WO2023231056A1 - 翘板式桥架结构及采用该桥架结构的平单轴光伏发电装置 - Google Patents

翘板式桥架结构及采用该桥架结构的平单轴光伏发电装置 Download PDF

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WO2023231056A1
WO2023231056A1 PCT/CN2022/097402 CN2022097402W WO2023231056A1 WO 2023231056 A1 WO2023231056 A1 WO 2023231056A1 CN 2022097402 W CN2022097402 W CN 2022097402W WO 2023231056 A1 WO2023231056 A1 WO 2023231056A1
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flat single
rocker
axis
photovoltaic power
casing structure
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PCT/CN2022/097402
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English (en)
French (fr)
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张杏华
王傲
徐天然
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廊坊思拓新能源科技有限公司
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Publication of WO2023231056A1 publication Critical patent/WO2023231056A1/zh

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    • GPHYSICS
    • G05CONTROLLING; REGULATING
    • G05DSYSTEMS FOR CONTROLLING OR REGULATING NON-ELECTRIC VARIABLES
    • G05D3/00Control of position or direction
    • G05D3/12Control of position or direction using feedback
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02SGENERATION OF ELECTRIC POWER BY CONVERSION OF INFRARED RADIATION, VISIBLE LIGHT OR ULTRAVIOLET LIGHT, e.g. USING PHOTOVOLTAIC [PV] MODULES
    • H02S20/00Supporting structures for PV modules
    • H02S20/30Supporting structures being movable or adjustable, e.g. for angle adjustment
    • H02S20/32Supporting structures being movable or adjustable, e.g. for angle adjustment specially adapted for solar tracking

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  • the invention relates to the field of flat single-axis photovoltaic power stations, specifically a rocker bridge structure and a flat single-axis photovoltaic power generation device using the bridge structure.
  • photovoltaic power stations gradually began to be constructed with flat single-axis tracking brackets.
  • the length that can be built for single-row flat single-axis is generally about 90 meters.
  • the flat single-axis tracking brackets are connected through bridges into a long row of 1 to 2KM. In this way, a long row can only use one Cleaning robots clean.
  • the final angle error between the two rows of flat single axles will reach a maximum of about 12°; and in various emergencies Under certain conditions (such as strong wind conditions), the deviation of the two sets of flat single-axis rotation angles will be greater.
  • the conventional bridge structure will cause the bridge to be disconnected, requiring subsequent manual reconnection and restoration of the bridge, resulting in huge labor costs.
  • the object of the present invention is to provide a rocker bridge structure to solve the above-mentioned defects in the related art at least to a certain extent.
  • a see-saw bridge structure which includes:
  • a first rotary beam one end of which is connected to one end of the casing structure through a universal joint device;
  • a second rotary beam one end of which is connected to the other end of the casing structure through a universal joint device;
  • the other end of the first rotating beam and the other end of the second rotating beam are provided with a rotating structure.
  • the rotary structure includes a shaft or a shaft hole.
  • the see-saw bridge structure further includes a U-shaped channel member.
  • One end of the transverse plate portion of the U-shaped channel member is provided with a notch, and the vertical plate portion at the end where the notch is located is provided with a rotation structure.
  • the U-shaped groove is used as a limiting member to limit the relative position of the rotary beam and the cross beam on the flat single-axis purlin.
  • the casing structure has a length limiting device.
  • the length limiting device includes a spring and a limiting rope.
  • the spring and the limiting rope are both penetrated inside the casing structure, and one end is connected to the casing structure.
  • the inner tube is fixed, and the other end is fixed with the outer tube of the casing structure.
  • the rotating beam includes angle steel, C-shaped steel, U-shaped steel, round tube, square tube or special-shaped tube.
  • a flat single-axis photovoltaic power generation device wherein: the bridge between two adjacent flat single axes includes two rocker-type bridge structures as claimed in claim 1, and the two rocker-type bridge structures are arranged symmetrically with respect to the flat single axis.
  • the first rotating beam and the second rotating beam of the see-saw bridge structure are respectively arranged on the cross beams on the two flat single-axis purlins, and can rotate around the rotation center on the cross beams.
  • the first rotation beam and the second rotation beam are equipped with U-shaped grooves corresponding to their respective rotation centers, and the U-shaped grooves are connected to the rotation centers on the cross beams.
  • the transverse plate part of the U-shaped groove is provided with a notch at the end corresponding to the rotation center, so that the U-shaped groove can follow the rotation beam to rotate around the rotation center, and can limit the rotation beam and the flat single axis. The relative position of the beams on the purlins.
  • the rotation center is located above the flat single axis.
  • the rotating beam is an angle steel
  • the horizontal plate part of the angle steel is attached to the top of the cross beam
  • the vertical plate part of the angle steel is attached to the outer part of the cross beam.
  • the casing structure has a length limiting device
  • the length limiting device includes a spring and a limiting rope
  • the spring and the limiting rope are both threaded through the casing.
  • one end is fixed to the inner tube of the casing structure, and the other end is fixed to the outer tube of the casing structure.
  • the present invention at least has the following beneficial effects:
  • the casing structure By setting up two rotating beams, the casing structure will not be detached when the rotation angle difference between the two flat single axes is too large, thus reducing bridge failures and effectively reducing the maintenance costs of the photovoltaic power station.
  • Figure 1 is a schematic diagram of the rocker bridge structure
  • Figure 2 is its decomposed state diagram
  • Figure 3 is a schematic diagram of its casing structure
  • Figure 4 is an exploded state diagram of the casing structure
  • Figure 5 is an enlarged view of part B in Figure 4.
  • Figure 6 is a schematic diagram of the rotary beam
  • Figure 7 is an enlarged view of part A in Figure 6;
  • Figure 8 is a schematic diagram of a U-shaped channel
  • Figure 9 is a schematic diagram of an embodiment of a flat single-axis photovoltaic power generation device
  • Figure 10 is an enlarged view of part C in Figure 9;
  • Figure 11 is a schematic diagram of another embodiment of a flat single-axis photovoltaic power generation device
  • Second rotating beam 131. Folding plate; 132. Angle steel; 133. First horizontal plate part; 134. First shaft hole; 135. First vertical plate part;
  • 201 Photovoltaic module; 202. Beam; 203. Purlin; 204. Rotating shaft; 205. Flat single shaft.
  • the rocker bridge structure 100 includes: a casing structure 110 , a first rotary beam 120 , and a second rotary beam 130 .
  • One end of the first rotating beam 120 is connected to one end of the casing structure 110 through the universal joint device 112; one end of the second rotating beam 130 is connected to the other end of the casing structure 110 through the universal joint device 112.
  • a first shaft hole (ie, a rotary structure) 134 is provided at the other end of the two rotary beams.
  • the rotary structure at the other end of the rotary beam may also be a shaft.
  • the rocker bridge structure further includes a U-shaped channel member 140 .
  • the specific construction of the U-shaped channel member 140 is shown in FIG. 8 .
  • a notch 143 is provided at one end of the transverse plate portion (i.e., the second transverse plate portion 142 ) of the U-shaped channel 140 , and the vertical plate portion (i.e., the second vertical plate portion) at the end where the notch 143 is located 141) is provided with a second shaft hole (ie, a rotary structure) 144.
  • the U-shaped groove member 140 is used as a limiting member in this rocker bridge structure to limit the relative position of the rotary beam and the cross beam on the flat single-axis purlin. The specific application will be described in detail in the following embodiments.
  • the casing structure 110 is used to implement the function of a bridge.
  • Figures 3 and 4 illustrate the construction of sleeve structure 110.
  • the casing structure 110 includes an inner tube 115 and an outer tube 111, which are sleeved together. When the inner tube 115 and the outer tube 111 are relatively displaced along the axis, the overall length of the casing structure 110 will change.
  • the casing structure 110 also has a length limiting device.
  • the length limiting device includes a spring 114 and a limiting rope 113.
  • the spring 114 and the limiting rope 113 are both penetrated inside the casing structure, and one end is fixed to the outer tube. 111 end on the screw rod, the other end is fixed on the screw rod at the end of the inner tube 115.
  • the limiting rope 113 pulls the inner tube and the outer tube to prevent further lifting, thereby better preventing the inner tube from coming out of the outer tube.
  • the universal joint device 112 includes a first screw 1121 and a second screw 1122.
  • One end of the second screw 1122 has a hole.
  • the first screw 1121 passes through the hole and is combined with the second screw 1122.
  • the second screw 1122 can be wound around the first screw. Screw 1121 rotates.
  • the construction of a rotary beam is shown in Figures 6 and 7.
  • the rotary beam includes an angle steel 132.
  • the angle steel 132 has a first transverse plate part 133 and a first vertical plate part 135.
  • One end of the angle steel 132 is formed with a folding plate 131 for connecting the universal joint device 112.
  • the other end of the angle steel 132 is at the third
  • a vertical plate portion 135 is provided with a first axis hole (ie, a rotary structure) 134 .
  • the rotary beam can not only fit with the top of the beam on the purlin, but also fit with the outside of the beam to form a lateral limiting effect.
  • the main body of the revolving beam of the present invention is not limited to angle steel, and can also be made of C-shaped steel, U-shaped steel, round tubes, square tubes, special-shaped tubes, etc., and the present invention is not limited to this.
  • the bridge is a device arranged between two flat single axes for the cleaning robot to travel from the photovoltaic module on one flat single axis to the photovoltaic module on the other flat single axis.
  • Figures 9 and 10 show the structure of the bridge of this flat single-axis photovoltaic power generation device.
  • two photovoltaic modules 201 are respectively arranged on two flat single axes 205, which can be driven to rotate by the flat single axes 205 to achieve tracking of sunlight.
  • a purlin 203 is fixed on the flat single shaft 205, and the purlin 203 is substantially vertical to the flat single shaft 205.
  • a cross beam 202 is fixed on the purlin 203.
  • the cross beam 202 is used to install the bridge, and the cross beam 202 is preferably a square tube beam.
  • the bridge includes two rocker-type bridge structures 100 of the first embodiment, and the two rocker-type bridge structures 100 are arranged symmetrically about the flat single axis 205 .
  • the first rotating beam 120 of the rocker-type bridge structure 100 is arranged on the flat single shaft 205 on the upper left side, specifically the cross beam on the purlin 203 of the flat single shaft 205. 202 on. Further combined with Figures 9 and 10, on the cross beam 202, a rotation axis (i.e. rotation center) 204 is provided above the flat single axis 205, and the first axis hole 134 at the end of the first rotation beam 120 (see Figures 6 and 7 ) cooperates with the rotating shaft 204 so that the first rotating beam 120 can rotate around the rotating shaft 204 .
  • a rotation axis i.e. rotation center
  • the second rotating beam 130 of the see-saw bridge structure 100 is disposed on the flat single shaft 205 on the lower right side, specifically on the cross beam 202 on the purlin 203 of the flat single shaft 205 .
  • the specific arrangement method is the same as that of the first rotating beam 120 .
  • the rocker bridge structure 100 on the left front side in Figure 9 is arranged on two flat single axles 205 in the same manner.
  • two rotating beams are added on the basis of the conventional casing structure 110.
  • the two rotating beams form a rotation center on the square tube on the flat single-axis purlin, so that the rotating beam can rotate around the rotation center. , driving the casing structure 110 to follow the rotation, so that when the two flat single shafts 205 are at any angle, the casing structure 110 will not be detached.
  • the first rotary beam 120 is equipped with a U-shaped groove 140 corresponding to its center of rotation.
  • the U-shaped groove 140 is connected to the rotation axis (i.e., the center of rotation) 204 on the cross beam 202, so A notch 143 is provided in the transverse plate portion of the U-shaped channel 140 at a position corresponding to the center of rotation, so that the U-shaped channel 140 can rotate around the center of rotation along with the first rotating beam 120 .
  • the bottom of the notch 143 touches the cross beam 202, it will no longer be able to rotate, thus achieving the purpose of limiting the relative position of the first rotating beam 120 and the cross beam 202 on the purlin.
  • the second rotating beam 130 is also provided with a U-shaped groove 140 .
  • first rotating beam 120 and the second rotating beam 130 are angle steel (as shown in FIGS. 6 and 7 )
  • the transverse plate portion of the angle steel i.e., the first transverse plate portion 133
  • the vertical plate part of the angle steel ie, the first vertical plate part 1344 is also in contact with the outer part of the cross beam 202, which can form a lateral limit and achieve a more stable effect.
  • the casing structure 110 also has a length limiting device, which is also used to prevent the inner tube and the outer tube of the casing structure 110 from being separated.
  • the length limiting device includes a spring 114 and a limiting rope 113.
  • the spring 114 and the limiting rope 113 are both penetrated inside the casing structure.
  • One end is fixed on the screw at the end of the outer tube 111, and the other end is fixed on the screw.
  • the limiting rope 113 is preferably a steel wire rope.
  • Figure 11 shows another flat single-axis photovoltaic power generation device.
  • the difference from the flat single-axis photovoltaic power generation device shown in Figure 9 is that the photovoltaic component in the flat single-axis 205 in Figure 9 is smaller and is a photovoltaic panel, while in the embodiment shown in Figure 11, the photovoltaic component on the flat single-axis 205 is The photovoltaic module 201 is relatively tall and is composed of multiple photovoltaic panels.

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Abstract

本发明公开了一种翘板式桥架结构及采用该桥架结构的平单轴光伏发电装置,涉及平单轴光伏电站领域。其通过在常规桥架的套管结构的基础上增加了第一回转梁和第二回转梁,两个回转梁固定在两个平单轴檩条上的横梁上可各自绕回转中心回转,使得两个平单轴旋转角度差过大时套管结构也不会脱开,以此减少了桥架故障,可有效降低光伏电站的维护成本。

Description

翘板式桥架结构及采用该桥架结构的平单轴光伏发电装置 技术领域
本发明涉及平单轴光伏电站领域,具体是一种翘板式桥架结构及采用该桥架结构的平单轴光伏发电装置。
背景技术
由于土地及其光伏组件价格等等制约因素,光伏电站逐渐开始以平单轴跟踪支架来建设。单列平单轴一般能建成的长度大致在90米左右,电站为降低光伏组件的清扫成本,平单轴跟踪支架都会通过桥架连成1至2KM的长排,这样一长排可以只用一台清扫机器人清扫。
由于平单轴存在控制精度、安装精度等误差,及其90米长的扭矩管扭转角度误差,两列平单轴间的端部最终角度误差最大会达到12°左右;而且在各种突发状况(如大风情况)时,导致两组平单轴旋转角度的偏差更大,常规的桥架结构会出现桥架断开,需要后续人工重新将桥架连接复原,造成极大的人工成本。
鉴于平单轴光伏电站存在上述技术问题,亟需研发解决方案。
发明内容
本发明的目的是提供一种翘板式桥架结构,以至少在一定程度解决相关技术存在的上述缺陷。
为达上述目的,本发明采用的技术方案如下:
一种翘板式桥架结构,其包括:
套管结构;
第一回转梁,其一端通过万向节装置连接所述套管结构的一端;以及
第二回转梁,其一端通过万向节装置连接所述套管结构的另一端;
所述第一回转梁的另一端和所述第二回转梁的另一端设有回转结构。
一些实施例中,所述回转结构包括轴或轴孔。
一些实施例中,所述翘板式桥架结构还包括U形槽件,所述U形槽件的横板部的一端设有缺口,所述缺口所在的端部的竖板部设有回转结构,所述U形槽件作为限位件,用于限制回转梁与平单轴的檩条上的横梁的相对位置。
一些实施例中,所述套管结构具有长度限位装置,所述长度限位装置包括弹簧和限位绳,所述弹簧和限位绳均穿设于套管结构内部,一端与套管结构的内管固定,另一端与套管结构的外管固定。
一些实施例中,回转梁包括角钢、C型钢、U型钢、圆管、方管或异型管。
一种平单轴光伏发电装置,其中:相邻的两个平单轴之间的桥架包括两个如权利要求1所述的翘板式桥架结构,两个翘板式桥架结构关于平单轴对称设置,翘板式桥架结构的第一回转梁和第二回转梁对应设置于两个平单轴的檩条上的横梁上,可绕横梁上的回转中心回转。
在上述的平单轴光伏发电装置中,优选地,第一回转梁和第二回转梁对应各自的回转中心处套设有U形槽件,所述U形槽件与所在横梁上的回转中心相连,所述U形槽件的横板部在与回转中心对应的端部设有缺口,使得所述U形槽件可跟随回转梁一起绕回转中心回转、以及可限制回转梁与平单轴的檩条上的横梁的相对位置。
在上述的平单轴光伏发电装置中,优选地,所述回转中心位于平单轴的上方。
在上述的平单轴光伏发电装置中,优选地,回转梁为角钢,角钢的横板部与横梁的顶部贴合,角钢的竖板部与横梁的外侧部贴合。
在上述的平单轴光伏发电装置中,优选地,所述套管结构具有长度限位装置,所述长度限位装置包括弹簧和限位绳,所述弹簧和限位绳均穿设于套管结 构内部,一端与套管结构的内管固定,另一端与套管结构的外管固定。
与现有技术相比,本发明至少具有以下有益效果:
通过设置两个回转梁,使得两个平单轴旋转角度差过大时套管结构也不会脱开,从而减少了桥架故障,可有效降低光伏电站的维护成本。
附图说明
图1为翘板式桥架结构的示意图;
图2为其分解状态图;
图3为其套管结构的示意图;
图4为套管结构的分解状态图;
图5为图4中B部的放大图;
图6为回转梁的示意图;
图7为图6中A部的放大图;
图8为U形槽件的示意图;
图9为平单轴光伏发电装置的一实施例示意图;
图10为图9中C部的放大图;
图11为平单轴光伏发电装置的另一实施例示意图;
附图标记:
100、翘板式桥架结构;
110、套管结构;111、外管;112、万向节装置;113、限位绳;114、弹簧;115、内管;
120、第一回转梁;
130、第二回转梁;131、折板;132、角钢;133、第一横板部;134、第一轴孔;135、第一竖板部;
140、U形槽件;141、第二竖板部;142、第二横板部;143、缺口;144、第二轴孔;
201、光伏组件;202、横梁;203、檩条;204、转轴;205、平单轴。
具体实施方式
下面结合附图和实施例对本发明做进一步说明。
第一实施例:翘板式桥架结构
参照图1和图2,本翘板式桥架结构100包括:套管结构110、第一回转梁120、第二回转梁130。第一回转梁120的一端通过万向节装置112连接套管结构110的一端;第二回转梁130的一端通过万向节装置112连接套管结构110的另一端。进一步参照图6和图7,在两个回转梁的所述另一端设有第一轴孔(即回转结构)134。回转梁的所述另一端的回转结构还可以是轴。
本翘板式桥架结构进一步还包括U形槽件140。图8中示出了U形槽件140的具体构造。如图8所示,U形槽件140的横板部(即第二横板部142)的一端设有缺口143,所述缺口143所在的端部的竖板部(即第二竖板部141)设有第二轴孔(即回转结构)144。U形槽件140在本翘板式桥架结构中作为限位件,用于限制回转梁与平单轴的檩条上的横梁的相对位置,具体应用将在后面的实施例中详细说明。
套管结构110用于实现桥的功能。图3和图4示出了套管结构110的构造。本套管结构110包括内管115和外管111,二者套设在一起,内管115和外管111沿轴线方向发生相对位移时,套管结构110的整体长度将发生变化。
此外,套管结构110还具有长度限位装置,所述长度限位装置包括弹簧114和限位绳113,所述弹簧114和限位绳113均穿设于套管结构内部,一端固定在外管111端部的螺杆上,另一端固定在内管115端部的螺杆上。当内管115相对外管111拉升到极限位置时,限位绳113对内管和外管产生牵扯,阻止进一步拉升,从而更好地避免内管从外管脱出。
图5中示出了一种万向节装置112的构造。本万向节装置112包括第一螺杆1121和第二螺杆1122,第二螺杆1122的一端具有孔,第一螺杆1121贯穿 该孔与第二螺杆1122组合在一起,第二螺杆1122可绕第一螺杆1121转动。
图6和图7中示出了一种回转梁的构造。本回转梁包括角钢132,角钢132具有第一横板部133和第一竖板部135,角钢132的一端形成有折板131,用于连接万向节装置112,角钢132的另一端在第一竖板部135设置第一轴孔(即回转结构)134。采用角钢,回转梁不但能与檩条上的横梁的顶部贴合,还能够与该横梁的外侧部贴合,形成侧向限位作用。需要指出,本发明的回转梁的主体不限于用角钢实现,还可以采用C型钢、U型钢、圆管、方管、异型管等,本发明对此不做限制。
第二实施例:一种平单轴光伏发电装置
主要是平单轴光伏发电装置的桥架的改进。桥架是设置在两个平单轴之间的、供清扫机器人从一个平单轴上的光伏组件行走至另一个平单轴上的光伏组件的装置。
图9和图10中示出了本平单轴光伏发电装置的桥架的构造。
参照图9,两个光伏组件201分别设置在两个平单轴205上,可由平单轴205带动旋转,实现对太阳光的跟踪。
平单轴205上固定有檩条203,檩条203与平单轴205大至垂直,檩条203上固定有横梁202,横梁202用于安装桥架,横梁202优选方管梁。
其中,桥架包括两个第一实施例的翘板式桥架结构100,两个翘板式桥架结构100关于平单轴205对称设置。
以图9中右后侧的翘板式桥架结构100为例,翘板式桥架结构100的第一回转梁120设置于左上侧的平单轴205,具体是在平单轴205的檩条203上的横梁202上。进一步结合图9和图10,横梁202上,在平单轴205上方的位置设置有转轴(即回转中心)204,第一回转梁120端部的第一轴孔134(见图6和图7)与该转轴204配合,使得第一回转梁120可绕转轴204回转。
翘板式桥架结构100的第二回转梁130设置于右下侧的平单轴205,具体是在平单轴205的檩条203上的横梁202上。具体设置方式同第一回转梁120。
图9中左前方侧的翘板式桥架结构100,以同样的方式设置于两个平单轴205。
如图9中,右下侧的平单轴205上的横梁202上翘时,右后侧的翘板式桥架结构100的第二回转梁130会贴合上翘的横梁202上翘,该翘板式桥架结构100的第一回转梁120也会跟随着上升;当该上翘的横梁202开始下降时,该翘板式桥架结构100的第一回转梁120和第二回转梁130都会跟随着下降,直至两个平单轴205上的横梁202平行时,两个翘板式桥架结构100均贴合平单轴上的横梁202。当一个平单轴205上的横梁202下降时,翘板式桥架结构100的一个回转梁会贴合不动的平单轴,而另一个回转梁会跟随着下降,直至套管结构110(见图1)中限位拉升到极限。
可见,上述实施例中,通过在常规的套管结构110的基础上增加了两个回转梁,两个回转梁在平单轴檩条上的方管上形成一个回转中心,使得回转梁可以回绕回转中心旋转,带动套管结构110跟随回转,这使得两个平单轴205处于任意角度时,套管结构110均不会脱开。
进一步结合图9和图10,第一回转梁120对应其回转中心处套设有U形槽件140,所述U形槽件140与所在横梁202上的转轴(即回转中心)204相连,所述U形槽件140的横板部的对应回转中心的位置设有缺口143,使得所述U形槽件140可跟随第一回转梁120一起绕回转中心回转。在第一回转梁120的回转中,当缺口143的底部碰到横梁202时,将无法再回转,达到了限制第一回转梁120与檩条上的横梁202的相对位置的目的。
同样,在第二回转梁130也设置有U形槽件140。
当第一回转梁120和第二回转梁130为角钢(如图6和图7所示)时,角钢的横板部(即第一横板部133)与横梁202的顶部贴合的同时,角钢的竖板 部(即第一竖板部134)还与横梁202的外侧部贴合,这样可以形成侧向限位,达到更稳固的效果。
其中的套管结构110还具有长度限位装置,也用于防止套管结构110的内管和外管脱开。参照图4,长度限位装置包括弹簧114和限位绳113,所述弹簧114和限位绳113均穿设于套管结构内部,一端固定在外管111端部的螺杆上,另一端固定在内管115端部的螺杆上,限位绳113优选钢丝绳。
第三实施例:另一种平单轴光伏发电装置
图11示出了另一种平单轴光伏发电装置。与图9所示平单轴光伏发电装置的区别在于:图9中平单轴205中的光伏组件的高度较小,为一块光伏板,而图11所示实施例中,平单轴205上的光伏组件201高度较大,是由多块光伏板构成。
需要指出,如无特别说明,上述“第一”、“第二”等类似术语用于区分相同名称的不同装置,不能解释为含有顺序、主次、重要程度等含义。
上述通过具体实施例对本发明进行了详细的说明,这些详细的说明仅仅限于帮助本领域技术人员理解本发明的内容,并不能理解为对本发明保护范围的限制。本领域技术人员在本发明构思下对上述方案进行的各种润饰、等效变换等均应包含在本发明的保护范围内。

Claims (10)

  1. 一种翘板式桥架结构,其特征在于,包括:
    套管结构;
    第一回转梁,其一端通过万向节装置连接所述套管结构的一端;以及
    第二回转梁,其一端通过万向节装置连接所述套管结构的另一端;
    所述第一回转梁的另一端和所述第二回转梁的另一端设有回转结构。
  2. 根据权利要求1所述的翘板式桥架结构,其特征在于,所述回转结构包括轴或轴孔。
  3. 根据权利要求1所述的翘板式桥架结构,其特征在于,所述翘板式桥架结构还包括U形槽件,所述U形槽件的横板部的一端设有缺口,所述缺口所在的端部的竖板部设有回转结构,所述U形槽件作为限位件,用于限制回转梁与平单轴的檩条上的横梁的相对位置。
  4. 根据权利要求1所述的翘板式桥架结构,其特征在于,所述套管结构具有长度限位装置,所述长度限位装置包括弹簧和限位绳,所述弹簧和限位绳均穿设于套管结构内部,一端与套管结构的内管固定,另一端与套管结构的外管固定。
  5. 根据权利要求1所述的翘板式桥架结构,其特征在于,回转梁包括角钢、C型钢、U型钢、圆管、方管或异型管。
  6. 一种平单轴光伏发电装置,其特征在于:相邻的两个平单轴之间的桥架包括两个如权利要求1所述的翘板式桥架结构,两个翘板式桥架结构关于平单轴对称设置,翘板式桥架结构的第一回转梁和第二回转梁对应设置于两个平单轴的檩条上的横梁上,可绕横梁上的回转中心回转。
  7. 根据权利要求6所述的平单轴光伏发电装置,其特征在于,第一回转梁和第二回转梁对应各自的回转中心处套设有U形槽件,所述U形槽件与所在横梁上的回转中心相连,所述U形槽件的横板部在与回转中心对应的端部设有缺 口,使得所述U形槽件可跟随回转梁一起绕回转中心回转、以及可限制回转梁与平单轴的檩条上的横梁的相对位置。
  8. 根据权利要求6所述的平单轴光伏发电装置,其特征在于,所述回转中心位于平单轴的上方。
  9. 根据权利要求6所述的平单轴光伏发电装置,其特征在于,回转梁为角钢,角钢的横板部与横梁的顶部贴合,角钢的竖板部与横梁的外侧部贴合。
  10. 根据权利要求6所述的平单轴光伏发电装置,其特征在于,所述套管结构具有长度限位装置,所述长度限位装置包括弹簧和限位绳,所述弹簧和限位绳均穿设于套管结构内部,一端与套管结构的内管固定,另一端与套管结构的外管固定。
PCT/CN2022/097402 2022-06-01 2022-06-07 翘板式桥架结构及采用该桥架结构的平单轴光伏发电装置 WO2023231056A1 (zh)

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