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 PDFInfo
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- 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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Abstract
Description
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
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
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。
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。
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)
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| Application Number | Priority Date | Filing Date | Title |
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| CN2013101004950A CN103147935A (en) | 2013-03-27 | 2013-03-27 | Tower barrel of wind power generator unit and wind power generator unit |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2013101004950A CN103147935A (en) | 2013-03-27 | 2013-03-27 | Tower barrel of wind power generator unit and wind power generator unit |
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| CN103147935A true CN103147935A (en) | 2013-06-12 |
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Cited By (2)
| 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 |
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| 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 |
-
2013
- 2013-03-27 CN CN2013101004950A patent/CN103147935A/en active Pending
Patent Citations (4)
| 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)
| 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 |