CN109707570A - A kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube - Google Patents

A kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube Download PDF

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Publication number
CN109707570A
CN109707570A CN201810716943.2A CN201810716943A CN109707570A CN 109707570 A CN109707570 A CN 109707570A CN 201810716943 A CN201810716943 A CN 201810716943A CN 109707570 A CN109707570 A CN 109707570A
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CN
China
Prior art keywords
lattice
tower
concrete filled
steel tube
pylon
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810716943.2A
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Chinese (zh)
Inventor
周绪红
王宇航
唐浩渊
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Chongqing University
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Chongqing University
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Priority to CN201810716943.2A priority Critical patent/CN109707570A/en
Publication of CN109707570A publication Critical patent/CN109707570A/en
Pending legal-status Critical Current

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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/72Wind turbines with rotation axis in wind direction
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/70Wind energy
    • Y02E10/727Offshore wind turbines

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  • Wind Motors (AREA)

Abstract

The invention discloses a kind of hybrid blower fan pylons of prefabricated PC lattice concrete filled steel tube, are related to Offshore Wind Power Generation Technology field.The system includes blower, top tower, annular steel box-girder, lattice tower, basis.The annular steel box-girder replacement of the horizontal bars of the topmost of the lattice tower;The structure arranges a Fans in the tower of top.The lattice tower is lattice column, and each limb part is pre-stressed steel pipe concrete, and using post stretching, limb part can be segmented according to its length, and flanged joint is used between each section.Pylon is lattice column, can significantly reduce the wind load acted on pylon, and each rod piece is primarily subjected to axial force, and so as to make full use of the intensity of material, limb part uses concrete filled steel tube, can reduce the dosage of steel.Structure simple structure, stability are good, are a kind of completely new offshore wind turbine pylon forms, and structural system all uses assembling mode of construction, are remarkably improved construction efficiency, reduce operating expenses.

Description

A kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube
Technical field
The present invention relates to Offshore Wind Power Generation Technology fields.
Background technique
The wind-powered electricity generation energy is a kind of pollution-free, reproducible clean energy resource.Compared with the land wind-powered electricity generation energy, the offshore wind farm energy With wind turbine power generation amount, high, single machine installed capacity is bigger, fan operation is more stable, wind power plant construction is excellent without land occupation etc. Gesture starts the extensive concern by national energy authorities and industry in recent years.
The size of blower is increasing in recent years, and required tower height and diameter are also increasing, and traditional blower is more Using the tower of steel flanged beam, this tower wind area is larger, and material utilization amount is more, therefore, wide in order to sufficiently develop China Marine wind energy resource, reduce tower load and material utilization amount, need to make improvements conventional tower cartridge form, the property developed It can optimal tower form.
Summary of the invention
Present invention synthesis proposes a kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube: pylon is lattice Structure formula column can significantly reduce the wind load acted on pylon, and each rod piece is primarily subjected to axial force, so as to make full use of material Intensity, limb part use concrete filled steel tube, the dosage of steel can be reduced, and prestressing force is applied to it, improve its tensile property.Knot Structure simple structure, vertical and overall stability are good, are a kind of completely new offshore wind turbine pylon forms, structural system is all using dress With mode of construction is changed, it is remarkably improved construction efficiency, guarantees construction quality, reduce working measure expense.
Technical scheme is as follows:
A kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube.The structure includes blower, upper column Cylinder, annular steel box-girder, lattice tower, basis.The direct injection basis in each limb part lower part of the lattice tower, topmost The annular steel box-girder replacement of horizontal bars, annular steel box-girder is bolted with top tower;The structure is in upper column A Fans are arranged on cylinder.
The lattice tower is lattice column, and each limb part is pre-stressed steel pipe concrete, using post stretching, and it is pre- The duct of tensioned prestressing bar has been stayed, presstressed reinforcing steel is worn in duct, limb part can be segmented according to its length, be adopted between each section Use flanged joint;It, which respectively sews bar, to be empty steel pipe or concrete filled steel tube.
The present invention has the advantages that compared with the existing technology
(1) pylon is lattice column, can reduce the dosage of material, and rod piece is primarily subjected to axial tension or pressure, so as to The intensity of material is made full use of, while lattice tower wind-engaging Loading Area is small, the wind lotus acted on pylon can be significantly reduced It carries;
(2) the limb part of lattice tower use concrete filled steel tube, can effectively reduce steel pipe thickness, reduce welding workload, Reduce steel using amount;
(3) structural system all uses assembling mode of construction, is remarkably improved construction efficiency, guarantees construction quality, drop Low working measure expense.
Detailed description of the invention
Fig. 1 is overall schematic of the invention;
Fig. 2 is the schematic diagram of middle and upper part tower of the present invention;
Fig. 3 is the schematic diagram of annular steel box-girder in the present invention;
Fig. 4 is the schematic diagram and sectional view of lattice tower in the present invention;
Fig. 5 is the schematic diagram of limb part flanged joint in the present invention;
Fig. 6 is limb part cross-sectional view in the present invention;
In figure: 1- blower, the top 2- tower, 3- annular steel box-girder, 4- lattice tower, the basis 5-, 6- bolt hole, 7- Limb part, 8- sew bar, 9- ring flange, 10- bolt, 11- floor, 12- reserving hole channel, 13- presstressed reinforcing steel.
Specific embodiment
Below in conjunction with attached drawing, the invention will be further described.
As shown in Figure 1, a kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube, is related to Oversea wind Technical field of power generation.The system includes blower (1), top tower (2), annular steel box-girder (3), lattice tower (4), basis (5).The direct injection in each limb part (7) lower part of the lattice tower (4) is basic (5), the horizontal bars annular of topmost Steel box-girder (3) replacement, and connect by annular steel box-girder (3) with top tower (2);Structure cloth on top tower (2) A Fans are set, limb part (7) can be segmented according to its length, and each limb part both ends are provided with ring flange (9), be used for each limb part Between flanged joint.
As shown in Figure 2 and Figure 3, it is connected by screw bolts between annular steel box-girder (3) and top tower (2), and has reserved spiral shell respectively Keyhole (6).
As shown in figure 4, using flanged joint between limb part (7), each limb part (7) both ends are provided with ring flange (9), flange Disk (9) surrounding is provided with floor (11), and is attached using bolt (10).
As shown in figure 5, limb part (7) uses pre-stressed steel pipe concrete, using post stretching, tensioning is provided in limb part (7) Reserving hole channel needed for presstressed reinforcing steel (12), and presstressed reinforcing steel (13) have been worn in duct.
The present invention provides a kind of hybrid blower fan pylons of prefabricated PC lattice concrete filled steel tube, and pylon is lattice Formula column, can significantly reduce the wind load acted on pylon, and limb part uses concrete filled steel tube, can reduce the dosage of steel, and right It applies prestressing force, improves its tensile property.Structure simple structure, vertical and overall stability are good, are a kind of completely new seas Blower fan pylon form, structural system all use assembling mode of construction, be remarkably improved construction efficiency, guarantee construction quality, Reduce working measure expense.
The above is only the preferred embodiments of the invention, but the invention is not limited to above-mentioned specific implementations Scheme.One skilled in the relevant art without departing from the principle of the present invention, can also make several modifications, supplement Or use similar fashion substitution instead, these should also be regarded as protection scope of the present invention.
Although being used more herein: 1- blower, the top 2- tower, 3- annular steel box-girder, 4- lattice tower, 5- base Plinth, 6- bolt hole, 7- limb part, 8- sew bar, 9- ring flange, 10- bolt, 11- floor, 12- reserving hole channel, 13- presstressed reinforcing steel etc. Term, but a possibility that be not precluded using other terms.The use of these items is only for be more convenient to describe and explain Essence of the invention, being construed as any additional limitation all is disagreed with spirit of the invention.

Claims (4)

1. a kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube is related to Offshore Wind Power Generation Technology neck Domain.The system includes blower (1), top tower (2), annular steel box-girder (3), lattice tower (4), basic (5).The lattice The direct injection in each limb part (7) lower part of structure formula pylon (4) is basic (5), and the horizontal bars of topmost are replaced with annular steel box-girder (3) It changes, and is connect by annular steel box-girder (3) with top tower (2);The structure arranges a Fans on top tower (2).
2. the hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube according to claim 1, feature exist In: it is connected by screw bolts between annular steel box-girder (3) and top tower (2), and has reserved bolt hole (6) respectively.
3. the hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube according to claim 1, feature exist In: the lattice tower (4) is lattice column, and each limb part (7) is pre-stressed steel pipe concrete, using post stretching, and The duct (12) for having reserved tensioned prestressing bar, wears presstressed reinforcing steel (13) in duct (12), and respectively sewing bar (8) can be empty steel Pipe or concrete filled steel tube.
4. the hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube according to claim 1, feature exist In: limb part (7) can be segmented according to its length, flanged joint be used between each section, each limb part (7) both ends are provided with flange Disk (9), ring flange (9) surrounding are provided with floor (11), and are attached using bolt (10).
CN201810716943.2A 2018-07-03 2018-07-03 A kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube Pending CN109707570A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810716943.2A CN109707570A (en) 2018-07-03 2018-07-03 A kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube

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CN201810716943.2A CN109707570A (en) 2018-07-03 2018-07-03 A kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112177857A (en) * 2020-09-03 2021-01-05 重庆大学 Prestressed hollow sandwich concrete-filled steel tube lattice type hybrid tower and production and installation method thereof
CN113513450A (en) * 2021-08-20 2021-10-19 中国华能集团清洁能源技术研究院有限公司 Fan structure and platform supporting seat for stress diffusion thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004020480A1 (en) * 2004-04-26 2005-11-10 Siag Schaaf Industrie Aktiengesellschaft Mast for wind powered generator has a hybrid construction with a framework pylon supporting an upper tubular mast
DE102006056274A1 (en) * 2006-11-27 2008-05-29 Repower Systems Ag Tower of a wind turbine
CN102102643A (en) * 2011-03-31 2011-06-22 哈尔滨工业大学 Lattice hollow-concrete-filled steel tube tower for wind generating set
US20140083022A1 (en) * 2012-09-21 2014-03-27 Eurostal Oy Hybrid tower structure and method for building the same
US20150218840A1 (en) * 2012-07-25 2015-08-06 Thyssenkrupp Steel Europe Ag Modular tower for a wind power plant
CN106979131A (en) * 2017-05-04 2017-07-25 青岛中天斯壮科技有限公司 It is a kind of wind power generation stepped
CN208633991U (en) * 2018-07-03 2019-03-22 重庆大学 A kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004020480A1 (en) * 2004-04-26 2005-11-10 Siag Schaaf Industrie Aktiengesellschaft Mast for wind powered generator has a hybrid construction with a framework pylon supporting an upper tubular mast
DE102006056274A1 (en) * 2006-11-27 2008-05-29 Repower Systems Ag Tower of a wind turbine
CN102102643A (en) * 2011-03-31 2011-06-22 哈尔滨工业大学 Lattice hollow-concrete-filled steel tube tower for wind generating set
US20150218840A1 (en) * 2012-07-25 2015-08-06 Thyssenkrupp Steel Europe Ag Modular tower for a wind power plant
US20140083022A1 (en) * 2012-09-21 2014-03-27 Eurostal Oy Hybrid tower structure and method for building the same
CN106979131A (en) * 2017-05-04 2017-07-25 青岛中天斯壮科技有限公司 It is a kind of wind power generation stepped
CN208633991U (en) * 2018-07-03 2019-03-22 重庆大学 A kind of hybrid blower fan pylon of prefabricated PC lattice concrete filled steel tube

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
李斌;杨晓云;高春彦;: "风力发电机锥台型塔筒和格构式塔架的抗震性能试验研究与对比分析", 建筑结构学报, no. 1, pages 161 - 166 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112177857A (en) * 2020-09-03 2021-01-05 重庆大学 Prestressed hollow sandwich concrete-filled steel tube lattice type hybrid tower and production and installation method thereof
CN112177857B (en) * 2020-09-03 2024-06-25 重庆大学 Prestressed hollow sandwich steel pipe concrete lattice type hybrid tower and production and installation method thereof
CN113513450A (en) * 2021-08-20 2021-10-19 中国华能集团清洁能源技术研究院有限公司 Fan structure and platform supporting seat for stress diffusion thereof

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Application publication date: 20190503