CN114856922A - Device for mounting wind power generation fan and tower drum and construction method thereof - Google Patents

Device for mounting wind power generation fan and tower drum and construction method thereof Download PDF

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Publication number
CN114856922A
CN114856922A CN202210528125.6A CN202210528125A CN114856922A CN 114856922 A CN114856922 A CN 114856922A CN 202210528125 A CN202210528125 A CN 202210528125A CN 114856922 A CN114856922 A CN 114856922A
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China
Prior art keywords
tower
foundation
bearing support
support frame
installing
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Withdrawn
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CN202210528125.6A
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Chinese (zh)
Inventor
谢远忠
谢肖礼
黄祖华
黎海宁
李柳文
欧荣霖
韦魏
施永阳
吴凯
黄海峰
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Guangxi Honggu Structural Engineering Technology Information Consulting Co ltd
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Guangxi Honggu Structural Engineering Technology Information Consulting Co ltd
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Priority to CN202210528125.6A priority Critical patent/CN114856922A/en
Publication of CN114856922A publication Critical patent/CN114856922A/en
Withdrawn legal-status Critical Current

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    • 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
    • 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
    • F03D80/00Details, components or accessories not provided for in groups F03D1/00 - F03D17/00
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/728Onshore wind turbines

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Wind Motors (AREA)

Abstract

The invention discloses a device for mounting a wind power generation fan and a tower barrel, which comprises a bearing support frame, wherein the top of the bearing support frame is provided with a reinforcing connecting crossbeam, and the top of the bearing support frame is provided with a jacking jack; be equipped with the platform guide rail that slides on the tower section of thick bamboo basis, the installation is equipped with the platform that slides on the platform guide rail that slides. The construction method comprises the following steps: 1) constructing a foundation; 2) mounting and constructing a bearing support frame; 3) installing and constructing a cable wind anchor, a jacking jack and the like; 4) installing a tower barrel; 5) jacking sliding frame beams and a tower drum; 6) and installing a fan cabin and blades. The invention has the advantages that: the problems of the installation method of the tower cylinder from top to bottom and the increased mechanical cost and difficulty of hoisting caused by the increase of the height of the blades in the traditional construction and arrangement method are solved; the hoisting cost and the labor cost of the tower drum in the traditional construction and arrangement method are saved; the invention replaces the traditional construction and arrangement method, and can realize the breakthrough of the length of the blade of the wind turbine generator.

Description

Device for mounting wind power generation fan and tower drum and construction method thereof
Technical Field
The invention relates to the technical field of installation and construction of wind power generation fans, in particular to a device for installing a wind power generation fan and a tower and a construction method thereof.
Background
The wind power generator is an electric power device which converts wind energy into mechanical work, and the mechanical work drives a rotor to rotate so as to finally output alternating current. The wind-driven generator generally comprises wind wheels, a generator (including a device), a direction regulator (empennage), a tower, a speed-limiting safety mechanism, an energy storage device and other components.
At present, the wind driven generator is mainly constructed and installed by the following methods: the method for directly hoisting, splicing and installing the crane comprises the following steps: the wind turbine and the tower barrel are divided into a plurality of parts, and then the large crane is directly adopted to carry out on-site sequential hoisting and assembling. Nesting child type hydraulic synchronous lifting method: the tower is divided into three sections or four sections, and matched with a relatively small crane, the top section, the penultimate section and the penultimate section are sleeved together one by one, and then the fan cabin and other internal components are installed. The construction method by using the self-climbing crane comprises the following steps: the method comprises the following steps of utilizing an installed tower barrel to serve as a support, installing a self-climbing crane on one side of the tower barrel, processing the tower barrel into a connecting section with the height of 2-4 m, hoisting the tower barrel section by section in place, after the tower barrel is fixedly connected through bolts, automatically climbing the height of the corresponding tower barrel section by the crane, and carrying out hoisting splicing on the next tower barrel section until all the tower barrels, fan cabins and fan blades are installed. The method comprises the steps of transporting fan equipment to an installation position, integrally assembling the fan on a specified installation platform, and hoisting the wind turbine generator to the position by using a hoisting machine for installation. However, these hoisting methods are all for tower drum installation from top to bottom, and in the construction process, the hoisting machinery cost and the hoisting difficulty increase with the increase of the blade height, and at the same time, the method is limited by the installation area, and the cost of renting hoisting equipment is high.
Therefore, a device for installing a wind power generation fan and a tower and a construction method thereof are in urgent need of research.
Disclosure of Invention
The invention aims to solve the problems in the background art and provides a device for mounting a wind power generation fan and a tower drum and a construction method thereof.
In order to solve the technical problems, the technical scheme provided by the invention is as follows: a device for mounting a wind power generation fan and a tower barrel comprises a tower barrel foundation, a guide rail mounting platform foundation, a bearing support frame foundation, a cable wind anchor foundation and a mounting and stabilizing device, wherein the bearing support frame foundation is arranged around the tower barrel foundation, and the cable wind anchor foundation is arranged at the periphery of the bearing support frame foundation;
the lifting device comprises a bearing support frame foundation, a reinforcing connection crossbeam, a vertical slide rail and a vertical slide frame, wherein the bearing support frame foundation is provided with a bearing support frame, the top of the bearing support frame is provided with the reinforcing connection crossbeam, the end part of the reinforcing connection crossbeam, which is close to the tower drum foundation, is fixedly provided with an anti-tilt guide device, the top of the reinforcing connection crossbeam is provided with a lifting jack, a steel strand is longitudinally arranged in the lifting jack, the side surface of the bearing support frame, which is close to the tower drum foundation, is longitudinally provided with the vertical slide rail and the vertical slide frame, the vertical slide frame is provided with a vertical slide block, the vertical slide block is arranged in the vertical slide rail, and the vertical slide frame is connected with the bottom of the steel strand;
a sliding platform guide rail is arranged on the tower drum foundation, and a sliding platform is arranged on the sliding platform guide rail;
the cable wind anchor foundation is provided with a cable wind anchor, and the end part of the cable wind anchor, which is far away from the cable wind anchor foundation, is connected with the bearing support frame;
a sliding frame beam/locking beam is arranged between the vertical sliding frames of the two opposite bearing support frames, and the middle part of the sliding frame beam/locking beam is provided with a connecting disc which is connected and fixed with the tower;
the installation stabilizing device comprises a cable wind counter-force seat and a winch, wherein a cable wind diverting pulley is fixedly arranged on the side surface, close to the bearing support frame, of the cable wind counter-force seat, a force measuring sensor is arranged between the cable wind diverting pulley and the cable wind counter-force seat, and a steel wire rope extending out of the winch is connected with the tower barrel after passing through the cable wind diverting pulley and is used for stabilizing the tower barrel in the installation process.
As a preferred scheme, 6 bearing support frames are arranged on the periphery of the tower drum foundation; wherein 4 bearing support frames are uniformly distributed on the upper half side of the tower drum foundation, and 2 bearing support frames are arranged on the lower half side of the tower drum foundation side by side; an opening is reserved between 2 bearing support frames arranged on the lower half side of the tower base, and the sliding platform guide rail extends to the outer portion of each bearing support frame from the corresponding opening.
As a preferred scheme, every two of the 6 bearing support frames are connected together through a connecting cross beam.
Preferably, the top and the bottom of the jacking jack are respectively provided with an upper clamp holder and a lower clamp holder for fixing the steel strand.
As a preferred scheme, the bearing support frame is a truss support column, and the cross section of the bearing support frame is an equilateral triangle.
A construction method for installing a wind driven generator and a tower barrel comprises the following steps:
1) foundation construction: completing construction of a tower foundation, a guide rail mounting platform foundation, a bearing support frame foundation and a cable wind anchor foundation at a tower installation point of the wind power generation fan; the bearing support frame foundation is arranged around the tower drum foundation, and the cable wind anchor foundation is arranged on the periphery of the bearing support frame foundation;
2) the installation and construction of the bearing support frame, the sliding platform guide rail and the anti-inclination guide device are as follows: a bearing support frame is arranged on the basis of the bearing support frame, and a reinforced connecting beam is arranged on the top surface of the bearing support frame; an anti-tilt guide device is arranged at one end of the reinforcing connecting beam close to the tower drum foundation; installing a sliding platform guide rail on the tower drum base;
3) installation and construction of the cable wind anchor, the jacking jack, the steel strand, the vertical slide rail, the vertical slide block and the vertical sliding frame: installing a cable wind anchor at the outer side of the bearing support frame; one end of the cable wind anchor is connected to the bearing support frame, and the other end of the cable wind anchor is connected with a cable wind anchor foundation; installing a jacking jack on the top surface of the reinforcing connecting beam; installing a steel strand in the middle of the jacking jack; the steel strand vertically extends downwards to be connected with the sliding frame; installing a sliding platform on the sliding platform guide rail;
4) installing a tower drum: the sliding platform is translated to the outer side of the tower drum foundation along the sliding platform guide rail, and the first section of tower drum is hoisted above the sliding platform; then, a locking beam and a sliding frame beam are arranged on the barrel body of the first section of tower barrel; then, the sliding platform and the second section of tower drum are translated to be under the first section of tower drum foundation; then, loosening the sliding frame beam on the barrel body of the first section of tower barrel, sliding the sliding frame beam to the butt joint position of the second section of tower barrel, installing a locking beam and the sliding frame beam on the second section of tower barrel, and screwing an inner flange between the first section of tower barrel and the second section of tower barrel; finally, the locking beams of the two sections of tower drums are loosened; the locking beam and the sliding frame beam penetrate through the tower barrel so as to stabilize the tower barrel;
5) jacking sliding frame beams and a tower drum: starting the jacking jack, jacking the sliding frame beam and the tower barrel; after the tower drum is jacked, the step 4) is carried out again, then the jacking jack is started, the tower drum is jacked, and the two sections of tower drums are connected together; when the last tower barrel section slides to the hoisting position and is bolted, the sliding platform is moved away; and the sliding platform guide rail and the bearing support frame are disassembled;
6) installing a fan cabin and blades: hoisting the fan engine room to the top end of the tower cylinder by using a truck crane; installing a derrick mast type crane on the top surface of the fan cabin; when the mounting hole for mounting the lifting cantilever beam reaches the height of the bearing platform, the mounting hole of the cantilever beam is well sealed by a sealing cover plate; installing blades of a fan one by one through a derrick mast crane; and after the blades are installed, the derrick cranes are dismantled.
As a preferable scheme, the hoisting of the tower drum in the steps 4) and 5) integrally divides the tower drum into two ends for jacking and installation, and the method comprises the following steps:
1) the whole tower barrel is averagely divided into standard tower barrel sections with the height of 5 meters; when each section of tower drum standard section is lifted from the sliding platform, the section of tower drum standard section is lifted to the height of 5.1 meters away from the sliding platform from the bottom;
2) jacking the top surface of the tower drum standard section at the topmost section until the height exceeds the bearing platform by about 5 m, completing jacking and mounting of the first section of tower drum, and mounting a fan cabin; and after the fan engine room is installed, the standard tower barrel section is continuously jacked and installed until the height of the tower barrel reaches the standard.
As a preferable scheme, the installing the blades of the fan one by the derrick crane in the step 6) comprises the following steps:
1) after the fan engine room is installed, two blades are installed above the fan engine room; the two blades are inclined upwards;
2) when the height of the tower barrel rises to the height which can be just used for installing the third blade, the third blade is installed below the wind turbine cabin, and the direction of the blade is vertical downwards.
Compared with the prior art, the invention has the advantages that:
1. the construction method can lead the installation and site selection of the tower barrel and the machine body of the wind turbine generator set to be flexible, can carry out safe, effective and rapid construction on sea and land, and reduces the installation cost of the traditional hoisting method.
2. The invention breaks through the problems of the traditional construction and arrangement method that the tower drum is installed from top to bottom and the hoisting mechanical cost and hoisting difficulty are increased along with the increase of the height of the blade; the hoisting cost and the labor cost of the tower drum in the traditional construction and arrangement method are saved; the invention replaces the traditional construction and arrangement method, and can realize the breakthrough of the length of the blade of the wind turbine generator.
3. The invention can reduce the installation cost of the tower drum and the machine body of the wind turbine generator and the influence of buildings around the project, which are caused by regions, improve the construction safety, simultaneously has the advantages of saving the cost and flexibly selecting the installation position, reduces the installation cost and the construction time of the tower drum and the machine body of the wind turbine generator, and realizes the breakthrough of the limitation of the installation regions of the wind turbine generator.
Drawings
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a schematic plan view of the present invention.
Fig. 3 is a partial enlarged view of a in fig. 1 according to the present invention.
Fig. 4 is a schematic structural view of the installation stabilizing device of the present invention.
FIG. 5 is a schematic view of the construction of the tower foundation of the present invention.
Figure 6 is a schematic view of the installation of the load bearing support of the present invention.
Fig. 7 is a schematic view of the installation of the anti-roll guide device and the skid platform rail of the present invention.
Fig. 8 is an installation schematic diagram of the jacking jack, the vertical slide rail, the vertical sliding groove and the vertical sliding block.
Figures 9, 10, 11, 12 are schematic diagrams of the jacking of a tower according to the invention.
Fig. 13, 14, 15 and 16 are schematic views of the installation of the wind turbine nacelle and blades of the present invention.
As shown in the figure: 1. the device comprises a tower barrel foundation, 2, a bearing support frame foundation, 3, a reinforcing connecting beam, 4, a bearing support frame, 5, an anti-tilt guide device, 6, a sliding platform guide rail, 7, a cable wind anchor, 8, a steel strand, 9, a guide rail mounting platform foundation, 10, a sliding platform, 11, a jacking jack, 12, a tower barrel, 13, a connecting disc, 14, a fan cabin, 15, a derrick crane, 16, a mounting stabilizing device, 17, a vertical sliding rail, 18, a vertical sliding frame, 19, a vertical sliding block, 20, a cable wind anchor foundation, 21, a sliding frame beam, 22, a locking beam, 23, a cable wind counter-force seat, 24, a winch, 25, a cable wind steering pulley, 26, a force measuring sensor, 27, a steel wire rope, 28, an upper clamp holder, 29, a lower clamp holder, 30 and a blade.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it should be understood that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", "front", "back", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the resulting manner or element must have a specific orientation, be configured in a specific orientation, and operate, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; the connection can be mechanical connection or point connection; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1
As shown in the figure, the device for installing the wind power generation fan and the tower comprises a tower foundation 1, a guide rail installation platform foundation 9, a bearing support frame foundation 2, a cable wind anchor foundation 20 and an installation stabilizing device 16, wherein the bearing support frame foundation 2 is arranged around the tower foundation 1, and the cable wind anchor foundation 20 is arranged at the periphery of the bearing support frame foundation 2;
the bearing support frame foundation 2 is provided with a bearing support frame 4, the top of the bearing support frame 4 is provided with a reinforcing connecting crossbeam 3, the end part of the reinforcing connecting crossbeam 3 close to the tower drum foundation 1 is fixedly provided with an anti-tilting guide device 5, the top of the reinforcing connecting crossbeam 3 is provided with a jacking jack 11, a steel strand 8 is longitudinally arranged in the jacking jack, the side surface of the bearing support frame 4 close to the tower drum foundation 1 is longitudinally provided with a vertical slide rail 17 and a vertical slide frame 18, the vertical slide frame 18 is provided with a vertical slide block 19, the vertical slide block 19 is arranged in the vertical slide rail 17, and the vertical slide frame 18 is connected with the bottom of the steel strand 8;
a sliding platform guide rail 6 is arranged on the tower drum foundation 1, and a sliding platform 10 is arranged on the sliding platform guide rail 6;
the cable wind anchor foundation 20 is provided with a cable wind anchor 7, and the end part of the cable wind anchor 7 far away from the cable wind anchor foundation 20 is connected with the bearing support frame 4;
a sliding frame beam 21/locking beam 22 is arranged between the vertical sliding frames 18 of the two opposite bearing support frames 4, and the middle part of the sliding frame beam 21/locking beam 22 is provided with a connecting disc 13 which is connected and fixed with the tower 12;
the installation stabilizing device 16 comprises a cable wind counter-force seat 23 and a winch 24, a cable wind diverting pulley 25 is fixedly arranged on the side surface of the cable wind counter-force seat 23 close to the bearing support frame 4, a force measuring sensor 26 is arranged between the cable wind diverting pulley 25 and the cable wind counter-force seat 23, and a steel wire rope 27 extending out of the winch 24 is connected with the tower barrel 12 after passing through the cable wind diverting pulley 25 and is used for stabilizing the tower barrel 12 in the installation process.
The top and the bottom of the jacking jack 11 are respectively provided with an upper clamp 28 and a lower clamp 29 for fixing the steel strand 8.
The bearing support frame 4 is a truss support column, and the cross section of the bearing support frame 4 is an equilateral triangle.
A construction method for installing a wind driven generator and a tower barrel comprises the following steps:
1) foundation construction: the construction of a tower foundation 1, a guide rail mounting platform foundation 9, a bearing support frame foundation 2 and a cable wind anchor foundation 20 is completed at a tower installation point of the wind power generation fan; the bearing support frame foundation 2 is arranged around the tower barrel foundation 1, and the cable wind anchor foundation 20 is arranged on the periphery of the bearing support frame foundation 2;
2) the installation and construction of the bearing support frame 4, the sliding platform guide rail 6 and the anti-inclination guide device 5 are as follows: a bearing support frame 4 is arranged on the bearing support frame foundation 2, and a reinforcing connecting beam 3 is arranged on the top surface of the bearing support frame 4; an anti-tilt guide device 5 is arranged at one end of the reinforcing connecting beam 3 close to the tower barrel foundation 1; a sliding platform guide rail 6 is arranged on the tower drum foundation 1;
3) and (3) mounting and constructing a cable wind anchor 7, a jacking jack 11, a steel strand 8, a vertical slide rail 17, a vertical slide block 19 and a vertical sliding frame 18: a cable wind anchor 7 is arranged on the outer side of the bearing support frame 4; one end of the cable wind anchor 7 is connected to the bearing support frame 4, and the other end of the cable wind anchor 7 is connected with a cable wind anchor foundation 20; a jacking jack 11 is arranged on the top surface of the reinforcing connecting beam 3; the middle part of the jacking jack 11 is provided with a steel strand 8; the steel strand 8 extends vertically downwards to be connected with the sliding frame; a sliding platform 10 is arranged on the sliding platform guide rail 6;
4) installing a tower drum: the sliding platform 10 is translated to the outer side of the tower foundation 1 along the sliding platform guide rail 6, and the first section of tower 12 is hoisted above the sliding platform 10; then, the locking beam 22 and the carriage beam 21 are installed on the cylinder body of the first tower segment 12; then, the sliding platform 10 and the second section of tower 12 are translated to be right below the first section of tower foundation 1; then, the sliding frame beam 21 on the barrel body of the first section of tower 12 is loosened, the sliding frame beam 21 slides to the butt joint of the second section of tower 12, the locking beam 22 and the sliding frame beam 21 are installed on the second section of tower 12, and the inner flange between the first section of tower 12 and the second section of tower 12 is screwed; finally, the locking beams 22 of the two sections of the tower 12 are loosened; the locking beam 22 and the sliding frame beam 21 penetrate through the tower 12 so as to stabilize the tower 12;
5) jacking sliding frame beam 21 and tower drum: starting the jacking jack 11, the jacking sliding frame beam 21 and the tower barrel 12; after the tower 12 is jacked, the step 4) is carried out again, then the jacking jack 11 is started to jack the tower 12, and the two sections of towers 12 are connected together; when the last tower barrel 12 slides to the hoisting position and is bolted, the sliding platform 10 is removed; and the sliding platform guide rail 6 and the bearing support frame 4 are disassembled;
6) installing a fan cabin and blades: hoisting the wind turbine nacelle 14 to the top end of the tower 12 by using a truck crane; installing a derrick crane 15 on the top surface of the fan cabin 14; when the mounting hole for mounting the lifting cantilever beam reaches the height of the bearing platform, the mounting hole of the cantilever beam is well sealed by a sealing cover plate; installing blades 30 of the fan one by one through a derrick crane 15; after the blade 30 is installed, the derrick crane 15 is removed.
Example 2
This embodiment differs from embodiment 1 in that: the tower 12 is integrally divided into two ends for jacking and installation, and the method comprises the following steps:
1) the whole tower barrel is averagely divided into standard tower barrel sections with the height of 5 meters; when each section of tower drum standard section is lifted from the sliding platform 10, the section of tower drum standard section is lifted to the height of 105.1 meters away from the sliding platform at the bottom;
2) jacking the top surface of the tower drum standard section at the topmost section until the height exceeds the bearing platform by about 5 m, completing jacking and mounting of the first section of tower drum 12, and mounting the fan engine room 14; after the fan engine room 14 is installed, the standard tower section is lifted and installed continuously until the height of the tower 12 reaches the standard.
Example 3
This embodiment differs from embodiment 2 in that: the blade 30 of the fan is installed piece by piece through the derrick crane 15, and the method comprises the following steps:
1) after the fan engine room 14 is installed, two blades 30 are installed above the fan engine room 14; the two blades 30 are inclined upwards;
2) when the height of the tower 12 is raised to a height that is just sufficient to mount the third blade 30, the third blade is mounted below the wind turbine nacelle 14, with the blade 30 oriented vertically downward.
Example 4
This embodiment differs from embodiment 3 in that: 6 bearing support frames 4 are arranged on the periphery of the tower drum foundation 1; wherein 4 bearing support frames 4 are uniformly distributed on the upper half side of the tower drum foundation 1, and 2 bearing support frames 4 are arranged on the lower half side of the tower drum foundation 1 side by side; an opening is reserved between 2 bearing support frames 4 arranged on the lower half side of the tower base 1, the sliding platform guide rail 6 extends to the outside of the bearing support frames 4 from the opening, and the 6 bearing support frames 4 are connected together through connecting cross beams.
The present invention and its embodiments have been described above, and the description is not intended to be limiting, and the drawings are only one embodiment of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should appreciate that they can readily use the disclosed conception and specific embodiments as a basis for designing or modifying other structures for carrying out the same purposes of the present invention without departing from the spirit and scope of the invention as defined by the appended claims.

Claims (8)

1. The utility model provides an installation wind power generation fan and tower section of thick bamboo which characterized in that: the guide rail installation platform comprises a tower drum foundation, a guide rail installation platform foundation, a bearing support frame foundation, a cable wind anchor foundation and an installation stabilizing device, wherein the bearing support frame foundation is arranged around the tower drum foundation, and the cable wind anchor foundation is arranged at the periphery of the bearing support frame foundation;
the lifting device comprises a bearing support frame foundation, a reinforcing connection crossbeam, a vertical slide rail and a vertical slide frame, wherein the bearing support frame foundation is provided with a bearing support frame, the top of the bearing support frame is provided with the reinforcing connection crossbeam, the end part of the reinforcing connection crossbeam, which is close to the tower drum foundation, is fixedly provided with an anti-tilt guide device, the top of the reinforcing connection crossbeam is provided with a lifting jack, a steel strand is longitudinally arranged in the lifting jack, the side surface of the bearing support frame, which is close to the tower drum foundation, is longitudinally provided with the vertical slide rail and the vertical slide frame, the vertical slide frame is provided with a vertical slide block, the vertical slide block is arranged in the vertical slide rail, and the vertical slide frame is connected with the bottom of the steel strand;
a sliding platform guide rail is arranged on the tower drum foundation, and a sliding platform is arranged on the sliding platform guide rail;
the cable wind anchor foundation is provided with a cable wind anchor, and the end part of the cable wind anchor, which is far away from the cable wind anchor foundation, is connected with the bearing support frame;
a sliding frame beam/locking beam is arranged between the vertical sliding frames of the two opposite bearing support frames, and the middle part of the sliding frame beam/locking beam is provided with a connecting disc which is connected and fixed with the tower;
the installation stabilizing device comprises a cable wind counter-force seat and a winch, wherein a cable wind diverting pulley is fixedly arranged on the side surface, close to the bearing support frame, of the cable wind counter-force seat, a force measuring sensor is arranged between the cable wind diverting pulley and the cable wind counter-force seat, and a steel wire rope extending out of the winch is connected with the tower barrel after passing through the cable wind diverting pulley and is used for stabilizing the tower barrel in the installation process.
2. The device for installing the wind power generation fan and the tower drum based on the jacking method as claimed in claim 1, wherein: 6 bearing support frames are arranged at the periphery of the tower drum foundation; wherein 4 bearing support frames are uniformly distributed on the upper half side of the tower drum foundation, and 2 bearing support frames are arranged on the lower half side of the tower drum foundation side by side; an opening is reserved between 2 bearing support frames arranged on the lower half side of the tower base, and the sliding platform guide rail extends to the outer portion of each bearing support frame from the corresponding opening.
3. The device for installing the wind power generation fan and the tower drum based on the jacking method as claimed in claim 1, wherein: the 6 bearing support frames are connected together through connecting beams.
4. The device for installing the wind power generation fan and the tower drum based on the jacking method as claimed in claim 1, wherein: and the top and the bottom of the jacking jack are respectively provided with an upper clamp holder and a lower clamp holder which are used for fixing the steel strand.
5. The device for installing the wind power generation fan and the tower drum based on the jacking method as claimed in claim 1, wherein: the bearing support frame is a truss support column, and the cross section of the bearing support frame is an equilateral triangle.
6. A construction method for installing a wind driven generator and a tower barrel is characterized by comprising the following steps:
1) foundation construction: completing construction of a tower foundation, a guide rail mounting platform foundation, a bearing support frame foundation and a cable wind anchor foundation at a tower installation point of the wind power generation fan; the bearing support frame foundation is arranged around the tower drum foundation, and the cable wind anchor foundation is arranged on the periphery of the bearing support frame foundation;
2) the installation and construction of the bearing support frame, the sliding platform guide rail and the anti-inclination guide device are as follows: a bearing support frame is arranged on the basis of the bearing support frame, and a reinforced connecting beam is arranged on the top surface of the bearing support frame; an anti-tilt guide device is arranged at one end of the reinforcing connecting beam close to the tower barrel foundation; installing a sliding platform guide rail on the tower drum base;
3) installation and construction of the cable wind anchor, the jacking jack, the steel strand, the vertical slide rail, the vertical slide block and the vertical sliding frame: installing a cable wind anchor at the outer side of the bearing support frame; one end of the cable wind anchor is connected to the bearing support frame, and the other end of the cable wind anchor is connected with a cable wind anchor foundation; installing a jacking jack on the top surface of the reinforcing connecting beam; installing a steel strand in the middle of the jacking jack; the steel strand vertically extends downwards to be connected with the sliding frame; installing a sliding platform on the sliding platform guide rail;
4) installing a tower drum: the sliding platform is translated to the outer side of the tower drum foundation along the sliding platform guide rail, and the first section of tower drum is hoisted above the sliding platform; then, a locking beam and a sliding frame beam are arranged on the barrel body of the first section of tower barrel; then, the sliding platform and the second section of tower drum are translated to be under the first section of tower drum foundation; then, loosening the sliding frame beam on the barrel body of the first section of tower barrel, sliding the sliding frame beam to the butt joint position of the second section of tower barrel, installing a locking beam and the sliding frame beam on the second section of tower barrel, and screwing an inner flange between the first section of tower barrel and the second section of tower barrel; finally, the locking beams of the two sections of tower drums are loosened; the locking beam and the carriage beam penetrate through the tower barrel so as to stabilize the tower barrel;
5) jacking sliding frame beams and a tower drum: starting the jacking jack, jacking the sliding frame beam and the tower barrel; after the tower drum is jacked, the step 4) is carried out again, then the jacking jack is started, the tower drum is jacked, and the two sections of tower drums are connected together; when the last tower barrel section slides to the hoisting position and is bolted, the sliding platform is moved away; and the sliding platform guide rail and the bearing support frame are disassembled;
6) installing a fan cabin and blades: hoisting the fan cabin to the top end of the tower barrel by using a truck crane; installing a derrick mast type crane on the top surface of the fan cabin; when the mounting hole for mounting the lifting cantilever beam reaches the height of the bearing platform, the mounting hole of the cantilever beam is well sealed by a sealing cover plate; installing blades of a fan one by one through a derrick mast crane; and after the blades are installed, the derrick cranes are dismantled.
7. The construction method for installing the wind power generator and the tower barrel as claimed in claim 5, wherein: the hoisting of the tower drum in the steps 4) and 5) integrally divides the tower drum into two ends for jacking and installation, and comprises the following steps:
1) the whole tower barrel is averagely divided into standard tower barrel sections with the height of 5 meters; when each section of tower drum standard section is lifted from the sliding platform, the section of tower drum standard section is lifted to the height of 5.1 meters away from the sliding platform from the bottom;
2) jacking the top surface of the tower drum standard section at the topmost section until the height exceeds the bearing platform by about 5 m, completing jacking and mounting of the first section of tower drum, and mounting a fan cabin; and after the fan engine room is installed, the standard tower barrel section is continuously jacked and installed until the height of the tower barrel reaches the standard.
8. The construction method for installing the wind power generator and the tower barrel as claimed in claim 5, wherein: the step 6) of installing the blades of the fan one by one through the derrick mast crane comprises the following steps:
1) after the fan engine room is installed, two blades are installed above the fan engine room; the two blades are inclined upwards;
2) when the height of the tower barrel rises to the height which can be just used for installing the third blade, the third blade is installed below the wind turbine cabin, and the direction of the blade is vertical downwards.
CN202210528125.6A 2022-05-16 2022-05-16 Device for mounting wind power generation fan and tower drum and construction method thereof Withdrawn CN114856922A (en)

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Application Number Priority Date Filing Date Title
CN202210528125.6A CN114856922A (en) 2022-05-16 2022-05-16 Device for mounting wind power generation fan and tower drum and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210528125.6A CN114856922A (en) 2022-05-16 2022-05-16 Device for mounting wind power generation fan and tower drum and construction method thereof

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CN114856922A true CN114856922A (en) 2022-08-05

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115450120A (en) * 2022-09-01 2022-12-09 中铁二十四局集团江苏工程有限公司 Long-span walking type steel box girder pushing construction equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115450120A (en) * 2022-09-01 2022-12-09 中铁二十四局集团江苏工程有限公司 Long-span walking type steel box girder pushing construction equipment
CN115450120B (en) * 2022-09-01 2023-09-01 中铁二十四局集团江苏工程有限公司 Large-span walking type steel box girder pushing construction equipment

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Application publication date: 20220805