CN207673484U - A spar cap structure for offshore wind turbine blades - Google Patents
A spar cap structure for offshore wind turbine blades Download PDFInfo
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- CN207673484U CN207673484U CN201721586731.4U CN201721586731U CN207673484U CN 207673484 U CN207673484 U CN 207673484U CN 201721586731 U CN201721586731 U CN 201721586731U CN 207673484 U CN207673484 U CN 207673484U
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- 241000826860 Trapezium Species 0.000 claims abstract 2
- 230000002349 favourable effect Effects 0.000 abstract 2
- 239000011152 fibreglass Substances 0.000 abstract 1
- 238000010248 power generation Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 239000003365 glass fiber Substances 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000001802 infusion Methods 0.000 description 1
- 238000009755 vacuum infusion Methods 0.000 description 1
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/30—Wind power
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
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Abstract
Description
技术领域technical field
本实用新型涉及风力发电机叶片的技术领域,尤其是指一种海上风力发电机叶片用的梁帽结构。The utility model relates to the technical field of wind power generator blades, in particular to a beam cap structure for offshore wind power generator blades.
背景技术Background technique
随着目前海上风电市场的发展,大型海上风力发电机已经成为一种趋势,风力发电机叶片也在不断地趋于大型化,在行业内叶片长度70多米、80多米、90多米已经在不断刷新纪录,应用碳纤维材料作为叶片关键部件的结构设计是很多设计工程师的选择,但是由于碳纤维材料比较贵,目前采用高模量的玻纤设计还是风力发电机叶片结构设计的主流,而在玻纤材料体系下,在海上风力机发电机需要抵抗强台风的背景下,按照传统等宽度的主梁结构,难以满足目前叶片的结构强度要求和净空要求,同时从叶根至叶尖主梁结构都设计成一样宽度后,叶片的一阶质量矩就会较大,将会增加风力发电机主轴等关键承载部件的疲劳性能。另外,传统风力发电机叶片结构设计,除把主梁设计成等宽度外,就只能通过铺层厚度来调整满足叶片结构强度和刚度需要,如果只靠铺层厚度来调整,又会导致局部应力集中和灌注工艺问题。With the current development of the offshore wind power market, large-scale offshore wind turbines have become a trend, and the blades of wind turbines are also becoming larger. The length of blades in the industry is more than 70 meters, more than 80 meters, and more than 90 meters. According to records, the use of carbon fiber materials as the structural design of the key components of the blade is the choice of many design engineers, but because carbon fiber materials are relatively expensive, the current high-modulus glass fiber design is still the mainstream of wind turbine blade structural design, while glass fiber materials Under the background of offshore wind turbine generators needing to resist strong typhoons, it is difficult to meet the structural strength and clearance requirements of the current blades according to the traditional equal-width main beam structure. At the same time, the main beam structure from the blade root to the blade tip is designed After the same width, the first-order mass moment of the blade will be larger, which will increase the fatigue performance of key load-bearing components such as the main shaft of the wind turbine. In addition, the traditional wind turbine blade structure design, in addition to designing the main beam to be of equal width, can only be adjusted to meet the structural strength and stiffness requirements of the blade through the thickness of the layup. If only the thickness of the layup is adjusted, it will lead to local Stress concentration and infusion process problems.
发明内容Contents of the invention
本实用新型的目的在于克服现有技术的不足,提出了一种新型的海上风力发电机叶片用的梁帽结构,可以满足风力发电机叶片在长度方向上不同位置的结构强度和刚度需求。The purpose of the utility model is to overcome the deficiencies of the prior art, and propose a new type of spar cap structure for offshore wind generator blades, which can meet the structural strength and stiffness requirements of wind generator blades at different positions in the length direction.
为实现上述目的,本实用新型所提供的技术方案为:一种海上风力发电机叶片用的梁帽结构,所述梁帽为梯形结构,且该梁帽在叶片根部区域的幅宽要大于叶尖区域的幅宽,同时该梁帽与叶根增强层在长度方向的截止位置夹角为钝角。In order to achieve the above purpose, the technical solution provided by the utility model is: a spar cap structure for the blade of an offshore wind power generator, the spar cap is a trapezoidal structure, and the width of the spar cap at the blade root area is larger than that of the blade. At the same time, the angle between the spar cap and the cut-off position of the blade root reinforcement layer in the length direction is an obtuse angle.
本实用新型与现有技术相比,具有如下优点与有益效果:Compared with the prior art, the utility model has the following advantages and beneficial effects:
1、本梁帽结构在叶片根部区域设计的幅宽要大于叶尖区域的幅宽,可以在叶根区域提供更高的刚度,在主要承载区域变形较小,有利于提高叶片净空,叶尖区域需要的刚度小,由于梯形结构梁帽可以在叶尖设计幅宽小,有利于减小叶尖重量,可以较小叶片的一阶质量矩,从而可以较小叶片所承受的疲劳载荷。1. The designed width of the spar cap structure in the blade root area is larger than that of the blade tip area, which can provide higher stiffness in the blade root area and less deformation in the main load-bearing area, which is conducive to improving the blade clearance. The required rigidity of the area is small. Since the trapezoidal structure beam cap can be designed with a small width at the blade tip, it is beneficial to reduce the weight of the blade tip, and can reduce the first-order mass moment of the blade, thereby reducing the fatigue load borne by the blade.
2、本梁帽结构与叶根增强层在长度方向的截止位置夹角设计为钝角,相比传统设计的直角,可以改善叶片结构其它玻璃钢铺层与梁帽相交位置的应力集中,而无需通过增加铺层提高刚度,减小改位置应变来降低应力。2. The angle between the beam cap structure and the cut-off position of the blade root reinforcement layer in the length direction is designed to be an obtuse angle. Compared with the traditionally designed right angle, it can improve the stress concentration at the intersection position of other FRP layers of the blade structure and the beam cap without passing through Increase the layup to increase the stiffness, and reduce the positional strain to reduce the stress.
3、采用本梁帽结构的风力发电机叶片可以减少材料用量,降低叶片设计结构的理论成本。3. The blade of the wind power generator adopting the spar cap structure can reduce the material consumption and the theoretical cost of the blade design structure.
附图说明Description of drawings
图1为采用本梁帽结构的风力发电机叶片的结构示意图。Fig. 1 is a structural schematic diagram of a wind turbine blade adopting the spar cap structure.
图2为本梁帽结构侧面图。Figure 2 is a side view of the beam cap structure.
图3为本梁帽结构的尺寸示意图。Figure 3 is a schematic diagram of the size of the beam cap structure.
图4为图3的A-A剖视图。FIG. 4 is a cross-sectional view along line A-A of FIG. 3 .
图5为图3的B-B剖视图。Fig. 5 is a B-B sectional view of Fig. 3 .
图6为本梁帽结构与叶根增强层装配图。Figure 6 is an assembly diagram of the spar cap structure and the blade root reinforcement layer.
具体实施方式Detailed ways
下面结合具体实施例对本实用新型作进一步说明。Below in conjunction with specific embodiment the utility model is further described.
参见图1至图5所示,本实施例所提供的海上风力发电机叶片用的梁帽结构,具体为梯形结构,即风力发电机叶片的迎风面梁帽1和背风面梁帽2的形状为梯形状,其中,该迎风面梁帽1和背风面梁帽2在叶根幅宽为a mm,叶尖幅宽为b mm,幅宽a>b,在距离叶根17500mm位置,该位置的迎风面梁帽1和背风面梁帽2幅宽为1400mm,后缘腹板3与前缘腹板4间距为894mm,在距离叶根59500mm位置,该位置的迎风面梁帽1和背风面梁帽2幅宽为830mm,后缘腹板3与前缘腹板4的间距为605mm;迎风面梁帽1和背风面梁帽2分别在模具上提前通过真空灌注工艺成型预制完成,再与叶片迎风面壳体和背风面壳体的其余结构一起真空灌注成型;后缘腹板3与前缘腹板4也是提前预制完成,通过结构胶,按照截面图A-A、B-B的间距定位尺寸,与叶片迎风面壳体和背风面壳体粘接在一起,形成一个梯形结构的工字梁结构来承受叶片挥舞方向载荷,同时通过在后缘5边和前缘6边采用结构胶,将叶片迎风面壳体和背风面壳体粘接成一个整体,迎风面梁帽1、背风面梁帽2与后缘梁7一起承受叶片摆振方向载荷,满足叶片整体结构强度和刚度要求。Referring to Figures 1 to 5, the spar cap structure for the offshore wind generator blade provided by this embodiment is specifically a trapezoidal structure, that is, the shape of the windward side spar cap 1 and the leeward side spar cap 2 of the wind power generator blade. The spar cap 1 on the windward side and the spar cap 2 on the leeward side have a trapezoidal shape, where the width of the blade root is a mm, the width of the blade tip is b mm, and the width a > b. The width of the spar cap 1 on the windward side and the spar cap 2 on the leeward side is 1400mm, and the distance between the trailing edge web 3 and the leading edge web 4 is 894mm. The beam cap 2 has a width of 830mm, and the distance between the trailing web 3 and the leading web 4 is 605mm; The remaining structures of the windward shell and the leeward shell of the blade are formed by vacuum infusion together; the trailing web 3 and the leading web 4 are also prefabricated in advance, and the structural glue is used to position the dimensions according to the intervals of the cross-sectional diagrams A-A and B-B. The shell on the windward side of the blade and the shell on the leeward side are bonded together to form a trapezoidal I-beam structure to withstand the load in the direction of blade swinging. The shell on the windward side and the shell on the leeward side are bonded together as a whole, and the spar cap 1 on the windward side, the spar cap 2 on the leeward side and the trailing edge beam 7 bear the load in the shimmy direction of the blade to meet the overall structural strength and stiffness requirements of the blade.
如图6所示,为梁帽与叶根增强层装配图,迎风面梁帽1、背风面梁帽2与叶根增强层8在长度方向的截止位置夹角为90.3度,为大于90度的钝角,这样相比直角,有利于改善梁帽与与其它铺层相交的位置产生应力集中。As shown in Figure 6, it is the assembly diagram of the spar cap and the blade root reinforcement layer. The cut-off position angle between the windward side spar cap 1, the leeward side spar cap 2 and the blade root reinforcement layer 8 in the length direction is 90.3 degrees, which is greater than 90 degrees. Compared with the right angle, it is beneficial to improve the stress concentration at the position where the beam cap intersects with other plies.
以上所述之实施例子只为本实用新型之较佳实施例,并非以此限制本实用新型的实施范围,故凡依本实用新型之形状、原理所作的变化,均应涵盖在本实用新型的保护范围内。The implementation examples described above are only preferred embodiments of the present utility model, and are not intended to limit the scope of implementation of the present utility model, so all changes made according to the shape and principle of the present utility model should be covered by the scope of the present utility model. within the scope of protection.
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CN201721586731.4U CN207673484U (en) | 2017-11-24 | 2017-11-24 | A spar cap structure for offshore wind turbine blades |
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Effective date of registration: 20201217 Address after: No.2, Luohu West Road, Houpu village committee, Jieshi Town, Lufeng City, Shanwei City, Guangdong Province Patentee after: Shanwei Mingyang New Energy Technology Co.,Ltd. Address before: 528437 No. 22 Torch Road, Torch Development Zone, Zhongshan City, Guangdong Province Patentee before: MING YANG SMART ENERGY GROUP Co.,Ltd. |
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