CN217115982U - Novel space cable net photovoltaic support system - Google Patents

Novel space cable net photovoltaic support system Download PDF

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CN217115982U
CN217115982U CN202220559064.5U CN202220559064U CN217115982U CN 217115982 U CN217115982 U CN 217115982U CN 202220559064 U CN202220559064 U CN 202220559064U CN 217115982 U CN217115982 U CN 217115982U
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cable
cables
valley
support
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戴靠山
龚俊
徐铭溪
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Sichuan University
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Sichuan University
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Abstract

The utility model belongs to the technical field of the photovoltaic capital construction, a novel space cable net photovoltaic supports system is related to. A novel space cable net photovoltaic supporting system mainly comprises ridge cables and valley cables which are alternately arranged in parallel, and oblique cables which are used for connecting the ridge cables and the valley cables; two ends of the ridge cable and the valley cable are respectively fixed at the top of the swing bracket; the bottom of the swing bracket is hinged to the ground embedded part; and arranging a supporting cable in a plane perpendicular to the direction of the ridge cable, and fixing a photovoltaic module bracket on the supporting cable. The utility model discloses a chevron shape sways the design of high, short post and makes the tip need not to erect large cross-section crossbeam, and the middle part does not have the stand, is applicable to multiple complicated topography, and the logical long ridge cable and the millet cable of arranging in turn link to each other with the cable chute through V-arrangement cable node, form the space cable net system that large-span and centre do not have the support, and the system wholeness is good, and three-dimensional rigidity obtains guaranteeing, provides reliable and stable support for photovoltaic module.

Description

一种新型空间索网光伏支撑体系A Novel Space Cable Net Photovoltaic Support System

技术领域technical field

本实用新型属于光伏基建技术领域,涉及一种新型空间索网光伏支撑体系。The utility model belongs to the technical field of photovoltaic infrastructure, and relates to a novel space cable net photovoltaic support system.

背景技术Background technique

为了响应国家节能减排的号召,光伏发电技术是当前能源发展的聚焦点之一。随着光伏发电项目的大规模建设,场地状况变得愈加复杂,包括:荒漠,戈壁,滩涂,鱼塘,污水厂,山地和屋顶等。为了适应不同且复杂的地形条件,柔性光伏支架被提出并得到了广泛的应用。相比固定式刚性光伏支架,采用柔性光伏支架具有明显的优点,包括:(1)自重小,用钢量少,基础数量小,造价低;(2)具有大跨度架空特点,适应多种地貌特征,增加环境空间的利用率;(3)预装性强,施工周期短。随着一些条件好的地形(如:荒漠、平原等)被开发完毕,同时,在国家推广渔光互补、农光互补以及复杂山地光伏的背景下,柔性光伏支架将具有广阔的应用前景。In response to the national call for energy conservation and emission reduction, photovoltaic power generation technology is one of the focuses of current energy development. With the large-scale construction of photovoltaic power generation projects, the site conditions have become more and more complex, including: deserts, Gobi, tidal flats, fish ponds, sewage plants, mountains and roofs. In order to adapt to different and complex terrain conditions, flexible photovoltaic stents have been proposed and widely used. Compared with fixed rigid photovoltaic supports, the use of flexible photovoltaic supports has obvious advantages, including: (1) small self-weight, less steel consumption, small number of foundations, and low cost; (2) it has the characteristics of long-span overhead and adapts to various landforms Features, increase the utilization rate of environmental space; (3) strong pre-installation, short construction period. With the development of some terrains with good conditions (such as deserts, plains, etc.), and at the same time, under the background of the country's promotion of complementary fishing and photovoltaics, complementary agricultural photovoltaics and complex mountain photovoltaics, flexible photovoltaic supports will have broad application prospects.

在当前部分光伏电站项目的设计中,柔性光伏支架一般采用单层悬索结构和预应力索桁架结构形式。其中,单层悬索结构是一种可变体系,在风荷载和非对称荷载作用下容易产生较大的机构性位移,这对于光伏组件是不利的;而且,在风吸方向上的刚度小;除此之外,为了减小跨中挠度,常在跨中设置支撑柱。预应力索桁架方案是解决单层索结构刚度小和形状不稳定性问题的一个有效途径,其以压杆或拉索系于承重索和稳定索之间,并采用施加预应力的方式提高体系刚度,使双层索结构共同抵抗外荷载。需要说明的是,预应力索桁架结构大多以一榀为最小单元,每一榀张拉在端部横梁上。其次,每个单元抵抗平面外变形的能力较弱(即:平面外刚度低),且各榀独自抵抗外荷载,整体性差。因此,该结构形式可实现的跨度有限,若要实现较大的跨度,需再加中部支撑柱。对于不宜在跨中设置支撑柱的场景(如:大型污水池),该体系将不适用。In the design of some current photovoltaic power station projects, flexible photovoltaic supports generally adopt the form of single-layer suspension cable structure and prestressed cable truss structure. Among them, the single-layer suspension cable structure is a variable system, which is prone to large mechanical displacement under the action of wind load and asymmetric load, which is unfavorable for photovoltaic modules; moreover, the stiffness in the wind suction direction is small. ; In addition, in order to reduce the mid-span deflection, support columns are often arranged in the mid-span. The prestressed cable truss scheme is an effective way to solve the problems of low stiffness and shape instability of the single-layer cable structure. stiffness, so that the double-layer cable structure can jointly resist external loads. It should be noted that most of the prestressed cable truss structures use a truss as the smallest unit, and each truss is stretched on the end beam. Secondly, the ability of each element to resist out-of-plane deformation is weak (that is, the out-of-plane stiffness is low), and each element independently resists external loads, resulting in poor integrity. Therefore, the span that can be achieved by this structure is limited, and if a larger span is to be realized, a central support column needs to be added. This system will not be suitable for scenarios where it is not appropriate to provide support columns in the middle of the span (eg, large cesspools).

实用新型内容Utility model content

本实用新型的目的在于提供一种新型空间索网光伏支撑体系,能够为光伏组件在不同荷载作用下提供可靠且稳定的支撑,适用于多种复杂地形和大跨度场地。The purpose of the utility model is to provide a novel space cable net photovoltaic support system, which can provide reliable and stable support for photovoltaic modules under different loads, and is suitable for various complex terrains and large-span sites.

为实现上述目的,本实用新型采用的技术方案是:一种新型空间索网光伏支撑体系,主要包括平行交替布置的脊索和谷索,以及连接所述脊索和谷索的斜索;所述脊索和谷索的两端分别固定在摇摆支架顶部;所述摇摆支架的底部铰接于地面预埋件上;在垂直于脊索走向的平面内布置支索,所述支索上固定光伏组件支架。In order to achieve the above purpose, the technical scheme adopted by the present invention is: a novel space cable net photovoltaic support system, which mainly includes notochords and valley cables arranged alternately in parallel, and oblique cables connecting the notochords and valley cables; the notochords The two ends of the and valley cables are respectively fixed on the top of the rocking support; the bottom of the rocking support is hinged on the ground embedded parts; the support cables are arranged in a plane perpendicular to the direction of the ridge cable, and the photovoltaic module brackets are fixed on the support cables.

进一步地,所述的摇摆支架顶部通过预应力的竖向拉索固定于地面预埋件上。Further, the top of the rocking support is fixed on the ground embedded parts through prestressed vertical cables.

进一步地,所述摇摆支架所在平面与水平面的夹角为30~60度。Further, the included angle between the plane where the rocking bracket is located and the horizontal plane is 30-60 degrees.

进一步地,所述的摇摆支架为人字形摇摆支架,夹角为20~40度。Further, the swinging bracket is a herringbone swinging bracket, and the included angle is 20-40 degrees.

进一步地,所述人字形摇摆支架包括与所述脊索连接的人字形摇摆高柱,及与所述谷索相连的人字形摇摆矮柱。Further, the herringbone-shaped swinging support includes a herringbone-shaped swinging high column connected with the notochord, and a herringbone-shaped swinging low column connected with the valley cable.

进一步地,所述的斜索分别连接固定在所述脊索和谷连上的V形索夹,在相邻的脊索和谷索之间形成连续的M形斜索网。Further, the oblique cables are respectively connected to the V-shaped cable clips fixed on the notochord and the valley, and a continuous M-shaped oblique cable network is formed between the adjacent ridges and valleys.

进一步地,所述的支索连接脊索上的一字形索夹,平行排列于相邻的脊索之间。Further, the branch cables are connected to the in-line cable clips on the notochords, and are arranged in parallel between adjacent notochords.

进一步地,所述光伏组件支架与脊索平面的倾角为10~39度。Further, the inclination angle between the photovoltaic module support and the notochord plane is 10-39 degrees.

相比现有的柔性光伏支架,本实用新型提供的新型空间索网光伏支撑体系,具有以下有益效果:Compared with the existing flexible photovoltaic support, the novel space cable net photovoltaic support system provided by the present invention has the following beneficial effects:

(1)能够实现大跨度且中部无立柱,适用于多种复杂地形;(1) It can achieve large span and no column in the middle, which is suitable for a variety of complex terrains;

(2)体系整体性好,三向刚度得到保证,为光伏组件提供可靠且稳定的支撑;(2) The integrity of the system is good, and the three-dimensional stiffness is guaranteed, providing reliable and stable support for photovoltaic modules;

(3)人字形摇摆柱受力形式简单,而且达到了端部无横梁的目的。(3) The force of the herringbone rocking column is simple, and the purpose of no beam at the end is achieved.

附图说明Description of drawings

图1 为本实用新型实施例中的新型空间索网光伏支撑体系的整体示意图;Fig. 1 is the overall schematic diagram of the photovoltaic support system of the novel space cable net in the embodiment of the present invention;

图2 为人字形摇摆支架和竖向拉索的构造示意图;Figure 2 is a schematic diagram of the structure of the herringbone swing bracket and the vertical cable;

图3 为脊索、谷索和斜索的连接节点构造示意图;Figure 3 is a schematic diagram of the connection node structure of the notochord, valley and oblique cables;

图4为V形索夹的结构示意图;Fig. 4 is the structural representation of V-shaped cable clamp;

图5 为脊索和支索的连接节点构造示意图;Figure 5 is a schematic diagram of the connection node structure of the notochord and the branch;

图6 为支索、角钢支架和光伏组件的安装示意图;Figure 6 is a schematic diagram of the installation of support cables, angle steel brackets and photovoltaic modules;

图中:1.脊索;2.谷索;3.斜索;4.人字形摇摆高柱;5.人字形摇摆矮柱;6.高柱竖向拉索;7.矮柱竖向拉索;8 支索;9.角钢支架;10.光伏组件;11.地面;12.独立基础;13.条形基础;14.竖向拉索锚固端;15.柱顶节点;16 铆钉铰接节点;17 脊索V形索夹;18.谷索V形索夹;19.一字形索夹;20.U形索夹。In the picture: 1. Notochord; 2. Valley cable; 3. Diagonal cable; 4. Herringbone swing high column; 5. Herringbone swing low column; 6. High column vertical cable; 7. Short column vertical cable ; 8 support cables; 9. Angle steel brackets; 10. Photovoltaic modules; 11. Ground; 12. Independent foundation; 13. Strip foundation; 14. Vertical cable anchoring end; 15. Column top node; 17. Notochord V-shaped cable clip; 18. Valley cable V-shaped cable clip; 19. In-line cable clip; 20. U-shaped cable clip.

具体实施方式Detailed ways

为了便于理解本实用新型,下面结合附图和具体实施例,对本实用新型进行更详细的说明。附图中给出了本实用新型的较佳的实施例。但是,本实用新型可以以许多不同的形式来实现,并不限于本说明书所描述的实施例。相反地,提供这些实施例的目的是使对本实用新型公开内容的理解更加透彻全面。In order to facilitate the understanding of the present utility model, the present utility model will be described in more detail below with reference to the accompanying drawings and specific embodiments. The preferred embodiments of the present utility model are shown in the accompanying drawings. However, the present invention can be implemented in many different forms and is not limited to the embodiments described in this specification. Rather, these embodiments are provided so that a thorough and complete understanding of the present disclosure will be provided.

实施例 本实用新型以架设在跨度为72m、长度为68m、高度为6m的空间内的新型空间索网光伏支撑体系为例进行说明。Example The present utility model is described by taking a novel space cable net photovoltaic support system erected in a space with a span of 72m, a length of 68m and a height of 6m as an example.

如图1所示,本实用新型提供的新型空间索网光伏支撑体系主要由脊索1、谷索2、斜索3、人字形摇摆高柱4、人字形摇摆矮柱5、高柱竖向拉索6、矮柱竖向拉索7、支索8、角钢支架9组成。As shown in FIG. 1, the photovoltaic support system of the new space cable network provided by the present utility model is mainly composed of a chord cable 1, a valley cable 2, an oblique cable 3, a herringbone swing high column 4, a herringbone swing low column 5, and the high column vertically pulls Cable 6, short column vertical cable 7, support cable 8, angle steel bracket 9.

其中,交替、平形布置的脊索1和谷索2分别形成脊索平面和谷索平面,相邻的脊索1和谷索2之间通过斜索3相连,形成脊、谷交替连续的空间索网。脊索走向的两端分别设置人字形摇摆高柱4和人字形摇摆矮柱5。脊索1的两端与人字形摇摆高柱4的顶部连接,谷索2的两端与人字形摇摆矮柱5的顶部连接。Among them, the notochords 1 and valley cables 2 arranged alternately and flatly form the notochord plane and the valley cable plane, respectively, and the adjacent notochords 1 and valley cables 2 are connected by oblique cables 3 to form a spatial cable network with alternating ridges and valleys. The two ends of the notochord are respectively provided with a herringbone swing high column 4 and a herringbone swing low column 5 . Both ends of the notochord 1 are connected with the top of the chevron-shaped swing high column 4 , and both ends of the valley cable 2 are connected with the top of the herringbone-shaped swing low column 5 .

人字形摇摆高柱4和人字形摇摆矮柱5的高度分别为6m和3m,二者柱顶的间距为3.4m,人字形夹角均为30度,如图2中β角所示。人字形摇摆高柱4和矮柱5所在平面与水平面夹角均为45度,如图2中α角所示。The heights of the herringbone swing high column 4 and the herringbone swing low column 5 are 6m and 3m respectively, the distance between the tops of the two columns is 3.4m, and the included angle of the herringbone is 30 degrees, as shown by the angle β in Figure 2. The angle between the plane where the herringbone swing high column 4 and the short column 5 are located and the horizontal plane are both 45 degrees, as shown by the angle α in FIG. 2 .

如图2所示,人字形摇摆高柱4和人字形摇摆矮柱5的柱脚采用铆钉铰接的方式锚固在底面11上的条形基础13上,通过铆钉铰接节点16来释放弯矩,使其仅承受轴压作用。人字形摇摆高柱4和人字形摇摆矮柱5的柱顶通过预应力的高柱竖向拉索6和矮柱竖向拉索7的竖向拉索锚固端14与地面11上独立基础12固定。独立基础12和条形基础13均为地面11的预埋件。人字形摇摆高柱4和人字形摇摆矮柱5的柱顶节点15采用焊接工艺将带孔钢板固定,便于脊索1、谷索2和高柱竖向拉索6和矮柱竖向拉索7的连接。As shown in FIG. 2 , the legs of the chevron-shaped swinging high column 4 and the chevron-shaped swinging low column 5 are anchored on the strip foundation 13 on the bottom surface 11 by means of rivet hinges, and the bending moment is released by the rivet hinged node 16, so that the It is only subjected to axial compression. The tops of the herringbone swing high column 4 and the herringbone swing low column 5 are connected to the independent foundation 12 on the ground 11 through the vertical cable anchoring end 14 of the prestressed high column vertical cable 6 and the short column vertical cable 7 fixed. Both the independent foundation 12 and the strip foundation 13 are embedded parts of the ground 11 . The top node 15 of the herringbone swing high column 4 and the herringbone swing low column 5 adopts the welding process to fix the steel plate with holes, which is convenient for the ridge cable 1, the valley cable 2 and the vertical cable 6 of the high column and the vertical cable 7 of the short column. Connection.

脊索1和谷索2分别采用脊索V形索夹17和谷索V形索夹18与斜索3相连,三者共同作用,形成整体受力体系。如图3所示,脊索V形索夹17间隔固定在脊索1上,谷索V形索夹18间隔固定在谷索2上,且相邻V形索夹的间距为8m。脊索V形索夹17和谷索V形索夹18在空间上交替布置。每一个谷索V形索夹18位于相邻的两个脊索V形索夹17之间,优选为中间位置。The notochord 1 and the valley cable 2 are respectively connected with the oblique cable 3 by the notochord V-shaped cable clip 17 and the valley cable V-shaped cable clip 18, and the three act together to form an overall stress system. As shown in FIG. 3 , the notochord V-shaped cable clips 17 are fixed on the notochord 1 at intervals, the valley cable V-shaped cable clips 18 are fixed on the valley cable 2 at intervals, and the distance between adjacent V-shaped cable clips is 8m. The notochord V-clamps 17 and the valley V-clamps 18 are alternately arranged in space. Each valley cable V-shaped cable clip 18 is located between two adjacent notochord V-shaped cable clips 17, preferably in the middle position.

在沿脊索和谷索走向的方向上,每一个脊索V形索夹17与相邻的两个谷索V形索夹18配合,同时,每一个谷索V形索夹18又与相邻的两个脊索V形索夹17配合。In the direction along the notochord and valley cables, each notochord V-shaped cable clip 17 is matched with two adjacent valley cable V-shaped cable clips 18, and at the same time, each valley cable V-shaped cable clip 18 is in turn matched with the adjacent valley cable V-shaped cable clips 18. Two notochord V-clamps 17 fit together.

在垂直脊索和谷索走向的方向上,同样是每一个脊索V形索夹17与相邻的两个谷索V形索夹18配合,每一个谷索V形索夹18又与相邻的两个脊索V形索夹17配合。In the direction perpendicular to the direction of the notochord and valley cables, each notochord V-shaped cable clip 17 is also matched with two adjacent valley cable V-shaped cable clips 18, and each valley cable V-shaped cable clip 18 is in turn matched with the adjacent valley cable V-shaped cable clips 18. Two notochord V-clamps 17 fit together.

如图4所示,脊索V形索夹17和谷索V形索夹18的结构相同,由两块中部带有U型槽、两侧带有四个孔的V形钢板组成。采用四个螺栓将上、下两块具有U型槽的V形钢板固定在脊索1和谷索2上,两侧的四个孔分别与四条斜索的索头连接,在相邻的脊索和谷索之间形成连续的M形斜索网。两种V形索夹的夹角均为120度。As shown in FIG. 4 , the V-shaped cable clamp 17 for the ridge cable and the V-shaped cable clamp for the valley cable 18 have the same structure and are composed of two V-shaped steel plates with a U-shaped groove in the middle and four holes on both sides. Four bolts are used to fix the upper and lower V-shaped steel plates with U-shaped grooves on the ridge cable 1 and the valley cable 2, and the four holes on both sides are respectively connected with the cable heads of the four diagonal cables. A continuous M-shaped oblique cable network is formed between the valley cables. The included angle of both V-shaped cable clamps is 120 degrees.

此外,在脊索1形成的脊索平面内,布置垂直于脊索1的平行支索8,建立光伏组件10的安装平台,如图1所示,图1中仅展示了一小部分支索构成的光伏组件安装平台。实际应用中,整个脊索平面都要布置支索,光伏组件可布满整个脊索平面。In addition, in the plane of the notochord formed by the notochord 1, the parallel struts 8 perpendicular to the notochord 1 are arranged to establish the installation platform of the photovoltaic module 10, as shown in FIG. Component mounting platform. In practical applications, the support cables should be arranged on the entire notochord plane, and the photovoltaic modules can cover the entire notochord plane.

如图5所示,支索8通过一字形索夹19布置在相邻的脊索1之间,其中,支索8的间距为0.45m,一字形索夹19是采用两个螺栓将上下两块具有U形槽的钢板固定在脊索1上,两端开孔与支索8的索头相连。两根支索为一组,共同支撑角钢支架9和光伏组件10,每组之间的间距根据光伏组件尺寸、倾角和遮挡情况进行调节,本实施例中,组间距为0.2m。As shown in FIG. 5 , the support cables 8 are arranged between the adjacent ridge cables 1 through the in-line cable clamps 19, wherein the distance between the support cables 8 is 0.45m, and the in-line cable clamps 19 use two bolts to connect the upper and lower two pieces. A steel plate with a U-shaped groove is fixed on the notochord 1 , and openings at both ends are connected to the head of the support cable 8 . The two support cables form a group and jointly support the angle steel bracket 9 and the photovoltaic module 10. The distance between each group is adjusted according to the size, inclination and shading of the photovoltaic module. In this embodiment, the group distance is 0.2m.

图6所示,光伏组件10采用卡扣安装在角钢支架9上,角钢支架9再通过四个U形索夹20固定在两根支索8上。其中,光伏组件10尺寸为880mm×510mm,角钢支架9由等边角钢焊接而成,其尺寸为880mm×480mm×175mm,倾斜角为20度。U形索夹20由带螺纹的U形圆钢和两个螺帽组成。As shown in FIG. 6 , the photovoltaic module 10 is mounted on the angle steel bracket 9 by means of snaps, and the angle steel bracket 9 is then fixed on the two support cables 8 through four U-shaped cable clips 20 . Among them, the size of the photovoltaic module 10 is 880mm×510mm, the angle steel bracket 9 is welded by equilateral angle steel, its size is 880mm×480mm×175mm, and the inclination angle is 20 degrees. The U-shaped cable clamp 20 consists of a threaded U-shaped round steel and two nuts.

本实用新型的新型空间索网光伏支撑体系,采用人字形摇摆高、矮柱的设计使得端部无需架设大截面横梁,且中部无立柱,适用于多种复杂地形,可根据场地尺寸和地形条件,设计空间索网光伏支撑体系的跨度,长度和高度。其中,跨度为沿脊索方向,长度为垂直脊索方向。交替布置的通长脊索和谷索通过V形索节点与斜索相连,形成大跨度且中间无支撑的空间索网体系。其中脊索是承重索,谷索是稳定索,二者与斜索共同作用,使得体系的三个方向(特别是竖向)均具有较大刚度,为光伏组件提供可靠且稳定的支撑。空间索网架设在倾斜的人字形摇摆高、矮柱上,并于高、矮柱的柱顶张拉预应力竖向拉索形成稳定且整体性好的空间受力体系。其中,人字形摇摆柱柱脚采用铰接约束机制来释放弯矩,使其仅承受轴压作用。这种构造受力形式简单,方便设计,而且达到了端部无横梁的目的。The novel space cable net photovoltaic support system of the utility model adopts the design of high and short columns with herringbone swing, so that there is no need to erect large cross-section beams at the ends, and there is no column in the middle, which is suitable for various complex terrains, and can be adjusted according to the site size and terrain conditions. , Design the span, length and height of the photovoltaic support system of the cable net in the space. Among them, the span is the direction along the notochord, and the length is the direction perpendicular to the notochord. Alternately arranged full-length notochords and valley cables are connected with oblique cables through V-shaped cable nodes, forming a large-span and unsupported space cable network system. The notochord is the load-bearing cable, and the valley cable is the stabilizing cable. The two work together with the oblique cable to make the system have greater rigidity in three directions (especially vertical), providing reliable and stable support for photovoltaic modules. The space cable net is erected on the inclined herringbone swing high and low columns, and the prestressed vertical cables are stretched on the top of the high and low columns to form a stable and integral space force system. Among them, the foot of the herringbone rocking column adopts a hinge constraint mechanism to release the bending moment, so that it only bears the effect of axial pressure. This structure has a simple force-bearing form, is convenient for design, and achieves the purpose of having no beam at the end.

Claims (8)

1.一种新型空间索网光伏支撑体系,其特征在于:主要包括平行交替布置的脊索和谷索,以及连接所述脊索和谷索的斜索;所述脊索和谷索的两端分别固定在摇摆支架顶部;所述摇摆支架的底部铰接于地面预埋件上;垂直于脊索走向的平面内布置支索,所述支索上固定光伏组件支架。1. A novel space cable net photovoltaic support system is characterized in that: it mainly comprises notochords and valley cables arranged alternately in parallel, and oblique cables connecting the notochords and valley cables; both ends of the notochords and valley cables are fixed respectively On the top of the rocking support; the bottom of the rocking support is hinged on the ground embedded part; the support cable is arranged in a plane perpendicular to the direction of the ridge cable, and the photovoltaic module support is fixed on the support cable. 2.根据权利要求1所述的新型空间索网光伏支撑体系,其特征在于:所述的摇摆支架顶部通过预应力的竖向拉索固定于地面预埋件上。2 . The novel space cable-net photovoltaic support system according to claim 1 , wherein the top of the rocking support is fixed on the ground embedded parts through prestressed vertical cables. 3 . 3.根据权利要求1所述的新型空间索网光伏支撑体系,其特征在于:所述摇摆支架所在平面与水平面的夹角为30~60度。3 . The novel space cable net photovoltaic support system according to claim 1 , wherein the angle between the plane where the rocking support is located and the horizontal plane is 30-60 degrees. 4 . 4.根据权利要求1所述的新型空间索网光伏支撑体系,其特征在于:所述的摇摆支架为人字形摇摆支架,夹角为20~40度。4 . The novel space cable net photovoltaic support system according to claim 1 , wherein the swinging bracket is a herringbone swinging bracket, and the included angle is 20-40 degrees. 5 . 5.根据权利要求4所述的新型空间索网光伏支撑体系,其特征在于:所述的人字形摇摆支架包括与所述脊索连接的人字形高柱,及与所述谷索相连的人字形矮柱。5 . The novel space cable net photovoltaic support system according to claim 4 , wherein the herringbone-shaped rocking support comprises a herringbone-shaped high column connected with the notochord, and a herringbone-shaped column connected with the valley cable. 6 . Dwarf column. 6.根据权利要求1-5任一项所述的新型空间索网光伏支撑体系,其特征在于:所述的斜索分别连接固定在所述脊索和谷连上的V形索夹,在相邻的脊索和谷索之间形成连续的M型斜索网。6. The photovoltaic support system of the novel space cable network according to any one of claims 1-5, wherein the oblique cables are respectively connected to the V-shaped cable clips fixed on the notochord and the valley, A continuous M-shaped oblique cable network is formed between adjacent notochords and valley cables. 7.根据权利要求1-5任一项所述的新型空间索网光伏支撑体系,其特征在于:所述的支索连接脊索上的一字形索夹,平行排列于相邻的脊索之间。7. The novel space cable net photovoltaic support system according to any one of claims 1-5, characterized in that: the support cables are connected to the in-line cable clips on the notochords, and are arranged in parallel between adjacent notochords. 8.根据权利要求1-5任一项所述的新型空间索网光伏支撑体系,其特征在于:所述光伏组件支架与脊索平面的倾角为10~39度。8 . The novel space cable net photovoltaic support system according to claim 1 , wherein the inclination angle between the photovoltaic module bracket and the notochord plane is 10 to 39 degrees. 9 .
CN202220559064.5U 2022-03-15 2022-03-15 Novel space cable net photovoltaic support system Active CN217115982U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114598248A (en) * 2022-03-15 2022-06-07 四川大学 A Novel Space Cable Net Photovoltaic Support System

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114598248A (en) * 2022-03-15 2022-06-07 四川大学 A Novel Space Cable Net Photovoltaic Support System

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