CN210007646U - wind-resistant stable large-span photovoltaic supporting structure - Google Patents

wind-resistant stable large-span photovoltaic supporting structure Download PDF

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CN210007646U
CN210007646U CN201921025188.XU CN201921025188U CN210007646U CN 210007646 U CN210007646 U CN 210007646U CN 201921025188 U CN201921025188 U CN 201921025188U CN 210007646 U CN210007646 U CN 210007646U
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span
main beam
horizontal main
wind
support structure
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楼巍
李天昊
徐海巍
杨宏毅
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Zhejiang University ZJU
PowerChina Huadong Engineering Corp Ltd
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Zhejiang University ZJU
PowerChina Huadong Engineering Corp Ltd
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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
    • Y02E10/40Solar thermal energy, e.g. solar towers
    • Y02E10/47Mountings or tracking
    • 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
    • Y02E10/50Photovoltaic [PV] energy

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Abstract

The utility model provides a stable large-span photovoltaic supporting structure of anti-wind, horizontal girder through violently indulging staggered arrangement, vertical girder and be equipped with the major structure intensity that the support column can improve large-span photovoltaic supporting structure effectively in the crossing of horizontal girder and vertical girder, in addition, stretch out cable and vertical vaulting pole through large-span photovoltaic supporting structure below, mutually support between horizontal girder and anchor cable and the anchor basis, can satisfy the structural strength of large-span photovoltaic supporting structure on span direction, thereby can realize photovoltaic module's reasonable effective arrangement under all kinds of complicated topography, simultaneously can make full use of large-span photovoltaic supporting structure's lower part space, and large-span photovoltaic supporting structure has the span big, displacement deformation is little and advantages such as anti-wind is steady, can general application in the photovoltaic engineering project under all kinds of site environment.

Description

一种抗风稳定的大跨度光伏支架结构A wind-resistant and stable large-span photovoltaic support structure

技术领域technical field

本实用新型涉及光伏支架结构的抗风设计领域,特别是涉及一种抗风稳定的大跨度光伏支架结构。The utility model relates to the field of wind resistance design of photovoltaic support structures, in particular to a large-span photovoltaic support structure with wind resistance and stability.

背景技术Background technique

在国家大力发展新能源的战略背景下,光伏发电技术获得了市场的广泛青睐。随着该行业的快速发展,优质的项目用地资源快速消耗殆尽。为了满足日益旺盛的市场需求的同时节省投资成本,开发非优质项目用地,如山地,潮间带,水池上空等将成为未来该行业发展的主要趋势。而传统光伏支架结构在这些领域的应用则显得不够灵活,光伏组件布置率低且造价成本高。Against the background of the country's strategy of vigorously developing new energy, photovoltaic power generation technology has been widely favored by the market. With the rapid development of the industry, high-quality project land resources are rapidly exhausted. In order to meet the growing market demand while saving investment costs, the development of non-high-quality project land, such as mountains, intertidal zones, and the sky above pools, will become the main trend of the future development of the industry. However, the application of the traditional photovoltaic support structure in these fields is not flexible enough, and the photovoltaic module layout rate is low and the cost is high.

因此,为了适应这些复杂场地条件,提高场地的空间利用率从而增加发电效率和提升投资经济性,有必要开发一种抗风稳定的新型大跨度光伏支架结构。相比传统地面支架结构这种新型支架结构具有跨度大,场地包容性强,发电量高和施工方便等优点,并且不影响光伏组件下部空间的使用,因而能够被广泛应用到农光互补和渔光互补等领域当中,将具有广泛的应用前景。Therefore, in order to adapt to these complex site conditions, improve the space utilization rate of the site, thereby increase the power generation efficiency and improve the investment economy, it is necessary to develop a new type of large-span photovoltaic support structure with wind resistance and stability. Compared with the traditional ground support structure, this new support structure has the advantages of large span, strong site tolerance, high power generation and convenient construction. In the fields of optical complementarity and other fields, it will have a wide range of application prospects.

实用新型内容Utility model content

本实用新型的目的在于,针对现有技术中存在的问题,提供一种抗风稳定的大跨度光伏支架结构,使其能够在任何复杂地形环境下大跨度规则地布置光伏组件,并且能够实现结构的抗风稳定,从而保证光伏组件的正常稳定运行。The purpose of the present invention is to provide a wind-resistant and stable large-span photovoltaic support structure in view of the problems existing in the prior art, so that the photovoltaic modules can be regularly arranged in a large-span in any complex terrain environment, and the structure can be realized. The wind resistance is stable, so as to ensure the normal and stable operation of photovoltaic modules.

为此,本实用新型的上述目的可以通过以下技术方案来实现:For this reason, the above-mentioned purpose of the present utility model can be achieved through the following technical solutions:

一种抗风稳定的大跨度光伏支架结构,所述抗风稳定的大跨度光伏支架结构包括沿着垂直于跨度方向布置的多段水平主梁和布置在跨度方向两端的纵向主梁,所述水平主梁和纵向主梁之间形成交错且交错处的下方设有支撑柱以用于向上支撑大跨度光伏支架结构主体;所述大跨度光伏支架结构上方设有纵向檩条,所述纵向檩条沿着垂直于跨度方向横跨其下方布置的水平主梁且纵向檩条的下部与水平主梁刚性连接,所述纵向檩条的顶部安装有光伏组件;所述水平主梁下方设有横跨整个水平主梁的张拉索,所述水平主梁与张拉索之间设有两端分别与水平主梁和张拉索分别铰接的竖向撑杆;所述张拉索的外端与锚固索相连接,所述锚固索的另一端固定至锚固基础。A wind-resistant and stable large-span photovoltaic support structure, the wind-resistant and stable large-span photovoltaic support structure includes a plurality of horizontal main beams arranged perpendicular to the span direction and longitudinal main beams arranged at both ends of the span direction. A stagger is formed between the main beam and the longitudinal main beam, and a support column is arranged below the stagger to support the main body of the large-span photovoltaic support structure upward; longitudinal purlins are arranged above the large-span photovoltaic support structure, and the longitudinal purlins are along the The horizontal main beam arranged across the lower part perpendicular to the span direction and the lower part of the longitudinal purlin is rigidly connected with the horizontal main beam, the top of the longitudinal purlin is installed with photovoltaic modules; The tension cable, the horizontal main beam and the tension cable are provided with vertical struts whose ends are hinged with the horizontal main beam and the tension cable respectively; the outer end of the tension cable is connected with the anchor cable , the other end of the anchoring cable is fixed to the anchoring foundation.

本实用新型在采用以上技术方案的同时,还可以采用或者组合采用如下技术方案:While adopting the above technical solutions, the present invention can also adopt or combine the following technical solutions:

作为本实用新型的优选方案,所述水平主梁的两侧底部设有沿水平主梁的跨度中心线方向对称的抗风稳定索,所述抗风稳定索的一端固定至该水平主梁对应的支撑柱上,所述抗风稳定索的另一端与水平主梁距离其端部三分之一跨度处的水平主梁底部相铰接。本实用新型设置抗风稳定索,且抗风稳定索的一端与水平主梁距离其端部三分之一跨度处的水平主梁底部相铰接,另一端调节适当位置后固定在该水平主梁对应的支撑柱上,从而能够保证整个大跨度光伏支架结构的抗风稳定性。As a preferred solution of the present invention, the bottoms of both sides of the horizontal main beam are provided with wind-resistant stabilizing cables symmetrical along the span centerline of the horizontal main girder, and one end of the wind-resistant stabilizing cables is fixed to the corresponding horizontal main beam. On the supporting column, the other end of the wind-resistant stabilizing cable is hinged with the bottom of the horizontal main beam at one third of the span from the end of the horizontal main beam. The utility model is provided with an anti-wind stabilizing cable, and one end of the anti-wind stabilizing cable is hinged with the bottom of the horizontal main beam at one third of the span of the end, and the other end is fixed to the horizontal main beam after adjusting the appropriate position. On the corresponding support columns, the wind resistance stability of the entire large-span photovoltaic support structure can be ensured.

作为本实用新型的优选方案,张拉索沿着抗风稳定的大跨度光伏支架结构的跨度方向设置为二次抛物线或者悬链线的形状,且竖向撑杆的长度设置为其在水平主梁上的设置处与其下方的张拉索之间的间距。As a preferred solution of the present invention, the tension cable is set in the shape of a secondary parabola or a catenary along the span direction of the wind-resistant and stable large-span photovoltaic support structure, and the length of the vertical strut is set so that it is in the horizontal main direction. The spacing between the setting on the beam and the tension cables below it.

作为本实用新型的优选方案,所述竖向撑杆为仅受拉压的二力杆,且竖向撑杆与水平主梁的连接位置处设置为双向可转的铰接结构,避免张拉过程中竖向撑杆对水平主梁产生较大的附加弯矩,从而增大水平主梁上构件的端部应力。As a preferred solution of the present invention, the vertical strut is a two-force rod that is only subjected to tension and compression, and the connection position between the vertical strut and the horizontal main beam is set as a bidirectionally rotatable hinge structure to avoid the tensioning process. The middle vertical struts produce a large additional bending moment on the horizontal main beam, thereby increasing the end stress of the members on the horizontal main beam.

本实用新型提供一种抗风稳定的大跨度光伏支架结构,通过横纵交错布置的水平主梁、纵向主梁以及在水平主梁和纵向主梁的交错处设有支撑柱能够有效地提高大跨度光伏支架结构的主体结构强度;此外,通过大跨度光伏支架结构下方张拉索与竖向撑杆、水平主梁以及锚固索和锚固基础之间的相互配合,能够满足大跨度光伏支架结构在跨度方向上的结构强度,从而能够实现各类复杂地形下光伏组件的合理有效布置,同时能够充分利用大跨度光伏支架结构的下部空间,并且大跨度光伏支架结构具有跨度大、位移变形小及抗风稳定等优点,能够广泛应用到各类场地环境下的光伏工程项目中。The utility model provides a large-span photovoltaic support structure with wind resistance and stability. The horizontal main beam and the vertical main beam are arranged in a staggered manner, and the supporting columns are arranged at the staggered position of the horizontal main beam and the longitudinal main beam. The strength of the main structure of the span photovoltaic support structure; in addition, through the cooperation between the tension cable under the large-span photovoltaic support structure, the vertical strut, the horizontal main beam, the anchoring cable and the anchoring foundation, it can meet the requirements of the large-span photovoltaic support structure. The structural strength in the span direction can realize the reasonable and effective arrangement of photovoltaic modules under various complex terrains, and at the same time can make full use of the lower space of the large-span photovoltaic support structure, and the large-span photovoltaic support structure has large span, small displacement deformation and resistance to Wind stability and other advantages can be widely used in photovoltaic engineering projects in various site environments.

附图说明Description of drawings

图1为本实用新型所提供的大跨度光伏支架结构的平面图。FIG. 1 is a plan view of a large-span photovoltaic support structure provided by the present invention.

图2为本实用新型所提供的大跨度光伏支架结构的正视图。FIG. 2 is a front view of the large-span photovoltaic support structure provided by the present invention.

具体实施方式Detailed ways

参照附图和具体实施例对本实用新型作进一步详细地描述。The present utility model will be described in further detail with reference to the accompanying drawings and specific embodiments.

如图1~2所示,一种抗风稳定的大跨度光伏支架结构,其包括水平主梁1和纵向主梁2,水平主梁1的延伸方向平行于大跨度光伏支架结构的跨度方向,纵向主梁2布置在水平主梁1的两端且垂直于水平主梁。水平主梁1和纵向主梁2的相交位置处底部设有支撑柱子3。水平主梁1的顶部设有与之刚性连接的纵向檩条4,纵向檩条4的顶部通过螺栓安装光伏组件5。水平主梁1的底部通过铰接的方式与竖向撑杆6相连,竖向撑杆6的另一端与大跨度光伏支架结构下方布置的张拉索7相连接。张拉索7两端则通过锚固索8与锚固基础9相连。为了保证结构的抗风稳定性,通过在水平主梁1下方沿水平主梁的跨度中心线方向对称地布置抗风稳定索10来实现,抗风稳定索10的一端固定至该水平主梁1对应的支撑柱3上,抗风稳定索10的另一端与水平主梁1距离其端部三分之一跨度处的水平主梁底部相铰接。As shown in Figures 1-2, a wind-resistant and stable large-span photovoltaic support structure includes a horizontal main beam 1 and a longitudinal main beam 2. The extension direction of the horizontal main beam 1 is parallel to the span direction of the large-span photovoltaic support structure. The longitudinal main beams 2 are arranged at both ends of the horizontal main beams 1 and are perpendicular to the horizontal main beams. A support column 3 is provided at the bottom at the intersection of the horizontal main beam 1 and the longitudinal main beam 2 . The top of the horizontal main beam 1 is provided with a longitudinal purlin 4 rigidly connected to it, and the photovoltaic module 5 is installed on the top of the longitudinal purlin 4 through bolts. The bottom of the horizontal main beam 1 is connected with the vertical strut 6 by means of hinges, and the other end of the vertical strut 6 is connected with the tension cable 7 arranged under the large-span photovoltaic support structure. Both ends of the tension cable 7 are connected to the anchor foundation 9 through the anchor cable 8 . In order to ensure the wind resistance stability of the structure, it is realized by symmetrically arranging the wind resistance stabilizing cable 10 under the horizontal main beam 1 along the span centerline direction of the horizontal main beam, and one end of the wind resistance stabilizing cable 10 is fixed to the horizontal main beam 1 On the corresponding support column 3 , the other end of the wind-resistant stabilizing cable 10 is hinged to the bottom of the horizontal main beam 1 at one third of the span of the end of the horizontal main beam 1 .

在本实施例中,张拉索7和抗风稳定索10所施加的预应力大小以使大跨度光伏支架结构的平面在未受外部荷载作用下的位移变形接近于0为宜,且施加的预应力大小不宜超过拉索设计强度的50%。In this embodiment, the magnitude of the prestress applied by the tension cable 7 and the anti-wind stabilizing cable 10 is suitable to make the displacement and deformation of the plane of the large-span photovoltaic support structure close to 0 under no external load, and the applied The prestress should not exceed 50% of the cable design strength.

在本实施例中,竖向撑杆6为仅受拉压的二力杆,且竖向撑杆6与水平主梁1的连接位置处设置为双向可转的铰接结构,避免张拉过程中竖向撑杆6对水平主梁1产生较大的附加弯矩,从而增大水平主梁1上构件的端部应力。In this embodiment, the vertical strut 6 is a two-force rod that is only subjected to tension and compression, and the connection position between the vertical strut 6 and the horizontal main beam 1 is set as a two-way rotatable hinge structure to avoid tension during the tension process. The vertical struts 6 generate a large additional bending moment on the horizontal main beam 1 , thereby increasing the end stress of the members on the horizontal main beam 1 .

在本实施例中,张拉索7沿着大跨度光伏支架结构的跨度方向设置为二次抛物线的形状,当然在其他的实施例中,也可以设置为悬链线的形状,且竖向撑杆6的长度设置为其在水平主梁1上的设置处与其下方的张拉索7之间的间距。In this embodiment, the tension cable 7 is set in the shape of a quadratic parabola along the span direction of the large-span photovoltaic support structure. Of course, in other embodiments, it can also be set in the shape of a catenary, and the vertical support The length of the rod 6 is set at the distance between its location on the horizontal main beam 1 and the tension cable 7 below it.

本实用新型所提供的一种抗风稳定的大跨度光伏支架结构通过以下方式进行组装:The wind-resistant and stable large-span photovoltaic support structure provided by the utility model is assembled in the following manner:

首先,根据大跨度光伏支架结构的布置图进行支撑柱3、水平主梁1和纵向主梁2的安装,接着安装纵向檩条4,然后将水平主梁1和纵向撑杆6相连,完成梁底部张拉索7、抗风稳定索10以及锚固索8的安装,并对张拉索7和抗风稳定索10施加预应力,预应力大小以满足大跨度光伏支架结构的平面在重力荷载作用下最大位移接近于0为宜,最后在纵向檩条4的上部安装光伏组件5。First, install the support column 3, the horizontal main beam 1 and the longitudinal main beam 2 according to the layout diagram of the large-span photovoltaic support structure, then install the longitudinal purlins 4, and then connect the horizontal main beam 1 and the longitudinal strut 6 to complete the bottom of the beam The installation of the tension cable 7, the wind-resistant stabilizing cable 10 and the anchoring cable 8, and prestressing the tension cable 7 and the wind-resistant stabilizing cable 10, and the prestress is large enough to meet the plane of the large-span photovoltaic support structure under the action of gravity load The maximum displacement is preferably close to 0, and finally the photovoltaic module 5 is installed on the upper part of the longitudinal purlin 4.

上述具体实施方式用来解释说明本实用新型,仅为本实用新型的优选实施例,而不是对本实用新型进行限制,在本实用新型的精神和权利要求的保护范围内,对本实用新型作出的任何修改、等同替换、改进等,都落入本实用新型的保护范围。The above-mentioned specific embodiments are used to explain the present utility model, and are only preferred embodiments of the present utility model, rather than limiting the present utility model. Within the spirit of the present utility model and the protection scope of the claims, any Modifications, equivalent replacements, improvements, etc., all fall within the protection scope of the present invention.

Claims (3)

1.一种抗风稳定的大跨度光伏支架结构,其特征在于:所述抗风稳定的大跨度光伏支架结构包括沿着垂直于跨度方向布置的多段水平主梁和布置在跨度方向两端的纵向主梁,所述水平主梁和纵向主梁之间形成交错且交错处的下方设有支撑柱以用于向上支撑大跨度光伏支架结构主体;所述大跨度光伏支架结构上方设有纵向檩条,所述纵向檩条沿着垂直于跨度方向横跨其下方布置的水平主梁且纵向檩条的下部与水平主梁刚性连接,所述纵向檩条的顶部安装有光伏组件;所述水平主梁下方设有横跨整个水平主梁的张拉索,所述水平主梁与张拉索之间设有两端分别与水平主梁和张拉索分别铰接的竖向撑杆;所述张拉索的外端与锚固索相连接,所述锚固索的另一端固定至锚固基础。1. A wind-resistant and stable large-span photovoltaic support structure, characterized in that: the wind-resistant and stable large-span photovoltaic support structure comprises a plurality of sections of horizontal main beams arranged perpendicular to the span direction and longitudinal beams arranged at both ends of the span direction. The main beam, the horizontal main beam and the longitudinal main beam are staggered, and a support column is arranged below the stagger to support the main body of the large-span photovoltaic support structure upward; longitudinal purlins are arranged above the large-span photovoltaic support structure, The longitudinal purlin spans the horizontal main beam arranged below it along the direction perpendicular to the span, and the lower part of the longitudinal purlin is rigidly connected with the horizontal main beam, and a photovoltaic module is installed on the top of the longitudinal purlin; the lower part of the horizontal main beam is provided with A tension cable spanning the entire horizontal main beam, between the horizontal main beam and the tension cable, there are vertical struts whose ends are hinged to the horizontal main beam and the tension cable respectively; The ends are connected with anchor cables, the other ends of which are fixed to the anchor foundation. 2.根据权利要求1所述抗风稳定的大跨度光伏支架结构,其特征在于:所述水平主梁的两侧底部设有沿水平主梁的跨度中心线方向对称的抗风稳定索,所述抗风稳定索的一端固定至该水平主梁对应的支撑柱上,所述抗风稳定索的另一端与水平主梁距离其端部三分之一跨度处的水平主梁底部相铰接。2 . The large-span photovoltaic support structure with wind resistance and stability according to claim 1 , wherein the bottoms of both sides of the horizontal main beam are provided with wind-resistant and stable cables symmetrical along the span centerline of the horizontal main beam, so the One end of the wind-resistant stabilizing cable is fixed to the support column corresponding to the horizontal main beam, and the other end of the wind-resistant stabilizing cable is hinged to the bottom of the horizontal main beam at a third span of the horizontal main beam. 3.根据权利要求1所述抗风稳定的大跨度光伏支架结构,其特征在于:所述张拉索沿着抗风稳定的大跨度光伏支架结构的跨度方向设置为二次抛物线或者悬链线的形状,且竖向撑杆的长度设置为其在水平主梁上的设置处与其下方的张拉索之间的间距。3 . The wind-resistant and stable large-span photovoltaic support structure according to claim 1 , wherein the tension cable is set as a secondary parabola or a catenary along the span direction of the wind-resistant and stable large-span photovoltaic support structure. 4 . shape, and the length of the vertical strut is set to the distance between its setting on the horizontal main beam and the tension cable below it.
CN201921025188.XU 2019-07-03 2019-07-03 wind-resistant stable large-span photovoltaic supporting structure Active CN210007646U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111460662A (en) * 2020-03-31 2020-07-28 浙江大学 A method for establishing an aeroelastic model of a flexible photovoltaic support structure
CN112982794A (en) * 2021-02-08 2021-06-18 清华大学建筑设计研究院有限公司 Prestressed beam resisting wind suction force

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111460662A (en) * 2020-03-31 2020-07-28 浙江大学 A method for establishing an aeroelastic model of a flexible photovoltaic support structure
CN111460662B (en) * 2020-03-31 2022-05-03 浙江大学 Method for establishing aeroelastic model of flexible photovoltaic support structure
CN112982794A (en) * 2021-02-08 2021-06-18 清华大学建筑设计研究院有限公司 Prestressed beam resisting wind suction force

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