CN219458947U - An end support for cable structure photovoltaic modules - Google Patents
An end support for cable structure photovoltaic modules Download PDFInfo
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- CN219458947U CN219458947U CN202320544261.4U CN202320544261U CN219458947U CN 219458947 U CN219458947 U CN 219458947U CN 202320544261 U CN202320544261 U CN 202320544261U CN 219458947 U CN219458947 U CN 219458947U
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Abstract
Description
技术领域technical field
本实用新型涉及光伏支撑技术领域,具体涉及一种用于索结构光伏组件的端部支架。The utility model relates to the technical field of photovoltaic support, in particular to an end support for a cable structure photovoltaic module.
背景技术Background technique
光伏是太阳能光伏发电系统的简称,是一种利用太阳电池半导体材料的光伏效应,将太阳光辐射能直接转换为电能的一种新型发电系统,有独立运行和并网运行两种方式,太阳能光伏发电支撑系统是为了使整个光伏发电系统得到最大功率输出,结合建设地点的地理、气候及太阳能资源条件,将太阳能组件以一定的朝向,排列方式及间距固定的支撑结构。Photovoltaic is the abbreviation of solar photovoltaic power generation system. It is a new type of power generation system that uses the photovoltaic effect of solar cell semiconductor materials to directly convert solar radiation energy into electrical energy. There are two modes of independent operation and grid-connected operation. Solar photovoltaic The power generation support system is to maximize the power output of the entire photovoltaic power generation system. Combined with the geography, climate and solar resource conditions of the construction site, the solar modules are fixed in a certain orientation, arrangement and spacing.
现有的用于索结构光伏发电支撑系统的端部支架结构大多是直立柱与斜拉索的结构形式,但是,采用这种支架结构会让斜拉索下部的桩基承受较大的水平荷载,在实际工程中,桩的水平位移难以满足现行规范的变形要求,需要采用较大直径的桩才能满足现行规范在水平方向上的变形规定,增加了工程成本,造成了不必要的浪费。因此,本领域技术人员提供了一种用于索结构光伏组件的端部支架,以解决上述背景技术中提出的问题。Most of the existing end support structures used in the cable structure photovoltaic power generation support system are the structural form of upright columns and cable-stayed cables. However, the use of this support structure will make the pile foundation under the cable-stayed cables bear a large horizontal load , in actual engineering, the horizontal displacement of piles is difficult to meet the deformation requirements of the current code, and it is necessary to use larger diameter piles to meet the horizontal deformation requirements of the current code, which increases the project cost and causes unnecessary waste. Therefore, those skilled in the art provide an end bracket for a cable structure photovoltaic module to solve the problems raised in the background art above.
实用新型内容Utility model content
本实用新型的目的在于提供一种用于索结构光伏组件的端部支架,以解决上述背景技术中提出的问题。The purpose of this utility model is to provide an end support for a cable structure photovoltaic module to solve the problems raised in the above-mentioned background technology.
为实现上述目的,本实用新型提供如下技术方案:In order to achieve the above object, the utility model provides the following technical solutions:
一种用于索结构光伏组件的端部支架,包括:若干个支撑框,支撑框包括承台和基础座,承台和基础座均嵌设在地面上,并且,基础座的顶部倾斜设置有斜柱,承台的顶部设置有撑杆,撑杆远离承台的一端安装在斜柱的腰部,斜柱远离基础座的一端设置有横梁,且横梁的两端均设置有竖向柔性索,竖向柔性索远离横梁的一端均安装在承台的内部并位于撑杆的两侧,位于一侧相邻的两个支撑框之间均匀的设置有两个系杆,两个系杆的两端分别安装在两个斜柱的内侧,并且,两个斜柱之间位于两个系杆的下方均设置有呈交叉分布的两个支撑钢杆,两个支撑钢杆的两端分别安装在两个斜柱的内侧。An end support for a cable-structured photovoltaic module, comprising: several support frames, the support frame includes a platform and a base, both the platform and the base are embedded on the ground, and the top of the base is inclined For the inclined column, the top of the cap is provided with a strut, the end of the strut away from the cap is installed at the waist of the inclined column, the end of the inclined column away from the foundation is provided with a beam, and both ends of the beam are provided with vertical flexible cables, The end of the vertical flexible cable far away from the beam is installed inside the cap and on both sides of the strut. Two tie rods are evenly arranged between the two adjacent support frames on one side. The ends are respectively installed on the inside of the two slanting columns, and two supporting steel rods are arranged under the two tie rods between the two slanting columns, and the two ends of the two supporting steel rods are respectively installed on the The inner side of the two oblique columns.
优选地,承台的底部设置有第一预埋桩,第一预埋桩的另一端延伸至地面下方,且承台通过第一预埋桩嵌设在地面上。Preferably, the bottom of the cap is provided with a first pre-embedded pile, the other end of the first pre-embedded pile extends below the ground, and the cap is embedded on the ground through the first pre-embedded pile.
优选地,基础座的底部设置有第二预埋桩,第二预埋桩的另一端延伸至地面下方,且基础座通过第二预埋桩嵌设在地面上。Preferably, the bottom of the foundation base is provided with a second embedded pile, the other end of the second embedded pile extends below the ground, and the foundation base is embedded on the ground through the second embedded pile.
优选地,基础座的顶部设置有支撑块,支撑块的形状为梯形,斜柱安装在支撑块的顶部斜面上。Preferably, a support block is provided on the top of the base, the shape of the support block is trapezoidal, and the inclined column is installed on the top slope of the support block.
优选地,斜柱的顶部设置有安装板,横梁的四角设置有螺栓,螺栓贯穿于横梁安装在安装板的内部,且横梁通过螺栓安装在安装板的顶部。Preferably, the top of the slanted column is provided with a mounting plate, the four corners of the beam are provided with bolts, the bolts penetrate the beam and are installed inside the mounting plate, and the beam is mounted on the top of the mounting plate through bolts.
优选地,横梁的内部位于两个竖向柔性索之间设置有呈对称分布的两个水平柔性索,水平柔性索的表面设置有用于光伏发电的光伏板。Preferably, two horizontal flexible cables symmetrically distributed are arranged inside the beam between the two vertical flexible cables, and photovoltaic panels for photovoltaic power generation are arranged on the surface of the horizontal flexible cables.
优选地,竖向柔性索、水平柔性索均通过锚具安装在承台、横梁的内部。Preferably, both the vertical flexible cable and the horizontal flexible cable are installed inside the bearing platform and the crossbeam through anchors.
与现有技术相比,本实用新型的优点在于:Compared with the prior art, the utility model has the advantages of:
通过设置斜柱、横梁、竖向柔性索和系杆,可将斜柱、横梁和竖向柔性索连接形成平面内受力体系,再由两个系杆对相邻的两个斜柱进行连接形成平面外受力体系,让竖向柔性索承受竖向拉力,不会让承台承受水平荷载,保证了光伏支撑架的稳定性,避免了需要采用较大直径的桩才能满足现行规范在水平方向上的变形规定的麻烦出现,节省了工程成本,实用性强。By setting slanting columns, beams, vertical flexible cables and tie rods, the slanting columns, beams and vertical flexible cables can be connected to form an in-plane stress system, and then two adjacent slanting columns are connected by two tie rods An out-of-plane force system is formed, allowing the vertical flexible cable to bear the vertical tension, and will not allow the cap to bear the horizontal load, which ensures the stability of the photovoltaic support frame and avoids the need to use larger diameter piles to meet the current specifications. The trouble of the deformation regulation in the direction appears, the engineering cost is saved, and the practicability is strong.
附图说明Description of drawings
图1为根据本实用新型一实施例的端部支架的立体示意图;Fig. 1 is a three-dimensional schematic diagram of an end bracket according to an embodiment of the present invention;
图2为根据本实用新型一实施例的端部支架的侧视图;Fig. 2 is a side view of an end bracket according to an embodiment of the present invention;
图3为根据本实用新型一实施例的端部支架的正视图。Fig. 3 is a front view of an end bracket according to an embodiment of the present invention.
图中:1、支撑框;11、承台;111、第一预埋桩;12、基础座;121、第二预埋桩;122、支撑块;13、斜柱;131、安装板;14、撑杆;15、横梁;16、竖向柔性索;2、系杆;3、支撑钢杆;4、水平柔性索;5、光伏板。In the figure: 1, support frame; 11, cap; 111, first embedded pile; 12, foundation seat; 121, second embedded pile; 122, support block; 13, inclined column; 131, installation plate; 14 1. Struts; 15. Beams; 16. Vertical flexible cables; 2. Tie rods; 3. Supporting steel rods; 4. Horizontal flexible cables; 5. Photovoltaic panels.
具体实施方式Detailed ways
在本实用新型的描述中,需要理解的是,术语“中心”、“横向”、“上”、“下”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、或以特定的方位构造和操作,因此不能理解为对本实用新型的限制。此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本实用新型的描述中,除非另有说明,“多个”的含义是两个或两个以上。另外,术语“包括”及其任何变形,意图在于覆盖不排他的包含。In describing the present invention, it should be understood that the terms "central", "lateral", "upper", "lower", "left", "right", "vertical", "horizontal", "top" , "bottom", "inner", "outer" and other indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the utility model and simplifying the description, rather than indicating or implying Any device or element must have a specific orientation, or be constructed and operated in a specific orientation, and thus should not be construed as limiting the invention. In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, a feature defined as "first" and "second" may explicitly or implicitly include one or more of these features. In the description of the present utility model, unless otherwise specified, "plurality" means two or more. Additionally, the term "comprise" and any variations thereof, are intended to cover a non-exclusive inclusion.
结合图1、图2和图3所示,支撑框1包括承台11和基础座12,承台11的底部设置有第一预埋桩111,第一预埋桩111的另一端延伸至地面下方,基础座12的底部设置有第二预埋桩121,第二预埋桩121的另一端延伸至地面下方,并且,基础座12的顶部设置有支撑块122,支撑块122的形状为梯形,斜柱13安装在支撑块122的顶部斜面上,承台11的顶部设置有撑杆14,撑杆14远离承台11的一端安装在斜柱13的腰部,斜柱13远离基础座12的一端设置有安装板131,横梁15的四角设置有螺栓,螺栓贯穿于横梁15安装在安装板131的内部,且横梁15通过螺栓安装在安装板131的顶部,横梁15的两端均设置有竖向柔性索16,竖向柔性索16远离横梁15的一端均安装在承台11的内部并位于撑杆14的两侧,横梁15的内部位于两个竖向柔性索16之间设置有呈对称分布的两个水平柔性索4,水平柔性索4的表面设置有用于光伏发电的光伏板5,位于一侧相邻的两个支撑框1之间均匀的设置有两个系杆2,两个系杆2的两端分别安装在两个斜柱13的内侧,并且,两个斜柱13之间位于两个系杆2的下方均设置有呈交叉分布的两个支撑钢杆3,两个支撑钢杆3的两端分别安装在两个斜柱13的内侧,竖向柔性索16、水平柔性索4均通过锚具安装在承台11、横梁15的内部。As shown in Figure 1, Figure 2 and Figure 3, the support frame 1 includes a platform 11 and a foundation seat 12, the bottom of the platform 11 is provided with a first embedded pile 111, and the other end of the first embedded pile 111 extends to the ground Below, the bottom of foundation seat 12 is provided with second embedded pile 121, and the other end of second embedded pile 121 extends below the ground, and, the top of foundation seat 12 is provided with support block 122, and the shape of support block 122 is trapezoidal , the inclined column 13 is installed on the top slope of the support block 122, the top of the cap 11 is provided with a strut 14, and the end of the strut 14 away from the cap 11 is installed on the waist of the slanted column 13, and the slanted column 13 is far away from the base 12 One end is provided with a mounting plate 131, the four corners of the beam 15 are provided with bolts, the bolts penetrate the beam 15 and are installed inside the mounting plate 131, and the beam 15 is installed on the top of the mounting plate 131 by bolts, and the two ends of the beam 15 are provided with vertical To the flexible cables 16, the ends of the vertical flexible cables 16 away from the crossbeam 15 are installed inside the platform 11 and on both sides of the struts 14, and the inside of the crossbeam 15 is located between the two vertical flexible cables 16 to be symmetrically arranged. Two horizontal flexible cables 4 are distributed, and the surface of the horizontal flexible cables 4 is provided with a photovoltaic panel 5 for photovoltaic power generation, and two tie rods 2 are uniformly arranged between two adjacent support frames 1 on one side, and two The two ends of the tie rods 2 are installed on the inner sides of the two slanted columns 13 respectively, and between the two slanted columns 13, there are two supporting steel rods 3 arranged in a cross distribution under the two tie rods 2. The two ends of the supporting steel rod 3 are installed on the inner sides of the two inclined columns 13 respectively, and the vertical flexible cables 16 and the horizontal flexible cables 4 are installed in the caps 11 and the crossbeams 15 through anchorages.
在一个实施例中,在对光伏组件进行安装时,先通过第一预埋桩111、第二预埋桩121将承台11和基础座12垂直安装在地面上,让斜柱13和撑杆14呈三角状竖立在地面上,再在横梁15个承台11的两端安装竖向柔性索16,完成支撑框1的安装,并依次安装支撑框1,再依次将两个系杆2和呈交叉分布的支撑钢杆3安装在位于一侧的相邻的两个斜柱13之间,完成光伏支架的安装,最后,再在位于两侧的呈对称分布的两个支撑框1上的横梁15之间安装水平柔性索4,并通过压块将若干个光伏板5铺设在水平柔性索4上,完成光伏组件的安装,能够让斜柱13、横梁15和竖向柔性索16连接形成平面内受力体系,并由两个系杆2对相邻的两个斜柱13进行连接形成平面外受力体系,可让竖向柔性索16承受竖向拉力,不会让承台11承受水平荷载,保证了光伏支撑架的稳定性,避免了需要采用较大直径的桩才能满足现行规范在水平方向上的变形规定的麻烦出现,节省了工程成本,实用性强。In one embodiment, when installing the photovoltaic module, the platform 11 and the foundation base 12 are vertically installed on the ground through the first embedded pile 111 and the second embedded pile 121, so that the inclined column 13 and the strut 14 is erected on the ground in a triangular shape, and vertical flexible cables 16 are installed at the two ends of the 15 caps 11 of the crossbeam to complete the installation of the support frame 1, and the support frame 1 is installed in turn, and then the two tie rods 2 and The cross-distributed supporting steel rods 3 are installed between two adjacent slanted columns 13 on one side to complete the installation of the photovoltaic support, and finally, on the two symmetrically distributed supporting frames 1 on both sides. Horizontal flexible cables 4 are installed between the beams 15, and several photovoltaic panels 5 are laid on the horizontal flexible cables 4 through pressing blocks to complete the installation of photovoltaic modules, so that the inclined columns 13, beams 15 and vertical flexible cables 16 can be connected to form An in-plane stress system, and two tie rods 2 connect two adjacent inclined columns 13 to form an out-of-plane stress system, which allows the vertical flexible cable 16 to bear the vertical tension and prevents the cap 11 from bearing The horizontal load ensures the stability of the photovoltaic support frame, avoids the trouble of using larger diameter piles to meet the deformation requirements of the current code in the horizontal direction, saves engineering costs, and has strong practicability.
在一个实施例中,在对支撑框1进行安装时,由于斜柱13安装在支撑块122的顶部斜面上,可让基础座12通过支撑块122对斜柱13进行倾斜支撑,增加了基础座12对斜柱13的支撑力,避免了因斜柱13通过螺栓水平安装在基础座12上受力过大而导致螺栓断裂致使斜柱13脱落的情况发生,保证了支撑框1的稳固性。In one embodiment, when the supporting frame 1 is installed, since the slanting column 13 is installed on the top slope of the supporting block 122, the base 12 can be used to support the slanting column 13 obliquely through the supporting block 122, increasing the base 12 The supporting force of the slanting column 13 avoids the situation that the slanting column 13 falls off due to the slanting column 13 being horizontally installed on the base 12 by bolts and causing the bolt to break due to excessive force, ensuring the stability of the supporting frame 1.
在一个实施例中,在对位于一侧的相邻的两个支撑框1进行连接时,可通过两个系杆2和呈交叉分布的支撑钢杆3对相邻的两个斜柱13进行连接固定,可让两个系杆2对相邻的两个斜柱13进行连接形成平面外受力体系,能够避免因斜柱13在平面外受力变形的情况发生,实现了对斜柱13的支撑和保护。In one embodiment, when connecting two adjacent support frames 1 on one side, two adjacent slanted columns 13 can be connected through two tie rods 2 and cross-distributed support steel rods 3 . The connection is fixed, allowing two tie rods 2 to connect two adjacent slanted columns 13 to form an out-of-plane force system, which can avoid the occurrence of deformation of the slanted columns 13 due to forces outside the plane, and realize the alignment of the slanted columns 13 support and protection.
本实用新型的工作原理是:在使用时,先由斜柱13、横梁15和竖向柔性索16连接形成平面内受力体系,再由两个系杆2对相邻的两个斜柱13进行连接形成平面外受力体系,可让竖向柔性索16承受竖向拉力,不会让承台11承受水平荷载,保证了光伏支撑架的稳定性,避免了需要采用较大直径的桩才能满足现行规范在水平方向上的变形规定的麻烦出现,节省了工程成本,实用性强。The working principle of the utility model is: when in use, the in-plane stress system is formed by connecting the slanting column 13, the beam 15 and the vertical flexible cable 16, and then the two adjacent slanting columns 13 are connected by two tie rods 2. The connection forms an out-of-plane force system, which allows the vertical flexible cable 16 to bear the vertical tension, and does not allow the platform 11 to bear the horizontal load, which ensures the stability of the photovoltaic support frame and avoids the need to use larger diameter piles to The trouble of meeting the deformation regulations in the horizontal direction of the current norms arises, which saves engineering costs and has strong practicability.
以上所述的,仅为本实用新型较佳的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,根据本实用新型的技术方案及其实用新型构思加以等同替换或改变,都应涵盖在本实用新型的保护范围之内。The above is only a preferred embodiment of the utility model, but the scope of protection of the utility model is not limited thereto. Any equivalent replacement or change of the technical solution of the utility model and the concept of the utility model shall be covered by the protection scope of the utility model.
Claims (7)
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Effective date of registration: 20251220 Address after: 221000 Jiangsu Province Xuzhou City Suining Ningjiang Industrial Park Electronic Business Trade Area 020 No. Patentee after: Jiangsu Gufeng Photovoltaic Bracket Co.,Ltd. Country or region after: China Address before: 221000 First Floor, A3 Science and Technology Industrial Park, High tech Industrial Development Zone, Xuzhou City, Jiangsu Province Patentee before: Feisibo New Energy Technology (Jiangsu) Co.,Ltd. Country or region before: China |