positions adjacent the bed (112) of the flatcar and supports an end of acradle surface 160 of theadjustable cradle 130. Additionally, asaddle 150 is positioned between the bed (112) and thecradle surface 160 and is adjustable relative to thehinge 148 to adjust an angle of thecradle surface 160 relative to the bed (112). The hinge and saddle arrangement are mirrored on an opposing side of thecradle 130 so that an opposing angle of anothercradle surface 160 can be adjusted relative to the bed (112) in a comparable manner. - As shown here, the
hinge 148 is disposed on abase 140 of thecradle 130, and thesaddle 150 fits on thisbase 140. This facilitates the assembly and the modularity of thecradle 130. It is possible for thehinge 148 to be a part of the bed supports (102) mounted directly on the bed (112) of the flatcar, and/or thesaddle 150 can likewise rest directly against the bed (112). In this way, thecradle 130 may not require a base 140 because various elements may be made part of the bed supports (102) and vice versa. - As shown in particular in
FIGS. 6A-6B , thecradle 130 has the base 140 that rests against the bed (112) of the flatcar (110). (FIG. 7 illustrates an isolated view of thebase 140 for the disclosedcradle 130.) Reinforcedslots 142 in the central area of the base 140 fit over the inner clips (122) of a support location (120/120′) where thecradle 130 is positioned. As noted above, thecradle 130 is restrained using the internal clips (122). Due to rail requirements, thecradle 130 may or may not need to be bolted, pinned, or the like to the bed (112), such as to the inner clips (122) or to the outer clips (125) as the foot (130) is. -
Saddles 150 are positioned on opposing ends of thebase 140 and hold up the cradle surfaces 160 pivoted onpivot pins 168 installed in the base hinges 148. (FIGS. 8A-8E illustrate various views of asaddle 150 for the disclosedcradle 130.) Thesaddle 150 has abottom surface 152 that sets against thebase 140 and has abearing surface 156 against which thecradle surface 160 rests. Thecradle surface 160 can have apad 162 of protective material, such as rubber, neoprene, or the like, against which the surface of the tower section rests. - In one arrangement, the
base 140 and thesaddle 150 have a plurality of tabs and slots engageable with one another to hold thesaddle 150 in position on thebase 140. For example, thesaddle 150 can have tabs, the base 140 can have slots, both can have the reverse, or both can each have tabs and slots. As shown in this particular example, thebottom surface 152 of thesaddle 150 can have extending features ortabs 154 for adjustably setting in apertures orslots 144 in the surface of the base 140 so that particular placement of thesaddle 150 can be set on thecradle 130. The extending features 154 can be integral tabs formed on thebottom surface 152, or thebottom surface 152 can have a number of holes for receiving inserted pins for the extending features 154. As discussed later, other configurations can be used for adjustably setting thesaddles 150 in particular placements on thebase 140. - On the extreme ends of the
base 140, thecradle 130 hasend walls 146. In arrangements disclosed herein, spacer elements (not shown), which are discussed in detail below, can fit in the space between theend walls 146 and thesaddles 150 to prevent movement of thesaddles 150 outward as the cradle surfaces 160 hold the weight of the supported tower section. Such spacer elements can be used in combination with (or instead of) the extendingpins 154 andapertures 144 shown here. As disclosed in more detail below, the spacer elements can include bars, plates, blocks, or the like of configured lengths to fit the adjusted positions of thesaddles 150 relative to theend walls 146. - Looking next at the
adjustable foot 130′,FIGS. 9A-9E illustrate various views of afoot 130′ of the disclosed modular assembly. Thefoot 130′ is similar to thecradle 130 and has many of the same components so like reference numerals are used. Thefoot 130′ hasslots 142 or cutouts on itsbase 140 that slide over corresponding inner clips (122) on the bed (112) of the flatcar (110). Theslots 142 can be reinforced as shown. The engagement between theslots 142 and the inner clips (122) restrain thefoot 130′ in the longitudinal and lateral planes. - In addition to engaging the inner clips (122), the
foot 130′ can be affixed in locations to the outer clips (125). This affixing of thefoot 130′ to the outer clips (125) may be responsible for restraining the vertical force component required by transportation requirements; however, they may add additional reinforcement for the other required restraint vectors. As best shown inFIGS. 9A-9B , for example, thebase 140 of thefoot 130′ extends beyond thesidewall 145 to accommodate supporting features. Hinge hole andslot arrangements 149 on thebase 140 are used to affix thebase 140 of thefoot 130′ to the outer clips (125) disposed on the flatcar's bed (112), as shown inFIG. 10B , using hinge pin and spacer arrangements. - The foot's
base 140, which is shown in isolated views ofFIGS. 11A-11B , has a sidewall orflange 145 extending therefrom. Thesidewall 145 has a number ofslots 147 for affixing with bolts to the bolt holes arranged on the end of a tower section (not shown). The size and placement of theslots 147 allow for thesidewall 145 to affix to different sized tower sections. To accommodate varying bolt hole positions in the tower section (not shown), for example, thesidewall 145 can have fourcutouts 147 that allow bolts to run through the bolt holes in the tower sections. Load bearing plates (not shown) can be used on both sides of thesidewall 145 and the tower's flange to adapt the fixture between the cutouts and bolt holes. (FIGS. 10A-10B illustrates some example components of these features.) - Again, the
foot 130′ is similar to thecradle 130 and holds the weight of the tower section. Bolting to thesidewall 145 is used to restrain primarily the longitudinal load, but also to a lesser extent the lateral and vertical loads. In one example, the end of the tower section secures to thesidewall 145 with four grade “8” tool steel bolts that are prevented from backing out using grade “8” tool steel sheer plates. To increase the restraint, the tower section can be strapped down to thefoot 130′. The combination of adjustable angle of thesurfaces 160 and the different bolt securement positions enables the disclosedfoot 130′ to handle a number of tower diameters, tower lengths, bolt-hole sizes, and bolt-hole arrangements. - As noted above,
tabs 154 on thesaddles 150 can fit inapertures 144 in the base, and/or spacer elements can fit in the space between theend walls 146 and thesaddles 150 to fix thesaddles 150 and prevent movement outward as the cradle surfaces 160 hold the weight of the supported tower section. The spacer elements can be a large block, bar, rod, plate, or the like used to hold thesaddle 150 in place. - For example,
FIGS. 12A-12C illustrate three arrangements according to the present disclosure for spacing thesaddles 150 on thebase 140 for the disclosed cradles 130 andfeet 130′. In general, thebase 140 has an edge, stop, orendwall 146 opposite to thehinges 148. One or more spacers (e.g., 170, 180) can be positioned between theedge 146 and thesaddle 150 to hold thesaddle 150 in position on thebase 140. Various spacers e.g., 170, 180) of different lengths can be provided for adjusting the position of thesaddle 150 on thebase 140. -
FIG. 12A shows the previously discussed arrangement in which tabs (154) on thesaddle 150 adjustably position inapertures 144 in the base 140 to hold thesaddle 150 in a set position. A reverse arrangement of tabs and apertures could be used so that thesaddle 150 includes apertures and the base 140 in includes extending tabs. - Instead of the arrangement in
FIG. 12A or used in conjunction therewith,FIG. 12B shows a first spacer arrangement for spacing thesaddles 150 on thebase 140 for the disclosed cradles 130 andfeet 130′. In this first arrangement,spacer elements 170 in the form of bars fit in the space between the endwall 146 and thesaddle 150. - Instead of the arrangement in
FIG. 12A or used in conjunction therewith,FIG. 12C shows a second spacer arrangement for spacing thesaddles 150 on thebase 140 for the disclosed cradles 130 andfeet 130′. In this second arrangement,spacer elements 180 in the form of a block or plate fits in the space between the endwall 146 and thesaddle 150. - In each of these arrangements, the
cradle surface 160 can receive the majority of the vertical load, while the saddles' tabs 158 (if present) and/or thespacer elements 170/180 (if present) absorb the lateral forces caused by the angled cradle surfaces 160. To change the angle of the cradle surfaces 160, the tab/aperture arrangement and/or thespacer elements 170/180 for thesaddle 150 can be changed. Thesaddle 150 is moved todifferent apertures 144, and/or thespacer element 170/180 can be changed out for a different length element. Thedifferent spacer elements 170/180 can be color coded for ease of use in the field. Ifapertures 144 andtabs 154 are not used, then the bottom of thesaddle 150 and the surface of the base 140 can uses a configuration of longitudinal or lateral rails and tracks for theslots 144. - Although only one end is shown herein in
FIGS. 12A-12C , the other end of the base 140 can be similarly configured. Once thesaddles 150 are in place, gravity forces the cradle surfaces 160 down onto thesaddles 150, which push out toward theendwalls 146. Once thesystem 100 is set up, there are no moving parts because all of the components are essentially held in place by their own weight and that of the load from the supported tower section. -
FIG. 13 illustrates perspective, side, and end views offirst spacer elements 170 for the saddle (150) on the base (140) of acradle 130 or afoot 130′. Again, thisfirst spacer element 170 is abar 172 havingtabs 174 on its ends. Thebar 172 can have a particular length to space out the saddle (150) a particular distance on the base (140). A number ofsuch bars 172 are formed in predetermined increments to adjust the angle of the cradle surfaces 160 to the required angle for the given tower diameter. - For example,
FIGS. 14A-14B illustrate side and end views of a portion of acradle 130 withbars 172 of a first length. Preferably, more than onebar 172 is used as shown. Thetab 174 of thebar 172 fits in an aperture or slot in theendwall 146 of thebase 140. Theother tab 174 of thebar 172 fits in an aperture or slot in thesaddle 150. The length of thebar 172 can then keep the saddle 150 a set distance from theendwall 146. This in turn places thecradle surface 160 at a given angle for a given radius R1. - For comparison,
FIG. 15 illustrates a side view of the portion of thecradle 130 withsecond bars 172 of a greater length. Thesaddle 150 is supported closer to thehinge 148 so thecradle surface 160 is at a greater incline for a smaller radius R2, such as would support a tower section of smaller circumference. - Because the
assembly 100 of the present disclosure is modular and can be assembled as needed for the various tapers, sizes, circumferences, lengths, and the like of the tower sections, severalspacer elements 170 such as thebars 172 may be provided.FIGS. 16A-6B illustrate acontainer 175 holdingvarious spacer bars 172 for the modular assembly. Severalsuch containers 175 may be held of the flatcar (110) or stored separately so that the correct length bars 172 can be selected and used on the cradles (130) and feet (130′). - The
container 175 can have a pair of each pin size, and onecontainer 175 can be used one each corner of the railcar (110) to carrypins 170 to set thefoot 130′ andcradle 130. The length of thepins 172 can coming in 1″ increments from 1″ to 10″, and the diameter of thepins 172 can be 2″ along load bearing length. Thetabs 174 on the ends can be 1″ long and have 1″ diameter to secure thepin 172 in place. Other configurations could be used. - For further illustration,
FIG. 17 shows a perspective view of a portion of acradle 130 with another type ofspacer element 180 for thesaddle 150. In this example, thespacer element 180 is a plate or block 182 that fits between the endwall 146 and thesaddle 150. Tabs, lips, or the like (not shown) can be used to hold the plate 182 in place against theendwall 146 and thesaddle 150. As will be appreciated with the benefit of thebar 172 ofFIGS. 12B-12C andplate 180 ofFIG. 17 , the spacer elements for thecradle 130 andfoot 130′ can have a number of different configurations. - To accommodate reduced diameters of the taper of the tower section, the
adjustable cradles 130 andfeet 130′ for themodular assembly 100 can be used with lifting platforms or can be preconfigured with lifted bases. For example,FIGS. 18A-18B illustrate perspective, plan, side, and end views of anelevated cradle 130 of the disclosedmodular assembly 100. Anelevated foot 130′ can be similarly configured. - A
lower base 140 rests against the flatcar's bed (112) and has theslots 142 for the inner clips (122). Anupper base 140′ is elevated from thelower base 140 by stands 141. Theupper base 140′ has the other elements of thecradle 130, such as thesaddles 150, cradle surfaces 160,spacer elements 180, etc. The stands 141 as shown here can be permanently affixed between thebases 140/140′ so that thiscradle 130 is preconfigured as elevated. Also, thestands 141 can be separately affixable between thebases 140/140′ using bolting and the like so that even the elevation of thecradle 130 andfoot 130′ can be modularly adjustable. -
FIG. 19 illustrates how theelevated cradle 130′ can be used on aflatcar 110 to support a tower section with a smaller diameter. Although not expressly shown, anelevated foot 130′ could be comparably configured like theelevated cradle 130. Theelevated cradle 130 accommodates the large change in diameter at the narrow end of the tower section so that cradle's cradle surfaces 160 do not need to be raised to high angles that, why mathematically possible, may not be practical for most applications. - The teachings of the present disclosure facilitate the transportation of large towers and tower sections used in conjunction with wind turbines. The term “tower,” “tower section,” and the like may be generally interchangeable in the present disclosure.
- The
modular system 100 uses mounting fixtures that includeadjustable cradles 130,adjustable feet 130′, and preconfiguredsupport locations 120/120′ that can accommodate various tower dimensions and arrangements. Thecradles 130,feet 130′, and the like can be reusable on the same or other transport devices or railcars to transport other tower sections or the like. Thereusable cradles 130 andfeet 130′ do not require welding and cutting on railcar beds, which reduces the time to load tower sections on the railcars. - The foregoing description of preferred and other embodiments is not intended to limit or restrict the scope or applicability of the inventive concepts conceived of by the Applicants. It will be appreciated with the benefit of the present disclosure that features described above in accordance with any embodiment or aspect of the disclosed subject matter can be utilized, either alone or in combination, with any other described feature, in any other embodiment or aspect of the disclosed subject matter.
- Various details of loads, materials, strengths, forces, and the like are omitted in the description, but would be appreciated by one skilled in the art having the benefit of the present disclosure. Although expressly described for use with tower sections, the
assembly 100 can be used to transport any type of cylindrical items, including drums, pipes, stacks, etc. - In exchange for disclosing the inventive concepts contained herein, the Applicants desire all patent rights afforded by the appended claims. Therefore, it is intended that the appended claims include all modifications and alterations to the full extent that they come within the scope of the following claims or the equivalents thereof.
Claims (34)
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
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US15/057,765 US9683546B1 (en) | 2015-11-30 | 2016-03-01 | Modular systems and methods for transporting tower assembly of wind turbine |
PCT/US2016/064011 WO2017095812A1 (en) | 2015-11-30 | 2016-11-29 | Modular systems and methods for transporting tower assembly of wind turbine |
US15/603,172 US10752154B2 (en) | 2015-11-30 | 2017-05-23 | Modular systems and methods for transporting tower assembly of wind turbine |
US16/934,517 US11807153B2 (en) | 2015-11-30 | 2020-07-21 | Modular systems and methods for transporting tower assembly of wind turbine |
US18/497,278 US20240059208A1 (en) | 2015-11-30 | 2023-10-30 | Modular Systems and Methods for Transporting Tower Assembly of Wind Turbine |
Applications Claiming Priority (2)
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US201562261183P | 2015-11-30 | 2015-11-30 | |
US15/057,765 US9683546B1 (en) | 2015-11-30 | 2016-03-01 | Modular systems and methods for transporting tower assembly of wind turbine |
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US15/603,172 Continuation US10752154B2 (en) | 2015-11-30 | 2017-05-23 | Modular systems and methods for transporting tower assembly of wind turbine |
US15/603,172 Continuation-In-Part US10752154B2 (en) | 2015-11-30 | 2017-05-23 | Modular systems and methods for transporting tower assembly of wind turbine |
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US9683546B1 US9683546B1 (en) | 2017-06-20 |
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US15/057,765 Active US9683546B1 (en) | 2015-11-30 | 2016-03-01 | Modular systems and methods for transporting tower assembly of wind turbine |
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