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CN103147935A - Tower barrel of wind power generator unit and wind power generator unit - Google Patents

Tower barrel of wind power generator unit and wind power generator unit Download PDF

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Publication number
CN103147935A
CN103147935A CN2013101004950A CN201310100495A CN103147935A CN 103147935 A CN103147935 A CN 103147935A CN 2013101004950 A CN2013101004950 A CN 2013101004950A CN 201310100495 A CN201310100495 A CN 201310100495A CN 103147935 A CN103147935 A CN 103147935A
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section
tower
tower cylinder
cylinder
tower barrel
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CN2013101004950A
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Inventor
向际超
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XEMC Windpower Co Ltd
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XEMC Windpower Co Ltd
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Priority to CN2013101004950A priority Critical patent/CN103147935A/en
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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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P70/00Climate change mitigation technologies in the production process for final industrial or consumer products
    • Y02P70/50Manufacturing or production processes characterised by the final manufactured product

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Abstract

The invention relates to a tower barrel of a wind power generator unit. The tower barrel comprises a tower barrel section and a tower barrel bottom reinforced concrete section, wherein the tower barrel section comprises one or more than one tower barrel assembly section, each tower barrel assembly section comprises a tower barrel upper assembly section, a tower barrel lower assembly section and at least one tower barrel middle assembly section, each tower barrel upper assembly section and each tower barrel lower assembly section are respectively arranged at the upper end and the lower end of each tower barrel assembly section, and the lower part of the tower barrel lower assembly section at the bottommost part of the tower barrel section is fixed together with the upper part of the tower barrel bottom reinforced concrete section. Since the sectional assembly method is adopted, the tower barrel is separated into the assembly sections of which the heights meet the transportation requirement during manufacturing, and then the assembly sections are assembled on site after being transported to a wind field, the difficult problem of land transportation of the tower barrel of a large wind power generator unit is solved. The invention also discloses the wind power generator unit.

Description

一种风力发电机组塔筒及风电发电机组Tower of a wind power generating set and wind power generating set

技术领域 technical field

本发明涉及一种风力发电领域,更具体地,涉及一种风力发电机组塔筒及包括这种塔筒的风电发电机组。 The present invention relates to the field of wind power generation, and more specifically, to a tower of a wind power generating set and a wind generating set including the tower.

技术背景 technical background

世界范围内,为了最大限度的利用有限的风能资源、土地资源和风电市场,风力发电机组向大功率、长叶片发展的趋势越来越迫切,但是随着风力发电机组功率的增大,风力发电机组塔筒的直径也越来越大,行业内5MW的风力发电机组塔筒底部直径一般大于6m,塔筒横放运输时,由于直径大,超过了很多收费站及高架桥的高度限制,这给陆上运输带来了极大的困难,因此,许多风场因为运输问题而不得被迫放弃大功率风电机组项目。 Worldwide, in order to maximize the use of limited wind energy resources, land resources and wind power markets, it is increasingly urgent for wind turbines to develop towards high-power and long blades. However, with the increase in the power of wind turbines, wind power generation The diameter of the unit tower is also getting larger and larger. The bottom diameter of the 5MW wind turbine tower in the industry is generally greater than 6m. When the tower is transported horizontally, due to the large diameter, it exceeds the height limit of many toll stations and viaducts. Land transportation has brought great difficulties. Therefore, many wind farms have to give up high-power wind turbine projects due to transportation problems.

发明内容 Contents of the invention

本发明的目的在于提供一种方便运输的风力发电机组塔筒及包括这种塔筒的风电发电机组。 The object of the present invention is to provide a conveniently transportable wind power generating set tower and a wind power generating set including the tower.

本发明的技术方案是:一种风力发电机组塔筒,其包括:塔筒段和塔筒底部钢筋混凝土段,所述塔筒段包括一个或一个以上的塔筒组段,所述塔筒组段包括塔筒上组装段、塔筒下组装段和至少一个塔筒中间组装段,塔筒上组装段和塔筒下组装段分别设在塔筒组段的上下两端,塔筒段最底部的塔筒下组装段的下部与塔筒底部钢筋混凝土段的上部固定在一起。 The technical solution of the present invention is: a wind power generator tower, which includes: a tower section and a reinforced concrete section at the bottom of the tower, the tower section includes one or more than one tower section, the tower section The section includes the upper assembly section of the tower tube, the lower assembly section of the tower tube and at least one middle assembly section of the tower tube. The lower part of the lower assembly section of the tower tube is fixed together with the upper part of the reinforced concrete section at the bottom of the tower tube.

优选地,所述塔筒上组装段、塔筒下组装段和塔筒中间组装段均由同轴的内钢筒和外钢筒组成,高强度预紧螺杆穿过塔筒上组装段、塔筒中间组装段和塔筒下组装段的内外钢筒之间将每个塔筒组段连接固定在一起。 Preferably, the upper assembly section of the tower, the lower assembly section of the tower, and the middle assembly section of the tower are all composed of a coaxial inner steel cylinder and an outer steel cylinder, and the high-strength pre-tightening screw passes through the upper assembly section of the tower, the tower Each tower tube section is connected and fixed together between the inner and outer steel tubes of the middle assembly section of the tower tube and the inner and outer steel tubes of the lower assembly section of the tower tube.

优选地,所述塔筒组段之间为法兰连接,所述塔筒组段的塔筒上组装段与塔筒下组装段是相同的,其中,最顶部的塔筒上组装段必须与机舱的连接方式相匹配,可以不同。 Preferably, the tower sections are connected by flanges, and the upper assembly section of the tower section is the same as the lower assembly section of the tower, wherein the uppermost assembly section of the tower must be the same as that of the lower assembly section. The way the cabin is connected matches and can be different.

优选地,高强度预紧螺杆穿过每个塔筒组段的内外钢筒之间,将整个塔筒段固定在一起。 Preferably, high-strength pre-tightening screws pass between the inner and outer steel cylinders of each tower section to fix the entire tower section together.

优选地,所述塔筒段的内外钢筒之间填充有混凝土,混凝土中部设有螺杆管道,高强度预紧螺杆设于螺杆管道内。 Preferably, concrete is filled between the inner and outer steel cylinders of the tower section, a screw pipe is arranged in the middle of the concrete, and a high-strength pre-tightening screw is arranged in the screw pipe.

为了缩短高强度预紧螺杆的长度,优选地,所述高强度螺杆为为两段或两段以上,高强度螺杆之间通过套筒连接在一起。 In order to shorten the length of the high-strength preloaded screw, preferably, the high-strength screw has two or more sections, and the high-strength screws are connected together through a sleeve.

优选地,所述套筒连接处的上组装段和下组装段端部均设有钢板。 Preferably, steel plates are provided at the ends of the upper assembly section and the lower assembly section at the joint of the sleeve.

优选地,所述塔筒底部钢筋混凝土段还包括锚杆、锚板,锚杆的上部与套筒连接在一起,锚杆的下部与锚板一起预埋在混凝土中。 Preferably, the reinforced concrete section at the bottom of the tower further includes an anchor rod and an anchor plate, the upper part of the anchor rod is connected with the sleeve, and the lower part of the anchor rod is pre-embedded in concrete together with the anchor plate.

本发明还提供一种风力发电机组,其包括塔筒,所述塔筒具体为上述所述的塔筒。 The present invention also provides a wind power generating set, which includes a tower, and the tower is specifically the above-mentioned tower.

本发明的效果是:由于采用分段组装,制作时将塔筒拆分为高度满足运输要求的组装段,到风场后再现场组装,从而解决了大型风力发电机组塔筒的陆上运输难题。 The effect of the present invention is: due to the use of segmented assembly, the tower is disassembled into assembly sections whose height meets the transportation requirements during production, and then assembled on site after arriving at the wind farm, thereby solving the problem of land transportation of the tower of large wind power generating units .

附图说明 Description of drawings

图1本发明实施例1结构示意图; Fig. 1 structural representation of Embodiment 1 of the present invention;

图2 为图1的A处局部放大图; Figure 2 is a partial enlarged view of A in Figure 1;

图3 为图1的B处局部放大图; Fig. 3 is a partial enlarged view of B in Fig. 1;

图4 为图1的C处局部放大图; Figure 4 is a partial enlarged view of C in Figure 1;

图5 本发明实施例2结构示意图; Fig. 5 is a schematic structural diagram of Embodiment 2 of the present invention;

图6 为图5的A处局部放大图; Fig. 6 is a partial enlarged view of A place in Fig. 5;

图7 为图5的B处局部放大图; Figure 7 is a partial enlarged view of the B place of Figure 5;

具体实施方式 Detailed ways

下面结合附图和具体实施例对本发明作进一步的说明。 The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

实施例1,参照附图1、附图2、附图3、附图4,其包括塔筒段和塔筒底部钢筋混凝土段4,塔筒段包括两个塔筒组段,上部塔筒组段包括塔筒上组装段1、塔筒下组装段3和一个塔筒中间组装段2,下部塔筒组段的上组装段Ⅰ、塔筒下组装段3和一个塔筒中间组装段2,其中上组装段Ⅰ与塔筒下组装段3相同仅装配时为背靠背对称连接,塔筒上组装段1包括外钢筒Ⅰ5、内钢筒Ⅰ6,塔筒中间组装段2包括外钢筒Ⅱ7、内钢筒Ⅱ8,塔筒下组装段3包括外钢筒Ⅲ9、内钢筒Ⅲ10,在上部塔筒组段中,高强度预紧螺杆Ⅰ11穿过外钢筒Ⅰ5、内钢筒Ⅰ6和外钢筒Ⅱ7、内钢筒Ⅱ8和外钢筒Ⅲ9、内钢筒Ⅲ10之间将塔筒上组装段1、塔筒中间组装段2和塔筒下组装段3连接在一起形成上部塔筒组段,塔筒上组装段1,塔筒中间组装段2和塔筒下组装段3的内外钢筒之间分别填充有混凝土,为了保护好高强度预紧螺杆Ⅰ11,在高强度预紧螺杆Ⅰ11的外部设有螺杆管道Ⅰ12;同样,在下部塔筒组段中,高强度预紧螺杆Ⅱ13穿过各内钢筒和外钢筒之间将下部塔筒组段连接在一起,各塔筒组段的内外钢筒之间填充有混凝土,为了保护好高强度预紧螺杆Ⅱ13,在高强度预紧螺杆Ⅱ13的外部设有螺杆管道Ⅱ14;上部塔筒组段和下部塔筒组段之间为法兰连接,塔筒底部钢筋混凝土段4的上部设有锚杆15、锚板16,锚杆15的上部与下部塔筒组段的塔筒下组装段3的法兰固定在一起,锚杆15的下部与锚板16一起预埋在塔筒底部钢筋混凝土段4混凝土中。 Embodiment 1, with reference to accompanying drawing 1, accompanying drawing 2, accompanying drawing 3, accompanying drawing 4, it comprises tower tube section and tower tube bottom reinforced concrete section 4, and tower tube section comprises two tower tube group sections, and upper tower tube group The section includes the upper assembly section 1 of the tower, the lower assembly section 3 of the tower, and the middle assembly section 2 of the tower, the upper assembly section I of the lower tower section, the lower assembly section 3 of the tower and the middle assembly section 2 of the tower, Among them, the upper assembly section I is the same as the lower assembly section 3 of the tower tube, but it is symmetrically connected back to back during assembly. The upper assembly section 1 of the tower tube includes the outer steel tube I5 and the inner steel tube I6, and the middle assembly section of the tower tube 2 includes the outer steel tube II7, Inner steel cylinder II8, tower lower assembly section 3 includes outer steel cylinder III9, inner steel cylinder III10, in the upper tower section, high-strength pre-tightening screw I11 passes through outer steel cylinder I5, inner steel cylinder I6 and outer steel cylinder The upper tower assembly section 1, the tower middle assembly section 2 and the tower lower assembly section 3 are connected together between the cylinder II7, the inner steel cylinder II8, the outer steel cylinder III9, and the inner steel cylinder III10 to form the upper tower section, The upper assembly section 1 of the tower, the inner and outer steel cylinders of the middle assembly section 2 of the tower and the lower assembly section 3 of the tower are respectively filled with concrete. A screw pipe I12 is provided; similarly, in the lower tower section, the high-strength pre-tightening screw II13 passes between the inner steel cylinder and the outer steel cylinder to connect the lower tower section together, and each tower section Concrete is filled between the inner and outer steel cylinders. In order to protect the high-strength pre-tightened screw Ⅱ13, a screw pipe Ⅱ14 is arranged outside the high-strength pre-tightened screw Ⅱ13; there is a flange between the upper tower section and the lower tower section. Connection, the upper part of the reinforced concrete section 4 at the bottom of the tower is provided with an anchor rod 15 and an anchor plate 16, and the upper part of the anchor rod 15 is fixed with the flange of the lower assembly section 3 of the lower tower group section, and the anchor rod 15 The lower part is pre-embedded together with the anchor plate 16 in the reinforced concrete section 4 concrete at the bottom of the tower.

实施例2,参照附图5、附图6、附图7,其包括塔筒段和塔筒底部钢筋混凝土段4,塔筒段包括两个塔筒组段,每个塔筒组段均包括塔筒上组装段1、塔筒下组装段3和两个塔筒中间组装段2, 塔筒上组装段1、中间组装段2和塔筒下组装段3与实施例1结构相同,高强度预紧螺杆Ⅲ17穿过各内钢筒和外钢筒之间将塔筒上组装段1、两个塔筒中间组装段2和塔筒下组装段3连接在一起形成上部塔筒组段上部塔筒组段,高强度预紧螺杆Ⅳ18也穿过各内钢筒和外钢筒之间将塔筒上组装段1、两个塔筒中间组装段2和塔筒下组装段3连接在一起下部塔筒组段,套筒19将高强度预紧螺杆Ⅲ17和高强度预紧螺杆Ⅳ18的上部连接在一起,为了保证套筒Ⅰ19处连接的强度和可靠性,在上部塔筒组段的塔筒下组装段3的端部设有钢板Ⅰ20,在下部塔筒组段的塔筒上组装段1的端部设有钢板Ⅱ21,由于考虑上部塔筒组段要与风机机舱相连,因此上部塔筒组段的塔筒上组装段1的端部也设有钢板Ⅱ21;高强度预紧螺杆Ⅳ18的下部也通过套筒Ⅱ22与预埋在塔筒底部钢筋混凝土段4上部的锚杆23连接固定在一起。 Embodiment 2, with reference to accompanying drawing 5, accompanying drawing 6, accompanying drawing 7, it comprises tower tube section and tower tube bottom reinforced concrete section 4, and tower tube section comprises two tower tube group sections, and each tower tube group section all comprises The tower upper assembly section 1, the tower lower assembly section 3 and the two tower middle assembly sections 2, the tower upper assembly section 1, the middle assembly section 2 and the tower lower assembly section 3 have the same structure as the embodiment 1, high strength The pre-tightening screw Ⅲ17 passes through the inner steel cylinder and the outer steel cylinder to connect the upper tower assembly section 1, the two tower middle assembly sections 2 and the tower lower assembly section 3 to form the upper tower section and the upper tower In the barrel section, the high-strength pre-tightening screw IV18 also passes between the inner and outer steel barrels to connect the upper assembly section 1 of the tower, the middle assembly section 2 of the two towers, and the lower assembly section 3 of the tower. In the tower section, the sleeve 19 connects the upper parts of the high-strength preload screw Ⅲ17 and the high-strength preload screw Ⅳ18. In order to ensure the strength and reliability of the connection at the sleeve I19, the tower section of the upper tower section The end of the lower assembly section 3 is provided with a steel plate I20, and the end of the upper assembly section 1 of the lower tower section is provided with a steel plate II21. Considering that the upper tower section is to be connected with the fan nacelle, the upper tower section The end of the assembly section 1 on the tower tube of the group section is also provided with a steel plate II21; the lower part of the high-strength pre-tightened screw rod IV18 is also connected and fixed to the anchor rod 23 pre-buried on the upper part of the reinforced concrete section 4 at the bottom of the tower tube through the sleeve II22. Together.

本发明中不仅限于实施例中所示,只要符合本发明原理,均在本发明的保护范围。 The present invention is not limited to what is shown in the embodiments, as long as it conforms to the principle of the present invention, it is within the protection scope of the present invention.

Claims (10)

1. tower barrel of wind generating set, it comprises: tower cylinder section and tower cylinder bottom reinforcement bars concrete segment, its spy is, described tower cylinder section comprises one or more tower cylinder group section, described tower cylinder group section comprises assembles section and the middle assembling section of at least one tower cylinder under assembling section, tower cylinder on the tower cylinder, assemble the two ends up and down that section is located at respectively tower cylinder group section under assembling section and tower cylinder on the tower cylinder, under the tower cylinder of tower cylinder section bottommost, the bottom of assembling section and the top of tower cylinder bottom reinforcement bars concrete segment are fixed together.
2. a kind of tower barrel of wind generating set according to claim 1, it is characterized in that, on described tower cylinder under assembling section, tower cylinder in the middle of assembling section and tower cylinder the assembling section form by coaxial interior steel cylinder and outer steel cylinder, high strength pretension screw rod passes on the tower cylinder in the middle of assembling section, tower cylinder and between the inside and outside steel cylinder of assembling section, each tower cylinder group section is connected and fixed under assembling section and tower cylinder.
3. according to claim 1 or a kind of tower barrel of wind generating set claimed in claim 2, it is characterized in that, connect for flange between described tower cylinder group section, it is identical assembling section under assembling Duan Yuta cylinder on the tower cylinder of described tower cylinder group section, wherein, on the tower cylinder of top, the assembling section must be complementary with the Placement in cabin, can be different.
4. a kind of tower barrel of wind generating set according to claim 2, is characterized in that, described high strength pretension screw rod passes between the inside and outside steel cylinder of each tower cylinder group section, and whole tower cylinder section is fixed together.
5. according to according to claim 2 or a kind of tower barrel of wind generating set claimed in claim 4, it is characterized in that, be filled with concrete between the inside and outside steel cylinder of described tower cylinder section, the concrete middle part is provided with the screw rod pipeline, and high strength pretension screw rod is located in the screw rod pipeline.
6. a kind of tower barrel of wind generating set according to claim 3, is characterized in that, is filled with concrete between the inside and outside steel cylinder of described tower cylinder section, is provided with the screw rod pipeline in the middle part of concrete, and high strength pretension screw rod is located in the screw rod pipeline.
7. described a kind of tower barrel of wind generating set according to claim 5, is characterized in that, described high strength screw rod links together by sleeve between the high strength screw rod for for two or more.
8. described a kind of tower barrel of wind generating set according to claim 7, is characterized in that, the upper assembling section of described sleeve joint and a lower assembling section end are equipped with steel plate.
9. according to claim 1 or described a kind of tower barrel of wind generating set claimed in claim 7, it is characterized in that, described tower cylinder bottom reinforcement bars concrete segment also comprises anchor pole, anchor slab, and top and the sleeve of anchor pole link together, and the bottom of anchor pole is embedded in concrete together with anchor slab.
10. wind power generating set, it comprises the tower cylinder, it is characterized in that, described tower cylinder is specially tower cylinder described above.
CN2013101004950A 2013-03-27 2013-03-27 Tower barrel of wind power generator unit and wind power generator unit Pending CN103147935A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110805532A (en) * 2019-11-25 2020-02-18 朱杰 Ultra-large horizontal axis wind driven generator adopting inflatable pressure-maintaining enhanced tower barrel
CN114382657A (en) * 2022-01-21 2022-04-22 江苏金风科技有限公司 A combined tower, tower foundation and wind turbine

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1262614A2 (en) * 2001-06-01 2002-12-04 Oevermann GmbH & Co. KG, Hoch- und Tiefbau Prestressed concrete tower
CN201448192U (en) * 2009-08-21 2010-05-05 广州雅图风电设备制造有限公司 Tower column structure of vertical wind power generator
US20110138707A1 (en) * 2010-08-18 2011-06-16 General Electric Company Tower with adapter section
CN102312799A (en) * 2010-06-30 2012-01-11 通用电气公司 Pylon with tensioned cables

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1262614A2 (en) * 2001-06-01 2002-12-04 Oevermann GmbH & Co. KG, Hoch- und Tiefbau Prestressed concrete tower
CN201448192U (en) * 2009-08-21 2010-05-05 广州雅图风电设备制造有限公司 Tower column structure of vertical wind power generator
CN102312799A (en) * 2010-06-30 2012-01-11 通用电气公司 Pylon with tensioned cables
US20110138707A1 (en) * 2010-08-18 2011-06-16 General Electric Company Tower with adapter section

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110805532A (en) * 2019-11-25 2020-02-18 朱杰 Ultra-large horizontal axis wind driven generator adopting inflatable pressure-maintaining enhanced tower barrel
CN110805532B (en) * 2019-11-25 2020-12-25 朱杰 Ultra-large horizontal axis wind driven generator adopting inflatable pressure-maintaining enhanced tower barrel
CN114382657A (en) * 2022-01-21 2022-04-22 江苏金风科技有限公司 A combined tower, tower foundation and wind turbine

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Application publication date: 20130612