CN202040032U - Tower support with multiple vertical posts for wind driven generator - Google Patents

Tower support with multiple vertical posts for wind driven generator Download PDF

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CN202040032U
CN202040032U CN2011201231664U CN201120123166U CN202040032U CN 202040032 U CN202040032 U CN 202040032U CN 2011201231664 U CN2011201231664 U CN 2011201231664U CN 201120123166 U CN201120123166 U CN 201120123166U CN 202040032 U CN202040032 U CN 202040032U
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tower
column
chassis
wind
top platform
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刘东华
刘红静
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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
    • Y02E10/728Onshore wind turbines

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Abstract

一种风力发电机用的多立柱塔架,包括上部安装发电机组和风扇叶的塔架顶部平台、上下方向的空心圆柱钢管制成的塔架立柱、位于塔架中部的复数层加强横梁、位于多立柱塔架下部的塔架底盘、将塔架底盘固定在风力发电机的基座上的塔架固定螺丝;多立柱塔架的塔架立柱上部向中心倾斜,形成多立柱塔架上端顶部平台的面积小,下部的塔架底盘面积大,有利于多立柱塔架的稳定。多立柱采用相同直径的市售现成的钢管焊接,成本低,施工工艺简单,技术难度低,施工效率高、建设成本低,建设周期短。而且,多立柱的直径小,受风面积小,减少横向负载。

Figure 201120123166

A multi-column tower for wind power generators, including a tower top platform on which generator sets and fan blades are installed on the upper part, a tower column made of hollow cylindrical steel pipes in the upper and lower directions, multiple layers of reinforced beams in the middle of the tower, and a The tower chassis at the lower part of the multi-column tower, and the tower fixing screws that fix the tower chassis on the base of the wind turbine; the upper part of the tower column of the multi-column tower is inclined to the center to form a top platform at the upper end of the multi-column tower The area of the tower is small, and the area of the lower tower chassis is large, which is conducive to the stability of the multi-column tower. The multi-columns are welded by commercially available ready-made steel pipes of the same diameter, with low cost, simple construction process, low technical difficulty, high construction efficiency, low construction cost and short construction period. Moreover, the diameter of the multi-column is small, the wind receiving area is small, and the lateral load is reduced.

Figure 201120123166

Description

风力发电机用的多立柱塔架Multi-column towers for wind turbines

技术领域 technical field

本实用新型涉及风力发电机领域。  The utility model relates to the field of wind power generators. the

背景技术 Background technique

风力发电机使用自然风力来发电,由于有经济、环保的优点,越来越受到人们的重视,是绿色能源,风力发电技术也得到了高速发展。  Wind generators use natural wind power to generate electricity. Due to the advantages of economy and environmental protection, people pay more and more attention to it. It is a green energy source, and wind power generation technology has also been developed at a high speed. the

一般的风力发电机由下部的基础座,中间的塔筒和顶部的发电机及叶片、控制系统组成。其中的塔筒,下端安装在基础座上,上端安装发电机及叶片,是风力发电机的主要支撑,要承受风力发电机主要受力和负载,需要有很好的强度及刚度。一般的塔筒是上部小下部大的长柱形圆锥体,塔筒长度可达到百米,塔筒用钢板材料制作,塔筒的直径大,钢板经过下料、卷板,做成圆锥短段,再焊接成整体的塔筒,其施工工艺复杂、技术难度高、需要大型设备加工,施工效率低、建设成本高,投资大,建设周期长。而且,塔筒的直径大,受风面积大,横向负载大,强度要求高,材料用量大,成本高。  A general wind turbine consists of a base at the bottom, a tower in the middle, a generator at the top, blades, and a control system. Among them, the lower end of the tower is installed on the base, and the upper end is installed with the generator and blades. It is the main support of the wind turbine. To withstand the main forces and loads of the wind generator, it needs to have good strength and rigidity. The general tower is a long cylindrical cone with a small upper part and a large lower part. The length of the tower can reach 100 meters. The tower is made of steel plate material. The diameter of the tower is large. The steel plate is cut and rolled to make a short cone , and then welded into a whole tower tube, its construction process is complex, technical difficulty is high, large-scale equipment processing is required, construction efficiency is low, construction cost is high, investment is large, and construction period is long. Moreover, the diameter of the tower is large, the wind receiving area is large, the lateral load is large, the strength requirement is high, the material consumption is large, and the cost is high. the

发明内容 Contents of the invention

本实用新型所要解决的技术问题是,提供一种风力发电机用的多立柱塔架,能承受强风载荷,有很好的强度及刚度,多立柱采用相同直径的市售现成的钢管,成本低,施工工艺简单,技术难度低,不需要大型设备加工,施工效率高、建设成本低,投资小,建设周期短。而且,多立柱的直径小,受风面积小,减少横向负载。  The technical problem to be solved by the utility model is to provide a multi-column tower for wind power generators, which can withstand strong wind loads and has good strength and rigidity. The multi-columns adopt commercially available steel pipes with the same diameter, and the cost is low , The construction process is simple, the technical difficulty is low, no large-scale equipment processing is required, the construction efficiency is high, the construction cost is low, the investment is small, and the construction period is short. Moreover, the diameter of the multi-column is small, the wind receiving area is small, and the lateral load is reduced. the

为了解决上述技术问题,本实用新型采用的技术方案是:多立柱塔架 包括塔架顶部平台、塔架立柱、加强横梁、塔架底盘;塔架顶部平台上部为平面,平面的上部安装发电机组和风扇叶,塔架立柱为上下方向的空心圆柱钢管,塔架立柱有复数个,增加塔架立柱的刚度与强度的加强横梁位于塔架中间,将塔架立柱的相邻立柱横向连接,加强横梁有复数层,塔架底盘位于多立柱塔架的下部,塔架底盘的上平面焊接固定塔架立柱,塔架底盘的底部平面用塔架固定螺丝固定在风力发电机的基座上,塔架顶部平台、塔架立柱、加强横梁、塔架底盘焊接成一体。  In order to solve the above technical problems, the technical solution adopted by the utility model is: the multi-column tower includes a tower top platform, a tower column, a reinforced beam, and a tower chassis; the upper part of the tower top platform is a plane, and the generator set is installed on the top of the plane and fan blades, the tower column is a hollow cylindrical steel pipe in the up and down direction, there are multiple tower columns, and the reinforcing beam that increases the rigidity and strength of the tower column is located in the middle of the tower, connecting the adjacent columns of the tower column horizontally, strengthening The beam has multiple layers. The tower chassis is located at the lower part of the multi-column tower. The upper plane of the tower chassis is welded to fix the tower columns. The bottom plane of the tower chassis is fixed on the base of the wind turbine with tower fixing screws. The top platform of the frame, the column of the tower frame, the reinforced beam, and the chassis of the tower frame are welded into one. the

所述的塔架立柱的立柱个数是三个、四个、六个。  The number of columns of the tower column is three, four, six. the

所述的塔架顶部平台和塔架底盘是圆形、三角形、四方形、六角形的平板,平板有增加强度和刚度的加强筋。  The platform at the top of the tower and the chassis of the tower are circular, triangular, square, or hexagonal flat plates, and the flat plates have reinforcing ribs to increase strength and rigidity. the

所述的加强横梁是一层、二层、三层、四层、五层,每层加强横梁用空心圆柱钢管焊接在各相邻塔架立柱之间。  The reinforcing crossbeams are one-story, two-story, three-story, four-story and five-story, and each layer of strengthening crossbeams is welded between adjacent tower columns with hollow cylindrical steel pipes. the

所述的多立柱塔架的塔架立柱上部向中心倾斜,形成多立柱塔架上端顶部平台的面积小,下部的塔架底盘面积大,有利于多立柱塔架的稳定。  The upper part of the tower column of the multi-column tower is inclined to the center, forming a small area of the top platform at the upper end of the multi-column tower, and a large area of the lower tower chassis, which is beneficial to the stability of the multi-column tower. the

本实用新型的有益效果是:多立柱塔架,能承受强风载荷,有很好的强度及刚度,多立柱采用相同直径的市售现成的钢管焊接,成本低,施工工艺简单,技术难度低,不需要大型设备加工,施工效率高、建设成本低,投资小,建设周期短。而且,多立柱的直径小,受风面积小,减少横向负载。  The beneficial effects of the utility model are: the multi-column tower can bear the strong wind load, and has good strength and rigidity; the multi-column is welded with commercially available steel pipes of the same diameter, the cost is low, the construction process is simple, and the technical difficulty is low. No need for large-scale equipment processing, high construction efficiency, low construction cost, small investment, and short construction period. Moreover, the diameter of the multi-column is small, the wind receiving area is small, and the lateral load is reduced. the

附图说明 Description of drawings

1.图1是多立柱塔架第一种实施例的正面剖视图。  1. Figure 1 is a front sectional view of the first embodiment of a multi-column tower. the

2.图2是图1的A-A剖视图。  2. Figure 2 is a cross-sectional view along line A-A of Figure 1 . the

3.图3是多立柱塔架第二种实施例的正面剖视图。  3. Figure 3 is a front sectional view of a second embodiment of a multi-column tower. the

4.图4是图3的B-B剖视图。  4. Fig. 4 is a B-B sectional view of Fig. 3 . the

在图中:  In the picture:

1.发电机组        2.风扇叶  1. Generator set 2. Fan blades

3.多立柱塔架      4.塔架顶部平台  3. Multi-column tower 4. Tower top platform

5.塔架立柱        6.塔架中部加强横梁  5. Tower column 6. Reinforced beam in the middle of the tower

7.塔架底盘        8.塔架固定螺丝  7. Tower chassis 8. Tower fixing screws

9.风力发电机的基座  9. The base of the wind turbine

具体实施方式 Detailed ways

下面结合附图和具体实施方式对本实用新型作进一步详细说明:图1、图2是本实用新型的第一种实施例。图3、图4是本实用新型的第二种实施例。  Below in conjunction with accompanying drawing and specific embodiment the utility model is described in further detail: Fig. 1, Fig. 2 are the first kind of embodiment of the utility model. Fig. 3, Fig. 4 are the second embodiment of the present utility model. the

图1是多立柱塔架第一种实施例的正面剖视图。图2是图1的A-A剖视图。图3是多立柱塔架第二种实施例的正面剖视图。图4是图3的B-B剖视图。  Fig. 1 is a front sectional view of a first embodiment of a multi-column tower. Fig. 2 is a cross-sectional view along line A-A of Fig. 1 . Fig. 3 is a front sectional view of a second embodiment of a multi-column tower. Fig. 4 is a B-B sectional view of Fig. 3 . the

由图1、图2、图3、图4中可以看出,多立柱塔架3的上端安装发电机组1和风扇叶2,多立柱塔架3将发电机组1和风扇叶2支承在高空,风扇叶2在风力的作用下旋转,带动发电机组1发电,多立柱塔架支撑风力发电机的重量和载荷。  As can be seen from Fig. 1, Fig. 2, Fig. 3 and Fig. 4, the upper end of the multi-column tower 3 is equipped with the generator set 1 and the fan blade 2, and the multi-column tower 3 supports the generator set 1 and the fan blade 2 at high altitude, The fan blades 2 rotate under the action of wind force to drive the generator set 1 to generate electricity, and the multi-column tower supports the weight and load of the wind generator. the

风力发电机的基座9位于地面或水上,风力发电机是现有常用的风力发电机,可以有各种不同功率、不同结构和重量,本实用新型适用于重量体积大的大功率风力发电机。风力发电机的下部是风力发电机的基座9,风力发电机的基座9的顶端用塔架固定螺丝8安装固定多立柱塔架3,塔架顶部平台4、塔架立柱5、加强横梁6、塔架底盘7焊接成一体。  The base 9 of the wind-driven generator is located on the ground or on the water. The wind-driven generator is an existing commonly used wind-driven generator, which can have various powers, different structures and weights. The utility model is suitable for high-power wind-driven generators with large weight and volume . The bottom of the wind-driven generator is the base 9 of the wind-driven generator, and the top of the base 9 of the wind-driven generator is installed and fixed with a tower fixing screw 8 with a multi-column tower 3, a platform 4 at the top of the tower, a tower column 5, and a reinforcing beam 6. The tower chassis 7 is welded into one body. the

多立柱塔架3包括塔架顶部平台4、塔架立柱5、加强横梁6、 塔架底盘7;塔架顶部平台4上部为平面,平面的上部安装发电机组1和风扇叶2,塔架立柱5为上下方向的空心圆柱钢管,塔架立柱5有复数个,增加塔架立柱5的刚度与强度的加强横梁6位于塔架中间,将塔架立柱5的相邻立柱横向连接,加强横梁6有复数层,塔架底盘7位于多立柱塔架3的下部,塔架底盘7的上平面焊接固定塔架立柱5,塔架底盘7的底部平面用塔架固定螺丝8固定在风力发电机的基座9上,塔架顶部平台4、塔架立柱5、塔架中部加强横梁6、塔架底盘7焊接成一体。  The multi-column tower 3 includes a tower top platform 4, a tower column 5, a reinforced beam 6, and a tower chassis 7; 5 is a hollow cylindrical steel pipe in the up-and-down direction. There are multiple tower columns 5. The reinforced beam 6 that increases the rigidity and strength of the tower column 5 is located in the middle of the tower, and the adjacent columns of the tower column 5 are connected horizontally. There are multiple layers, the tower chassis 7 is located at the lower part of the multi-column tower 3, the upper plane of the tower chassis 7 is welded and fixed to the tower column 5, and the bottom plane of the tower chassis 7 is fixed on the wind turbine with tower fixing screws 8 On the base 9, the platform 4 at the top of the tower, the column 5 of the tower, the reinforcing beam 6 in the middle of the tower, and the chassis 7 of the tower are welded into one. the

塔架立柱5的立柱个数是三个、四个、六个。  The number of columns of the tower column 5 is three, four, or six. the

塔架顶部平台4和塔架底盘7是圆形、三角形、四方形的平板,平板有增加强度和刚度的加强筋。  The tower top platform 4 and the tower chassis 7 are circular, triangular, and square flat plates, and the flat plates have reinforcing ribs to increase strength and rigidity. the

加强横梁6是一层、二层、三层、四层、五层,每层加强横梁6用空心圆柱钢管焊接在各相邻塔架立柱5之间,图中为一层。  Reinforced crossbeam 6 is one floor, two floors, three floors, four floors, five floors, and every layer of reinforced crossbeam 6 is welded between each adjacent tower column 5 with hollow cylindrical steel pipes, which is one floor in the figure. the

多立柱塔架的塔架立柱5上部向中心倾斜,形成多立柱塔架上端顶部平台4的面积小,下部的塔架底盘7面积大,有利于多立柱塔架的稳定。  The upper part of the tower column 5 of the multi-column tower is inclined to the center, forming a small area of the top platform 4 at the upper end of the multi-column tower, and the area of the lower tower chassis 7 is large, which is conducive to the stability of the multi-column tower. the

由图1、图2所示为第一种实施例,塔架立柱5的塔架顶部平台4是三角形,加强横梁6是一层,也可以是多层,塔架底盘7是圆形,也可以是其它正多边形,塔架底盘7有加强筋,塔架立柱5的立柱个数是三个。  Shown in Fig. 1 and Fig. 2 is the first embodiment, the tower top platform 4 of the tower column 5 is a triangle, the reinforcing beam 6 is one layer, and it can also be multi-layered, and the tower chassis 7 is a circle, also It can be other regular polygons, the tower chassis 7 has reinforcing ribs, and the number of tower columns 5 is three. the

由图2、图3所示为第二种实施例,塔架立柱5的塔架顶部平台4是四方形,加强横梁6是一层,也可以是多层,塔架底盘7是圆形,也可以是其它正多边形,塔架底盘7有加强筋,塔架立柱5的立柱个数是四个。  Shown in Fig. 2 and Fig. 3 is the second embodiment, the tower top platform 4 of the tower column 5 is a square, the reinforcing beam 6 is one layer, and it can also be multi-layered, and the tower chassis 7 is circular, It can also be other regular polygons, the tower chassis 7 has reinforcement ribs, and the number of tower columns 5 is four. the

本实用新型的有益效果是:多立柱塔架,能承受强风载荷,有很好 的强度及刚度,多立柱采用相同直径的市售现成的钢管焊接,成本低,施工工艺简单,技术难度低,不需要大型设备加工,施工效率高、建设成本低,投资小,建设周期短。而且,多立柱的直径小,受风面积小,减少横向负载。  The beneficial effects of the utility model are: the multi-column tower can bear the strong wind load and has good strength and rigidity; the multi-column is welded with commercially available steel pipes of the same diameter, the cost is low, the construction process is simple, and the technical difficulty is low. No need for large-scale equipment processing, high construction efficiency, low construction cost, small investment, and short construction period. Moreover, the diameter of the multi-column is small, the wind receiving area is small, and the lateral load is reduced. the

Claims (5)

1.一种风力发电机用的多立柱塔架,其特征是:多立柱塔架(3)包括塔架顶部平台(4)、塔架立柱(5)、加强横梁(6)、塔架底盘(7);塔架顶部平台(4)上部为平面,平面的上部安装发电机组(1)和风扇叶(2),塔架立柱(5)为上下方向的空心圆柱钢管,塔架立柱(5)有复数个,增加塔架立柱(5)的刚度与强度的加强横梁(6)位于塔架中间,将塔架立柱(5)的相邻立柱横向连接,加强横梁(6)有复数层,塔架底盘(7)位于多立柱塔架(3)的下部,塔架底盘(7)的上平面焊接固定塔架立柱(5),塔架底盘(7)的底部平面用塔架固定螺丝(8)固定在风力发电机的基座(9)上,塔架顶部平台(4)、塔架立柱(5)、加强横梁(6)、塔架底盘(7)焊接成一体。 1. A multi-column tower for wind-driven generators, characterized in that: multi-column tower (3) comprises a tower top platform (4), a tower column (5), a reinforcing beam (6), a tower chassis (7); the top of the tower top platform (4) is a plane, and the generator set (1) and fan blade (2) are installed on the top of the plane, and the tower column (5) is a hollow cylindrical steel pipe in the up-down direction, and the tower column (5 ) are plural, the reinforcing beam (6) that increases the rigidity and strength of the tower column (5) is located in the middle of the tower, and connects the adjacent columns of the tower column (5) horizontally, and the reinforcing beam (6) has multiple layers, The tower chassis (7) is positioned at the bottom of the multi-column tower (3), and the upper plane of the tower chassis (7) is welded to fix the tower column (5), and the bottom plane of the tower chassis (7) is fixed with a tower screw ( 8) It is fixed on the base (9) of the wind power generator, and the tower top platform (4), the tower column (5), the reinforcing beam (6), and the tower chassis (7) are welded into one. 2.据权利要求1所述的风力发电机用的多立柱塔架,其特征是:塔架立柱(5)的立柱个数是三个、四个、六个。 2. The multi-column tower for wind power generators according to claim 1, characterized in that: the number of columns of the tower columns (5) is three, four or six. 3.据权利要求1所述的风力发电机用的多立柱塔架,其特征是:塔架顶部平台(4)和塔架底盘(7)是圆形、三角形、四方形、六角形的平板,平板有增加强度和刚度的加强筋。 3. The multi-column tower used for wind power generators according to claim 1 is characterized in that: the tower top platform (4) and the tower chassis (7) are circular, triangular, square, hexagonal flat plates , the flat plate has ribs for added strength and rigidity. 4.据权利要求1所述的风力发电机用的多立柱塔架,其特征是:加强横梁(6)是一层、二层、三层、四层、五层,每层加强横梁(6)用空心圆柱钢管焊接在各相邻塔架立柱(5)之间。 4. The multi-column tower used for wind power generator according to claim 1 is characterized in that: the reinforcement crossbeam (6) is one floor, two floors, three floors, four floors, five floors, and each layer of reinforcement crossbeam (6 ) is welded between each adjacent tower column (5) with a hollow cylindrical steel pipe. 5.据权利要求1所述的风力发电机用的多立柱塔架,其特征是:多立柱塔架的塔架立柱(5)上部向中心倾斜,形成多立柱塔架上端顶部平台(4)的面积小,下部的塔架底盘(7)面积大,有利于多立柱塔架的稳定。  5. The multi-column tower for wind power generator according to claim 1, characterized in that: the upper part of the tower column (5) of the multi-column tower is inclined to the center, forming the top platform (4) at the upper end of the multi-column tower The area of the tower is small, and the tower chassis (7) of the bottom has a large area, which is conducive to the stability of the multi-column tower. the
CN2011201231664U 2011-04-25 2011-04-25 Tower support with multiple vertical posts for wind driven generator Expired - Fee Related CN202040032U (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104696171A (en) * 2015-04-03 2015-06-10 浙江国星实业有限公司 Detachable wind generator tower
CN107429670A (en) * 2015-03-03 2017-12-01 尼西姆·阿加西 Reduced-profile wind tower systems for land-based and offshore applications
CN108468618A (en) * 2018-01-22 2018-08-31 佛山尉达科技有限公司 wind power plant
CN115839315A (en) * 2023-02-16 2023-03-24 远大可建科技有限公司 A multi-tube wind power tower

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107429670A (en) * 2015-03-03 2017-12-01 尼西姆·阿加西 Reduced-profile wind tower systems for land-based and offshore applications
CN107429670B (en) * 2015-03-03 2020-04-14 尼西姆·阿加西 Reduced-profile wind tower systems for land-based and offshore applications
CN104696171A (en) * 2015-04-03 2015-06-10 浙江国星实业有限公司 Detachable wind generator tower
CN108468618A (en) * 2018-01-22 2018-08-31 佛山尉达科技有限公司 wind power plant
CN115839315A (en) * 2023-02-16 2023-03-24 远大可建科技有限公司 A multi-tube wind power tower
CN115839315B (en) * 2023-02-16 2025-08-05 远大可建科技有限公司 A multi-tube wind turbine tower

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