CN109973321A - The tower door opening of the wind power generating set, the tower and the wind generating set - Google Patents
The tower door opening of the wind power generating set, the tower and the wind generating set Download PDFInfo
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D80/00—Details, components or accessories not provided for in groups F03D1/00 - F03D17/00
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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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- 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
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- 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
- Y02E10/728—Onshore wind turbines
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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
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- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P70/00—Climate change mitigation technologies in the production process for final industrial or consumer products
- Y02P70/50—Manufacturing or production processes characterised by the final manufactured product
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Abstract
Description
技术领域technical field
本发明涉及风力发电技术领域,更具体地,涉及一种能够降低塔架门洞的应力集中系数的风力发电机组的塔架门洞、包括该塔架门洞的塔架及风力发电机组。The present invention relates to the technical field of wind power generation, and more specifically, to a tower door opening of a wind power generator set capable of reducing the stress concentration factor of the tower door opening, a tower including the tower door opening, and a wind power generator set.
背景技术Background technique
开设于风力发电机组塔架底部的门洞是维护操作人员和设备进入风机的主要通道。由于开设了塔架门洞,因此,塔架会出现应力局部增大的现象,(应力集中)。应力集中能使物体产生疲劳裂纹,也能使脆性材料制成的零件发生静载断裂。工程中采用应力集中系数SCF(Stress Concentration Factor)来表示应力集中的程度,可以通过产生应力集中时的最大应力除以平均应力来计算得到SCF值,并且SCF值大于1。工程经验表明截面尺寸改变愈剧烈,SCF值就愈大。The door opening at the bottom of the wind turbine tower is the main passage for maintenance operators and equipment to enter the wind turbine. Due to the opening of the tower door, the tower will experience a local increase in stress (stress concentration). Stress concentration can cause fatigue cracks in objects and static load fractures in parts made of brittle materials. In engineering, the stress concentration factor SCF (Stress Concentration Factor) is used to represent the degree of stress concentration. The SCF value can be calculated by dividing the maximum stress when the stress concentration occurs by the average stress, and the SCF value is greater than 1. Engineering experience shows that the more severe the section size changes, the larger the SCF value will be.
因此,在设计塔架门洞时应尽量避免带尖角的孔或槽,在开洞处的设计要用圆弧过渡。从制造加工工艺来看,目前门洞切割方法采用数控切割机对圆筒直接进行切割。这就避免了采用先对钢板进行切割再卷成圆筒的方法时需要先对塔架门洞形状的坐标进行变换的麻烦。在数控切割机的操作中,只需要对投影到XOY平面(即,正视图)的曲线形状上取足够多的坐标点,切割机便可读取这些点的坐标,进行加工得到设计所采用的形状。因此,在实际生产中,只要能够得到塔架门洞切割形状函数,便可以得到足够多的点,也就可以加工得到所需要的形状来。Therefore, when designing the tower door opening, the hole or slot with sharp corners should be avoided as much as possible, and the arc transition should be used in the design of the opening. From the point of view of manufacturing and processing technology, the current door opening cutting method adopts CNC cutting machine to directly cut the cylinder. This avoids the trouble of firstly transforming the coordinates of the shape of the tower door opening when using the method of first cutting the steel plate and then rolling it into a cylinder. In the operation of the CNC cutting machine, it is only necessary to take enough coordinate points on the curve shape projected on the XOY plane (ie, the front view), and the cutting machine can read the coordinates of these points and process to obtain the design used. shape. Therefore, in actual production, as long as the cutting shape function of the tower door opening can be obtained, enough points can be obtained, and the required shape can be obtained by processing.
在现有的塔架门洞设计中,从正视图上看,门洞上下两端部分一般采用的是椭圆设计(参照图1)。然而,根据椭圆设计的塔架门洞附近的SCF值仍然较大,一般可以达到1.40~1.50,由于塔架壁厚对SCF值的敏感性很大因此,为了使塔架的设计符合强度要求,现有的椭圆设计仍需要对塔架门洞部分的塔架壁厚进行加厚,导致塔架的质量变大。In the existing tower door opening design, from the front view, the upper and lower ends of the door opening generally adopt an elliptical design (refer to FIG. 1 ). However, the SCF value near the door opening of the tower designed according to the ellipse is still relatively large, and generally can reach 1.40-1.50. Since the wall thickness of the tower is very sensitive to the SCF value, in order to make the design of the tower meet the strength requirements, now Some elliptical designs still need to thicken the wall thickness of the tower at the door opening of the tower, resulting in an increase in the quality of the tower.
考虑到SCF值的大小直接影响塔架门洞处塔架壁厚的大小,因此,需要设计一种能够在现有工艺水平下降低SCF值的塔架门洞,以减小塔架壁厚并降低塔架的重量。Considering that the size of the SCF value directly affects the size of the tower wall thickness at the tower door opening, it is necessary to design a tower door opening that can reduce the SCF value at the current technological level, so as to reduce the tower wall thickness and lower the tower rack weight.
发明内容SUMMARY OF THE INVENTION
为了解决上述技术问题,本发明提供一种可降低塔架门洞的SCF值,减小门洞位置处的塔架厚度的风力发电机组的塔架门洞。In order to solve the above technical problems, the present invention provides a tower door opening of a wind turbine that can reduce the SCF value of the tower door opening and reduce the tower thickness at the door opening position.
根据本发明的一方面,提供一种风力发电机组的塔架门洞,所述风力发电机组的塔架门洞包括上下对称的弧形部,并且所述弧形部满足下列公式:According to one aspect of the present invention, there is provided a tower door opening of a wind power generating set, the tower door opening of the wind generating set includes a vertically symmetrical arc portion, and the arc portion satisfies the following formula:
其中,x、y分别代表所述弧形部上的任意一点在X轴和Y轴上的坐标值,a代表所述弧形部在X轴上的宽度的1/2值,b代表所述弧形部在Y轴上的高度值;并且,m、n分别满足:1.65≤m≤1.80,1.65≤n≤1.80,以降低塔架门洞的应力集中系数。Among them, x and y represent the coordinate values of any point on the arc on the X-axis and the Y-axis respectively, a represents the 1/2 value of the width of the arc on the X-axis, and b represents the The height value of the arc portion on the Y axis; and, m and n respectively satisfy: 1.65≤m≤1.80, 1.65≤n≤1.80, so as to reduce the stress concentration factor of the tower door opening.
根据本发明的示例性实施例,在所述弧形部满足的公式中,m、n分别为:m=1.70,n=1.69,以更大程度地降低塔架门洞的应力集中系数。According to an exemplary embodiment of the present invention, in the formulas satisfied by the arc portion, m and n are respectively: m=1.70, n=1.69, so as to reduce the stress concentration factor of the tower door opening to a greater extent.
根据本发明的示例性实施例,所述塔架门洞的上下弧形部之间设有一直线段,以满足塔架门洞大小的设计要求。According to an exemplary embodiment of the present invention, a straight line segment is provided between the upper and lower arc portions of the tower door opening, so as to meet the design requirements for the size of the tower door opening.
根据本发明的另一方面,提供一种风力发电机组的塔架,所述风力发电机组的塔架包括如上所述的塔架门洞。According to another aspect of the present invention, a tower of a wind power generating set is provided, and the tower of the wind power generating set includes the above-mentioned tower door opening.
根据本发明的另一方面,提供一种风力发电机组,所述风力发电机组包括如上所述的塔架。According to another aspect of the present invention, there is provided a wind turbine comprising a tower as described above.
采用本发明的风力发电机组的塔架门洞、塔架及风力发电机组可有效降低塔架门洞的SCF值,减小门洞位置处的塔架厚度,从而减轻塔架重量并且降低制造成本。The tower door opening, the tower and the wind generator set of the wind generator set of the present invention can effectively reduce the SCF value of the tower door opening, reduce the thickness of the tower at the door opening, thereby reducing the weight of the tower and reducing the manufacturing cost.
附图说明Description of drawings
下面结合附图对本发明的示例性实施例进行详细描述,本发明的以上和其它特点及优点将变得更加清楚,附图中:The above and other features and advantages of the present invention will become more apparent from the following detailed description of exemplary embodiments of the present invention in conjunction with the accompanying drawings, in which:
图1是示出椭圆函数曲线的示图;FIG. 1 is a diagram showing an elliptic function curve;
图2是示出根据本发明的示例性实施例的超椭圆函数曲线的示意图;2 is a schematic diagram illustrating a hyperelliptic function curve according to an exemplary embodiment of the present invention;
图3是示意性地示出根据本发明的示例性实施例的超椭圆设计的塔架门洞形状的示图;3 is a diagram schematically illustrating the shape of a tower door opening in a superelliptical design according to an exemplary embodiment of the present invention;
图4是示出根据本发明的示例性实施例的超椭圆设计的塔架门洞形状的示意图;Fig. 4 is a schematic diagram illustrating the shape of a tower door opening of a super-elliptical design according to an exemplary embodiment of the present invention;
图5是向图4中所示的超椭圆设计的塔架门洞施加轴向力Fz时的应力云图;Fig. 5 is a stress cloud diagram when an axial force Fz is applied to the super-elliptical designed tower opening shown in Fig. 4;
图6是向图4中所示的超椭圆设计的塔架门洞施加弯矩Mxy时的应力云图;Fig. 6 is a stress cloud diagram when a bending moment Mxy is applied to the superelliptic designed tower opening shown in Fig. 4;
图7是现有的椭圆设计的塔架门洞形状的示意图;Fig. 7 is a schematic diagram of the shape of the existing ellipse-designed tower door opening;
图8是向图7中所示的椭圆设计的塔架门洞施加轴向力Fz时的应力云图;以及Figure 8 is a stress contour plot when an axial force Fz is applied to the elliptical designed tower portal shown in Figure 7; and
图9是向图7中所示的椭圆设计的塔架门洞施加弯矩Mxy时的应力云图。FIG. 9 is a stress contour diagram when a bending moment Mxy is applied to the elliptical designed tower opening shown in FIG. 7 .
附图标号说明:Explanation of reference numbers:
1:塔架;10:塔架门洞;11:上弧形部;12:下弧形部;13:直线段。1: Tower; 10: Tower door opening; 11: Upper arc; 12: Lower arc; 13: Straight line.
具体实施方式Detailed ways
现在将参照附图更全面的描述本发明的实施例,在附图中示出了本发明的示例性实施例。Embodiments of the invention will now be described more fully with reference to the accompanying drawings, in which exemplary embodiments of the invention are shown.
本发明通过对开设于风力发电机组的底段塔架1中的门洞的形状进行形状优化,以使应力尽可能地小,从而达到减小SCF值的目的。根据本发明的示例性实施例提供一种风力发电机组的塔架门洞10以及包括该塔架门洞10的塔架,还提供一种包括含有塔架门洞10的风力发电机组。The present invention optimizes the shape of the doorway opened in the bottom section tower 1 of the wind power generating set to make the stress as small as possible, thereby achieving the purpose of reducing the SCF value. An exemplary embodiment of the present invention provides a tower door opening 10 of a wind power generating set and a tower including the tower door opening 10 , and also provides a wind power generating set including the tower door opening 10 .
根据本发明的示例性实施例的塔架门洞10包括上下对称的弧形部11和12,并且弧形部11和12满足下面的式(1):The tower door opening 10 according to the exemplary embodiment of the present invention includes vertically symmetrical arc portions 11 and 12, and the arc portions 11 and 12 satisfy the following formula (1):
其中,x、y分别代表弧形部11和12上的任意一点在X轴和Y轴上的坐标值,a代表弧形部11和12在X轴上的宽度的1/2值,b代表弧形部11和12在Y轴上的高度值;并且,m、n分别满足:1.65≤m≤1.80,1.65≤n≤1.80。Among them, x and y represent the coordinate values of any point on the arc-shaped parts 11 and 12 on the X-axis and the Y-axis, respectively, a represents the 1/2 value of the width of the arc-shaped parts 11 and 12 on the X-axis, and b represents the The height values of the arc-shaped portions 11 and 12 on the Y axis; and, m, n respectively satisfy: 1.65≤m≤1.80, 1.65≤n≤1.80.
在这里,以所述风力发电机组的塔架门洞10的中心O为原点建立直角坐标系XOY,水平轴和竖直轴分别定义为X轴和Y轴,其中,m和n为正数。Here, a Cartesian coordinate system XOY is established with the center O of the tower door opening 10 of the wind turbine as the origin, and the horizontal axis and the vertical axis are respectively defined as the X axis and the Y axis, wherein m and n are positive numbers.
在此,式(1)称为超椭圆函数式。如图3所示,超椭圆函数式是基于椭圆函数提出的一种新的形状函数式,通过两个变量m和n能够绘出包括椭圆在内的一族曲线。根据超椭圆函数式绘出的曲线称为超椭圆曲线。当m=n=2时,超椭圆曲线退化为椭圆曲线;当m=n=1时,超椭圆曲线退化为直线。由于引入了变量m和n,使得设计域的范围变大,因此,在形状优化过程中,通过设置合适的m和n值来实现减小SCF值的目的。Here, the formula (1) is called a hyperelliptic function formula. As shown in Figure 3, the hyperelliptic function formula is a new shape function formula proposed based on the elliptic function, and a family of curves including ellipses can be drawn through two variables m and n. The curve drawn according to the hyperelliptic function is called hyperelliptic curve. When m=n=2, the hyperelliptic curve degenerates into an elliptic curve; when m=n=1, the hyperelliptic curve degenerates into a straight line. Due to the introduction of variables m and n, the scope of the design domain becomes larger. Therefore, in the shape optimization process, the purpose of reducing the SCF value can be achieved by setting appropriate m and n values.
在m和n分别满足:1.65≤m≤1.80,1.65≤n≤1.80时,根据上述形状函数式(1)设计出的塔架门洞可有效地减小应力集中系数SCF,从而减小塔架门洞位置处的塔架厚度,减轻塔架的总体重量,降低生产成本。When m and n satisfy respectively: 1.65≤m≤1.80, 1.65≤n≤1.80, the tower door opening designed according to the above shape function formula (1) can effectively reduce the stress concentration factor SCF, thereby reducing the tower door opening The thickness of the tower at the location reduces the overall weight of the tower and reduces the production cost.
如果m和n在上述范围之外,则无法实现上述效果。详细地,在m和n小于1.65的情况下,塔架门洞的形状趋近于菱形,使得塔架门洞具有明显的尖的棱角,使得对应位置的应力集中系数SCF变大,导致所述对应位置的塔架壁厚增大,塔架的总体重量增加,生产成本增加。在m和n大于1.80的情况下,塔架门洞的形状趋近于具有拐角的矩形,使得对应位置的应力集中系数SCF变大,导致所述对应位置的塔架壁厚增大,塔架的总体重量增加,生产成本增加。If m and n are outside the above ranges, the above effects cannot be achieved. In detail, when m and n are less than 1.65, the shape of the tower door opening tends to be rhombus, so that the tower door opening has obvious sharp edges and corners, so that the stress concentration factor SCF of the corresponding position becomes larger, resulting in the corresponding position The wall thickness of the tower increases, the overall weight of the tower increases, and the production cost increases. When m and n are greater than 1.80, the shape of the tower doorway tends to be a rectangle with corners, so that the stress concentration factor SCF at the corresponding position becomes larger, resulting in an increase in the wall thickness of the tower at the corresponding position, and the tower's Overall weight increases and production costs increase.
根据本发明的示例性实施例,塔架门洞10的上下弧形部11和12之间设有一直线段13,直线段13在Y轴上的高度值为2h,直线段13关于X轴对称,则上弧形部11和下弧形部12分别满足下面的式(2)和式(3):According to an exemplary embodiment of the present invention, a straight line 13 is provided between the upper and lower arcs 11 and 12 of the tower door opening 10, the height of the straight line 13 on the Y axis is 2h, and the straight line 13 is symmetrical about the X axis, Then the upper arc portion 11 and the lower arc portion 12 respectively satisfy the following formulas (2) and (3):
其中,x、y分别代表弧形部11和12上的任意一点在X轴和Y轴上的坐标值,a代表弧形部11和12在X轴上的宽度的1/2值,b代表弧形部11和12在Y轴上的高度值,h代表直线段13在Y轴上的高度的1/2值;并且,m、n分别满足:1.65≤m≤1.80,1.65≤n≤1.80。Among them, x and y represent the coordinate values of any point on the arc-shaped parts 11 and 12 on the X-axis and the Y-axis respectively, a represents the 1/2 value of the width of the arc-shaped parts 11 and 12 on the X-axis, and b represents the The height value of the arc parts 11 and 12 on the Y axis, h represents the 1/2 value of the height of the straight line segment 13 on the Y axis; and, m, n respectively satisfy: 1.65≤m≤1.80, 1.65≤n≤1.80 .
在这里,设计直线段13的目的主要是允许相关设备在不与门洞相碰触的情况下顺利地通过塔架门洞10,因此,根据实际需要,可通过调节直线段13的高度来满足门洞大小的设计要求。Here, the purpose of designing the straight section 13 is mainly to allow related equipment to pass through the tower door opening 10 without touching the door opening. Therefore, according to actual needs, the height of the straight section 13 can be adjusted to meet the size of the door opening. design requirements.
作为示例,若塔架门洞10在Y轴上的高度(2b+2h)为4000mm,塔架门洞10在X轴上的宽度(2a)为1700mm,直线段13在Y轴上的高度(2h)为1100mm,弧形部11和12在Y轴上的高度值(b)为1450mm,则上弧形部11和下弧形部12分别满足下面的式(4)和式(5):As an example, if the height (2b+2h) of the tower doorway 10 on the Y axis is 4000mm, the width (2a) of the tower doorway 10 on the X axis is 1700mm, and the height (2h) of the straight section 13 on the Y axis is 1100mm, and the height value (b) of the arc parts 11 and 12 on the Y axis is 1450mm, then the upper arc part 11 and the lower arc part 12 satisfy the following formulas (4) and (5) respectively:
采用上述的塔架门洞10的参数,将根据本发明的采用超椭圆函数式设计的塔架门洞与现有的采用标准椭圆函数式设计的塔架门洞进行比较。具体地,根据本发明的塔架门洞形状利用m=1.70,n=1.69时的超椭圆函数式设计而成,现有的塔架门洞形状利用标准椭圆函数式设计(m=2,n=2)而成。Using the parameters of the tower doorway 10 mentioned above, the tower doorway designed with the super elliptic function according to the present invention is compared with the existing tower doorway designed with the standard ellipse function. Specifically, the shape of the tower door opening according to the present invention is designed using the hyperelliptic function when m=1.70, n=1.69, and the shape of the existing tower door opening is designed using the standard elliptic function (m=2, n=2 ) made.
下面的表1示出了塔架门洞的尺寸以及名义应力计算结果,下面的表2示出了根据本发明的采用超椭圆函数式设计的塔架门洞与现有的采用标准椭圆函数式设计的塔架门洞的SCF计算结果。The following table 1 shows the size of the tower door opening and the nominal stress calculation results, and the following table 2 shows the difference between the tower door opening adopting the super elliptic function design according to the present invention and the existing one adopting the standard ellipse function design SCF calculation results of tower door openings.
表1Table 1
表2Table 2
参照图5、图6分别与图8、图9相比较,并结合表2中示出的计算结果可知,当m=1.70,n=1.69时,根据本发明的采用超椭圆函数式设计的塔架门洞的最大应力集中系数SCF=1.328,现有的采用标准椭圆函数式设计的塔架门洞时的最大应力集中系数SCF=1.400。由此可见,相比于现有的采用标准椭圆函数式设计的塔架门洞,根据本发明的采用超椭圆函数式设计的塔架门洞使最大应力集中系数降低了5.14%。从结果来看,相比传统标准椭圆形状的塔架门洞,根据本发明的超椭圆形状的塔架门洞会更有利于减小应力集中系数SCF。因此,在现有工艺条件下,采用超椭圆函数对门洞形状进行优化设计,可以有效降低SCF值,从而降低门洞段塔架的塔架厚度,起到塔架减重的效果。5 and 6 are compared with FIGS. 8 and 9 respectively, and combined with the calculation results shown in Table 2, it can be known that when m=1.70, n=1.69, the tower designed by the hyperelliptic function according to the present invention The maximum stress concentration factor SCF=1.328 of the frame door opening, and the maximum stress concentration factor SCF=1.400 when the existing tower frame door opening using standard elliptic function design is used. It can be seen that, compared with the existing tower door opening using the standard elliptic function design, the tower door opening using the hyperelliptic function design according to the present invention reduces the maximum stress concentration factor by 5.14%. From the results, compared with the conventional standard elliptical-shaped tower door opening, the super-ellipse-shaped tower door opening according to the present invention is more beneficial to reduce the stress concentration factor SCF. Therefore, under the existing process conditions, using the hyperelliptic function to optimize the shape of the doorway can effectively reduce the SCF value, thereby reducing the tower thickness of the tower in the doorway section, and achieving the effect of reducing the weight of the tower.
基于表2中示出的计算结果,标准椭圆形状的塔架门洞的SCF值可以达到1.400,根据本发明的超椭圆形状的塔架门洞的SCF值可以降低到1.328,那么针对直径为7m,门洞段塔架高度为10m的塔架而言,相比于现有的采用标准椭圆函数式设计的塔架门洞,根据本发明的采用超椭圆函数式设计的塔架门洞可以减重约5t;按照一个风场设置有50台风力发电机,每吨钢板报价1万元来估算,可以节约大约250万元,即,根据本发明的采用超椭圆函数式设计的塔架门洞可使制造成本降低约250万元。Based on the calculation results shown in Table 2, the SCF value of the standard ellipse-shaped tower door opening can reach 1.400, and the SCF value of the super-ellipse-shaped tower door opening according to the present invention can be reduced to 1.328, then for a diameter of 7m, the door opening For a tower with a tower height of 10m, compared with the existing tower doorway designed with a standard elliptic function, the tower doorway designed with a hyperelliptic function according to the present invention can reduce the weight of about 5t; A wind farm is equipped with 50 wind turbines, and it is estimated that each ton of steel plates is quoted at 10,000 yuan, which can save about 2.5 million yuan. 2.5 million yuan.
采用本发明的风力发电机组的塔架门洞、塔架及风力发电机组可有效降低塔架门洞的应力集中系数SCF,减小门洞位置处的塔架厚度,从而减轻塔架重量并且降低制造成本。The tower door opening of the wind power generating set, the tower and the wind power generating set of the present invention can effectively reduce the stress concentration factor SCF of the tower door opening, reduce the thickness of the tower at the door opening, thereby reducing the weight of the tower and reducing the manufacturing cost.
虽然已经参照本发明的示例性实施例具体示出和描述了本发明,但是本领域普通技术人员应该理解,在不脱离由权利要求限定的本发明的精神和范围的情况下,可以对其进行形式和细节的各种改变。While the invention has been particularly shown and described with reference to exemplary embodiments of the invention, it should be understood by those skilled in the art that modifications may be made thereto without departing from the spirit and scope of the invention as defined by the claims. Various changes in form and detail.
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