CN108946509A - A kind of large-scale wind driven generator is from rising tower crane construction method - Google Patents

A kind of large-scale wind driven generator is from rising tower crane construction method Download PDF

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Publication number
CN108946509A
CN108946509A CN201811157343.3A CN201811157343A CN108946509A CN 108946509 A CN108946509 A CN 108946509A CN 201811157343 A CN201811157343 A CN 201811157343A CN 108946509 A CN108946509 A CN 108946509A
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China
Prior art keywords
tower crane
tower
section
crane
installation
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CN201811157343.3A
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Inventor
丁效武
丁志文
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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Priority to CN201811157343.3A priority Critical patent/CN108946509A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00Other constructional features or details
    • B66C13/04Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
    • B66C13/08Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Wind Motors (AREA)

Abstract

The invention discloses a kind of large-scale wind driven generators to rise tower crane construction method certainly, by tower crane section, standard section of tower crane, tower crane jacking section, jacking cylinder, tower crane counter-jib, crane arm, trolley, crampon, connection support, draught fan impeller, cabin, tower, blower concrete foundation, tower crane pedestal connects frame and blower foundation ring composition, its pre-buried tower crane pedestal connection frame when being poured using wind driven generator base, then again before blower fan tower barrel installation, self-elevating tower crane assembling is finished using whipline, self-elevating tower crane and whipline cooperation is recycled to complete blower fan tower barrel, cabin, the assembling of impeller is installed.The present invention solves the problems, such as to install in the special environment conditions large-scale wind driven generator such as mountain area, beach, coastal, has easy for construction, and speed of application is fast, investment reduction, the advantages that reducing cost, improves wind-driven generator installation effectiveness.

Description

A kind of large-scale wind driven generator is from rising tower crane construction method
Technical field
The present invention relates to field of new energy technologies, specially a kind of large-scale wind driven generator rises tower crane construction method certainly.
Background technique
With increasingly deficient and science and technology the rapid development of world energy sources, requirement of the people to environmental protection in addition, People are striving to find a kind of renewable, environmentally friendly, clean green energy resource that can substitute the energy such as petroleum, natural gas.Wind energy is A kind of current most promising new energy, it is the inexhaustible energy or a kind of cleaning, without dirt Dye, reproducible green energy resource.
China is the highest country of wind resource occupation rate in the world, and utilizes the country of wind energy earliest in the world One, according to statistics, 10m height layer wind energy resources total amount in China is 3226GW, wherein land wind energy total amount of exploiting is 253GW, in addition Oversea wind resource, China can utilize the nearly 1000GW of wind resource.If wind resource rate of exploitation reaches 60%, Only wind power generation one just can support the current whole electricity needs in China.
With Chinese large-sized Wind turbines develop work accelerate, originally large-scale wind electricity unit substantially rely on into Mouthful, by developing for many years, nowadays, the main component of large-scale wind electricity unit realizes production domesticization substantially, meanwhile, with Wind-driven generator manufactures the progress of technology, and wind-driven generator manufacture is increasing, from original 1MW, 1.5MW, 2MW etc., development To current 2.5MW, 3MW, 3.6MW, 6MW etc., blade is increasingly longer, increasing, and assembling height is higher and higher, by original 60m, 70m, 80m, the 90m ... come, develops to current 120m, 140m, 160m ..., therefore, in the complex environments such as mountain area, coastal The installation of large-scale wind driven generator equipment brings difficulty.
It investigated, looked into the wind power plant construction newly, being completed both at home and abroad at present, traditional wind-driven generator is usually used Installation method: i.e. crawler crane serves as hanging device leading role, autocrane stooge.But with mounting height Higher and higher, the large caterpillar needed is increasing, is increasingly difficult to meet, and at high cost.This construction method exist with Lower disadvantage: 1, the shortcoming of giant caterpillar formula crane is that in assembled boom, required place is larger, for example boom has 100 Rice, required place is just at 100 meters or more, and on mountain or seashore is difficult to find suitable place splicing, and before crawler crane Phase assembling is very cumbersome, is not suitable for using in the situation with a varied topography of the fields such as mountain area, forest zone, coastal;2, the wind-powered electricity generation peace in China Dress is general all under complex environment, and the every lifting for completing a place of giant caterpillar formula crane requires fission and transports down One job site, is assembled again, thus efficiency is very low, unfavorable save the cost;3, certainly due to giant caterpillar formula crane Great, transition transport is high for wind power plant rto request, cost of idleness.4, wind-driven generator installation period, duration are influenced Long, work efficiency is low.
Summary of the invention
The purpose of the present invention is to provide a kind of large-scale wind driven generators from tower crane construction method is risen, and is suitable for coastal, mountain The installation of the large-scale wind driven generator of the various complicated environmental conditions such as area, accelerates construction speed, reduces cost, investment reduction, To solve complex condition mentioned above in the background art, the higher and higher construction of large-scale wind driven generator mounting height is difficult Topic.
To achieve the above object, the invention provides the following technical scheme:
A kind of large-scale wind driven generator is from rising tower crane construction method, comprising the following steps:
Step 1: when being poured blower concrete foundation, tower crane pedestal connection frame and blower foundation ring being embedded in mixed In solidifying soil, to install self-elevating tower crane;
Step 2: tower crane section is connect frame use by installation self-elevating tower crane base section with pre-buried tower crane pedestal High-strength bolt is fixedly connected;
Step 3: tower crane is saved high-strength bolt and is fixedly connected with standard section of tower crane by installation standard section of tower crane;
Step 4: installation tower crane jacking section, and jacking cylinder is fixed on tower crane jacking section, using high-strength bolt by tower crane Standard knot is fixedly connected with tower crane jacking section;
Step 5: tower crane jacking section is fixedly connected by installation tower crane tower cap section with high-strength bolt with tower crane tower cap section;
Step 6: installation tower crane counter-jib is sling ground tower crane counter-jib one end with whipline, with pin shaft and tower Body connection;
Step 7: installation tower crane crane arm utilizes whipline on ground, tower crane crane arm group is installed, then use auxiliary hanging Vehicle slings one end, is connect with pin shaft with tower body, while installing crane arm traction rope, and according to tower crane crane arm weight, length, Counter-jib counterweight and counter-jib traction rope are installed,
Step 8: installation trolley and crampon;
Step 9: checking that electrically, debugging, test run finishes;
Step 10: carrying out Fan Equipment installation;Tower barrel base section is installed first, is matched using from liter tower crane with whipline It closes, crampon suspender belt is connect with tower barrel base section top, whipline is connect with tower barrel base section lower end, is made simultaneously Industry, raising crampon, whipline slowly cooperate, and when tower barrel base section is at plumbness, unclamp the suspension hook of whipline, Tower barrel base section is slowly lifted on blower foundation ring by tower crane, is fixedly connected with high-strength bolt;
Step 11: the second section of tower, tower third section successively being installed according to same method in step, in entire tower height After 50m, tower crane installs a support connector every 10m, is divided into the first connection support, the second connection from bottom to up Support, third connection support, for connecting tower crane and the tower of installation, improve the monolithic stability of self-elevating tower crane;
Step 12: with the raising of mounting height, tower crane jacks the jacking cylinder on section for tower when in use, by tower crane Body slowly jacks, and successively increases standard section of tower crane, so that entire tower crane increases, while the connection support for installing tower crane makes itself and tower Cylinder is fixed with bolt;
Step 13: installation fan engine room is connect with fan engine room by suspender belt using the crampon of tower crane, is slowly promoted Fan engine room makes it promote the top for arriving tower third section, is fixedly connected with high-strength bolt with tower third section;
Step 14: installation draught fan impeller is first located in barnyard and assembles blade and wheel hub to form draught fan impeller, then, benefit It is mounted on wheel hub with the crampon of tower crane and whipline coordinating operation, tower crane by suspender belt, whipline passes through suspender belt It is mounted on the third blade of draught fan impeller, is slowly promoted, until third blade state in a vertical shape, unclamps whipline, Crampon continues to lift up, and is promoted and arrives fan engine room position, is slowly aligned, fixed by high-strength bolt, Panasonic's crampon is complete At the installation of entire Fan Equipment.
Preferably, including by tower crane section, standard section of tower crane, tower crane jacking section, counter-jib counterweight, tower crane counter-jib, Tower crane tower cap section, counter-jib traction rope, crane arm traction rope, tower crane crane arm, trolley, crampon, suspender belt, first connect Connect support, the second connection support, third connection support, draught fan impeller, fan engine room, tower third section, the second section of tower, tower Base section, jacking cylinder, blower concrete foundation, tower crane pedestal connection frame and blower foundation ring composition.
Preferably, the first connection support, the second connection support, third connection support connect frame with tower crane pedestal It is welded by 20# channel steel.
Preferably, the size of the tower crane pedestal connection frame matches with tower crane section, successively adopts during installation It is attached with the high-strength bolt of M30mm.
Compared with prior art, the beneficial effects of the present invention are:
It is various to be suitable for coastal, mountain area etc. from tower crane construction method is risen for a kind of large-scale wind driven generator provided by the invention The installation of the large-scale wind driven generator of complicated environmental condition is solved in the special environment conditions large size wind such as mountain area, beach, coastal The problem of power generator installation, has easy for construction, and speed of application is fast, investment reduction, the advantages that reducing cost, improves wind-force Generator installation effectiveness.
Detailed description of the invention
Fig. 1 is blower foundation sectional view of the invention;
Fig. 2 is blower fan tower barrel scheme of installation of the invention;
Fig. 3 is fan engine room scheme of installation of the invention;
Fig. 4 is draught fan impeller scheme of installation of the invention;
Fig. 5 is that tower crane pedestal of the invention connects mount structure figure;
Fig. 6 is blower foundation ring structure figure of the invention.
In figure: 1 tower crane section, 2 standard section of tower crane, 3 tower cranes jack section, 4 counter-jib counterweights, 5 tower crane counter-jibs, 6 towers Tower crane cap section, 7 counter-jib traction ropes, 8 crane arm traction ropes, 9 tower crane crane arms, 10 trolleys, 11 crampons, 12 are hung Band, 13 first connection supports, 14 second connection supports, 15 thirds connect support, 16 draught fan impellers, 17 fan engine rooms, 18 towers Third section, 19 the second sections of tower, 20 tower barrel base sections, 21 jacking cylinders, 22 blower concrete foundations, 23 tower crane pedestals connect Connect frame, 24 blower foundation rings.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1-6, in the embodiment of the present invention: a kind of large-scale wind driven generator from rising tower crane construction method, including with Lower step:
Step 1: when being poured blower concrete foundation 22, tower crane pedestal is connected into frame 23 and blower foundation ring 24 It is embedded in concrete, to install self-elevating tower crane;
Step 2: tower crane section 1 is connect by installation self-elevating tower crane base section 1 with pre-buried tower crane pedestal Frame 23 is fixedly connected with high-strength bolt;
Step 3: installation standard section of tower crane 2, i.e., by the high-strength bolt of tower crane section 1 and the fixed company of standard section of tower crane 2 It connects;
Step 4: installation tower crane jacking section 3, and jacking cylinder 21 is fixed on tower crane jacking section 3, it will using high-strength bolt Standard section of tower crane 2 is fixedly connected with tower crane jacking section 3;
Step 5: tower crane jacking section 3 is fixed with high-strength bolt with tower crane tower cap section 6 and is connected by installation tower crane tower cap section 6 It connects;
Step 6: installation tower crane counter-jib 5, i.e., tower crane counter-jib 5 one end in ground is sling with whipline, with pin shaft with Tower body connection;
Step 7: installation tower crane crane arm 9 utilizes whipline on ground, 9 groups of tower crane crane arm is installed, then with auxiliary Help crane, sling one end, connect with pin shaft with tower body, while crane arm traction rope 8 being installed, and according to 9 weight of tower crane crane arm, Length installs counter-jib counterweight 4 and counter-jib traction rope 7,
Step 8: installation trolley 10 and crampon 11;
Step 9: check that electrically, debugging, test run finishes;
Step 10: Fan Equipment installation is carried out;Tower barrel base section 20 is installed first, is matched using from liter tower crane with whipline It closing, crampon 11 is connect with suspender belt 12 with 20 top of tower barrel base section, whipline is connect with 20 lower end of tower barrel base section, Operation simultaneously, raising crampon 11, whipline slowly cooperates, and when tower barrel base section 20 is at plumbness, unclamps auxiliary Tower barrel base section 20 is slowly lifted on blower foundation ring 24, is fixedly connected with high-strength bolt by the suspension hook of crane, tower crane;
Step 11: the second section of tower 19, tower third section 18 are successively installed according to same method in step 10, entire After tower height is more than 50m, tower crane installs a support connector every 10m, is divided into the first connection from bottom to up and supports 13, the second connection support 14, third connection support 15, for connecting tower crane and the tower of installation, improve self-lifting type tower The monolithic stability hung;
Step 12: with the raising of mounting height, tower crane when in use, passes through the jacking cylinder on tower crane jacking section 3 21 slowly jack tower body, successively increase standard section of tower crane 2, so that entire tower crane increases, while installing the connection support of tower crane Fix it with bolt with tower;
Step 13: installation fan engine room 17 is connected using the crampon 11 of tower crane by suspender belt 12 and fan engine room 17 It connects, slowly promotes fan engine room 17, it is made to promote the top for arriving tower third section 18, it is solid with high-strength bolt and tower third section 18 Fixed connection;
Step 14: installation draught fan impeller 16 is first located in barnyard and assembles blade and wheel hub to form draught fan impeller 16, so Afterwards, using tower crane and whipline coordinating operation, the crampon 11 of tower crane is mounted on wheel hub by suspender belt 12, whipline It is mounted on the third blade of draught fan impeller 16 by suspender belt 12, is slowly promoted, until third blade state in a vertical shape, pine Whipline is opened, crampon 11 continues to lift up, and it is promoted and arrives 17 position of fan engine room, be slowly aligned, fixed by high-strength bolt, Panasonic's crampon 11 completes the installation of entire Fan Equipment.
Wherein, the component that entire work progress is related to saves 3 by tower crane section 1, standard section of tower crane 2, tower crane jacking, puts down Weighing apparatus arm counterweight 4, tower crane tower cap section 6, counter-jib traction rope 7, crane arm traction rope 8, tower crane crane arm 9, rises tower crane counter-jib 5 Weight trolley 10, crampon 11, the connection of suspender belt 12, first the 13, second connection of support support 14, third connection support 15, blower Impeller 16, fan engine room 17, tower third section 18, the second section of tower 19, tower barrel base section 20, jacking cylinder 21, blower coagulation Earth foundation 22, tower crane pedestal connection frame 23 and blower foundation ring 24 form, and principle: are poured using wind driven generator base When pre-buried self-elevating tower crane sole plate connect frame 23, then again before blower fan tower barrel installation, using whipline by self-lifting type tower It hangs assembling to finish, the assembling for recycling self-elevating tower crane and whipline cooperation to complete blower fan tower barrel, cabin, impeller is installed.
Specifically, self-elevating tower crane is by tower crane section 1, standard section of tower crane 2, tower crane counter-jib 5, tower crane crane arm 9, top The compositions such as oil-lifting jar 21, trolley 10, crampon 11 and tower crane connection strut in advance will when casting blower foundation Tower crane pedestal connection frame 23 is embedded in blower concrete foundation 22, and tower crane pedestal connects frame 23 by 4 20# channel steels It is welded, size matches with tower crane section 1, before blower fan tower barrel installation, using whipline, by self-elevating tower crane group It loads, when assembling, tower crane section 1 is connect to the high-strength bolt of the diameter M30mm of frame 23 with pre-buried tower crane pedestal Connection, and standard section of tower crane 2 is successively installed, tower crane jacking section 3, tower crane tower cap section 6, tower crane counter-jib 5, tower crane crane arm 9, is risen Weight trolley 10, crampon 11 etc. are cooperated using self-elevating tower crane and whipline, blower fan tower barrel installation are carried out, with tower Mounting height increases, self-elevating tower crane with increasing, meanwhile, tower crane with blower fan tower barrel assists first connect support 13, Second connection support 14,15 connection of third connection support then carry out next section tower peace to improve its tower crane overall stability The assembling installation of dress, cabin, impeller.
In summary: a kind of large-scale wind driven generator provided by the invention is suitable for coastal, mountain from tower crane construction method is risen The installation of the large-scale wind driven generator of the various complicated environmental conditions such as area, which solve in the particular surroundings such as mountain area, beach, coastal The problem of condition large-scale wind driven generator installation, has easy for construction, and speed of application is fast, investment reduction, the advantages that reducing cost, Improve wind-driven generator installation effectiveness.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto, Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.

Claims (4)

1. a kind of large-scale wind driven generator rises tower crane construction method certainly, which comprises the following steps:
Step 1): when being poured blower concrete foundation (22), by tower crane pedestal connection frame (23) and blower foundation ring (24) it is embedded in concrete, to install self-elevating tower crane;
Step 2): tower crane section (1) is connect by installation self-elevating tower crane base section (1) with pre-buried tower crane pedestal Frame (23) is fixedly connected with high-strength bolt;
Step 3): installation standard section of tower crane (2) connects tower crane section (1) with high-strength bolt and standard section of tower crane (2) are fixed It connects;
Step 4): installation tower crane jacking section (3), and jacked in tower crane and fix jacking cylinder (21) on section (3), using high-strength bolt Standard section of tower crane (2) is jacked section (3) with tower crane to be fixedly connected;
Step 5): tower crane is jacked section (3) with high-strength bolt and tower crane tower cap section (6) is fixed and connected by installation tower crane tower cap section (6) It connects;
Step 6): installation tower crane counter-jib (5), i.e., ground tower crane counter-jib (5) one end is sling with whipline, with pin shaft with Tower body connection;
Step 7): installation tower crane crane arm (9) utilizes whipline on ground, tower crane crane arm (9) group is installed, then with auxiliary Crane is helped, one end is sling, is connect with pin shaft with tower body, while crane arm traction rope (8) being installed, and according to tower crane crane arm (9) Weight, length install counter-jib counterweight (4) and counter-jib traction rope (7),
Step 8): installation trolley (10) and crampon (11);
Step 9): check that electrically, debugging, test run finishes;
Step 10): Fan Equipment installation is carried out;Tower barrel base section (20) are installed first, are matched using from liter tower crane with whipline It closes, crampon (11) is connect with suspender belt (12) with tower barrel base section (20) top, whipline and tower barrel base section (20) Lower end connection, while operation, raising crampon (11), whipline slowly cooperates, to tower barrel base section (20) at vertical configuration When state, the suspension hook of whipline is unclamped, tower barrel base section (20) is slowly lifted on blower foundation ring (24) by tower crane, and use is high-strength Bolt is fixedly connected;
Step 11): the second section of tower (19), tower third section (18) are successively installed according to same method in step 10), entire After tower height is more than 50m, tower crane installs a support connector every 10m, is divided into the first connection from bottom to up and supports (13), second support (14), third connection support (15) are connected, for connecting tower crane and the tower of installation, improved certainly The monolithic stability of lift-type tower crane;
Step 12): with the raising of mounting height, tower crane jacks the jacking cylinder (21) on section (3) when in use, by tower crane Tower body is slowly jacked, standard section of tower crane (2) are successively increased, so that entire tower crane increases, while the connection support of tower crane being installed Fix it with bolt with tower;
Step 13): installation fan engine room (17) passes through suspender belt (12) and fan engine room (17) using the crampon (11) of tower crane Connection slowly promotes fan engine room (17), so that it is promoted the top for arriving tower third section (18), with high-strength bolt and tower third Section (18) is fixedly connected;
Step 14): installation draught fan impeller (16) is first located in barnyard and assembles blade and wheel hub to form draught fan impeller (16), so Afterwards, using tower crane and whipline coordinating operation, the crampon (11) of tower crane is mounted on wheel hub by suspender belt (12), is assisted Crane is mounted on the third blade of draught fan impeller (16) by suspender belt (12), is slowly promoted, until third blade is in perpendicular Straight state unclamps whipline, and crampon (11) continues to lift up, and is promoted and arrives fan engine room (17) position, is slowly aligned, pass through High-strength bolt is fixed, and Panasonic's crampon (11) completes the installation of entire Fan Equipment.
2. a kind of large-scale wind driven generator as described in claim 1 rises tower crane construction method certainly, which is characterized in that including by tower Hang base section (1), standard section of tower crane (2), tower crane jacking section (3), counter-jib counterweight (4), tower crane counter-jib (5), tower crane tower cap Save (6), counter-jib traction rope (7), crane arm traction rope (8), tower crane crane arm (9), trolley (10), crampon (11), suspender belt (12), the first connection support (13), the second connection support (14), third connection support (15), draught fan impeller (16), fan engine room (17), tower third section (18), the second section of tower (19), tower barrel base section (20), jacking cylinder (21), Blower concrete foundation (22), tower crane pedestal connection frame (23) and blower foundation ring (24) composition.
3. a kind of large-scale wind driven generator as described in claim 1 rises tower crane construction method certainly, which is characterized in that described first Connection support (13), the second connection support (14), third connection support (15) connect frame (23) with tower crane pedestal by 20# Channel steel is welded.
4. a kind of large-scale wind driven generator as claimed in claim 3 rises tower crane construction method certainly, which is characterized in that the tower crane The size of sole plate connection frame (23) matches with tower crane section (1), successively uses the high-strength bolt of M30mm during installation It is attached.
CN201811157343.3A 2018-09-30 2018-09-30 A kind of large-scale wind driven generator is from rising tower crane construction method Pending CN108946509A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110043429A (en) * 2019-05-22 2019-07-23 中国十七冶集团有限公司 A kind of large-scale wind driven generator single blade mounting process construction method
CN110173397A (en) * 2019-05-29 2019-08-27 中国十七冶集团有限公司 A kind of installation method partly latent for refuting crawler crane sea large-scale wind driven generator
CN111891936A (en) * 2020-06-10 2020-11-06 武汉船用机械有限责任公司 Hoisting device for offshore wind turbine maintenance
CN115434355A (en) * 2022-07-08 2022-12-06 中国十七冶集团有限公司 Self-lifting tower crane foundation for soft foundation of coastal mudflat and tower crane installation method
CN116464607A (en) * 2023-05-29 2023-07-21 河南金利重工科技有限公司 Lifting construction method and structure of wind power generation equipment

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011076648A1 (en) * 2011-05-27 2012-11-29 Max Bögl Wind AG Method for erecting a wind turbine
CN107686062A (en) * 2017-08-02 2018-02-13 中建三局集团有限公司 A kind of self-elevating tower crane of variable-angle
CN107777587A (en) * 2016-08-29 2018-03-09 彭龙喜 A kind of tower crane assembly technology
CN108190765A (en) * 2018-03-20 2018-06-22 太原科技大学 A kind of high tower Wind turbines lifting tire chassis derrick crane

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011076648A1 (en) * 2011-05-27 2012-11-29 Max Bögl Wind AG Method for erecting a wind turbine
CN107777587A (en) * 2016-08-29 2018-03-09 彭龙喜 A kind of tower crane assembly technology
CN107686062A (en) * 2017-08-02 2018-02-13 中建三局集团有限公司 A kind of self-elevating tower crane of variable-angle
CN108190765A (en) * 2018-03-20 2018-06-22 太原科技大学 A kind of high tower Wind turbines lifting tire chassis derrick crane

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110043429A (en) * 2019-05-22 2019-07-23 中国十七冶集团有限公司 A kind of large-scale wind driven generator single blade mounting process construction method
CN110173397A (en) * 2019-05-29 2019-08-27 中国十七冶集团有限公司 A kind of installation method partly latent for refuting crawler crane sea large-scale wind driven generator
CN111891936A (en) * 2020-06-10 2020-11-06 武汉船用机械有限责任公司 Hoisting device for offshore wind turbine maintenance
CN111891936B (en) * 2020-06-10 2023-06-27 武汉船用机械有限责任公司 Lifting device for maintaining offshore wind turbine
CN115434355A (en) * 2022-07-08 2022-12-06 中国十七冶集团有限公司 Self-lifting tower crane foundation for soft foundation of coastal mudflat and tower crane installation method
CN116464607A (en) * 2023-05-29 2023-07-21 河南金利重工科技有限公司 Lifting construction method and structure of wind power generation equipment
CN116464607B (en) * 2023-05-29 2024-02-02 河南金利重工科技有限公司 Lifting construction method and structure of wind power generation equipment

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Application publication date: 20181207