CN118597337A - A floating photovoltaic platform and a water photovoltaic power generation system - Google Patents
A floating photovoltaic platform and a water photovoltaic power generation system Download PDFInfo
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
- B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
- B63B21/502—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers by means of tension legs
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B17/00—Vessels parts, details, or accessories, not otherwise provided for
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B17/00—Vessels parts, details, or accessories, not otherwise provided for
- B63B2017/009—Wave breakers, breakwaters, splashboards, or the like
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
- B63B2035/4433—Floating structures carrying electric power plants
- B63B2035/4453—Floating structures carrying electric power plants for converting solar energy into electric energy
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract
本发明公开了一种漂浮式光伏平台及水上光伏发电系统,包括漂浮平台、光伏组件、起伏式锚固器、水面削浪器和锚固座,若干个矩形布局在一起为浮台系统,每个所述漂浮平台作为一个浮台单元,漂浮平台上布设安装有若干个所述光伏组件,漂浮平台的下方安装有起伏式锚固器,起伏式锚固器与锚固座固定相连,锚固座锚固在河底内,起伏式锚固器和锚固座为锚固单元;漂浮平台上至少安装有一个所述水面削浪器。本发明引入锚索万向球节机构和钢索浮动调节单元,实现了锚索的均匀受力与水位变化的自适应调节,延长了使用寿命并简化了安装。水面削浪器采用逐级削浪和独特的板体结构设计,有效降低了波浪对浮台系统的冲击。
The present invention discloses a floating photovoltaic platform and a water photovoltaic power generation system, including a floating platform, a photovoltaic module, an undulating anchor, a water surface wave cutter and an anchor seat. A plurality of rectangular arrangements are arranged together to form a floating platform system. Each of the floating platforms serves as a floating platform unit. A plurality of photovoltaic modules are arranged and installed on the floating platform. An undulating anchor is installed below the floating platform. The undulating anchor is fixedly connected to the anchor seat. The anchor seat is anchored in the river bottom. The undulating anchor and the anchor seat form an anchor unit. At least one water surface wave cutter is installed on the floating platform. The present invention introduces an anchor cable universal ball joint mechanism and a steel cable floating adjustment unit, which realizes the uniform force of the anchor cable and the adaptive adjustment of the water level change, prolongs the service life and simplifies the installation. The water surface wave cutter adopts step-by-step wave cutting and a unique plate structure design, which effectively reduces the impact of waves on the floating platform system.
Description
技术领域Technical Field
本发明涉及水上光伏发电技术领域,具体为一种漂浮式光伏平台及水上光伏发电系统。The present invention relates to the technical field of photovoltaic power generation on water, and in particular to a floating photovoltaic platform and a photovoltaic power generation system on water.
背景技术Background Art
漂浮式光伏平台及水上光伏发电系统是一种创新型的可再生能源发电方案。这种系统主要由光伏平台和浮体组成,浮体承载着光伏平台漂浮在水面上。Floating photovoltaic platform and water photovoltaic power generation system is an innovative renewable energy power generation solution. This system is mainly composed of photovoltaic platform and floating body, which carries the photovoltaic platform and floats on the water.
光伏平台是系统的核心部分,它由多个光伏板组成,这些光伏板被精心设计和布置在平台上,以便最大程度地接收和利用太阳能。光伏板将太阳能转化为直流电,然后通过电缆传输到岸上的逆变器和电池储能系统,最终转化为交流电并入电网。The photovoltaic platform is the core part of the system. It consists of multiple photovoltaic panels that are carefully designed and arranged on the platform to maximize the reception and utilization of solar energy. The photovoltaic panels convert solar energy into direct current, which is then transmitted to the inverter and battery energy storage system on the shore through cables, and finally converted into alternating current and connected to the grid.
浮体是支撑光伏平台的关键结构,它采用高强度、高密度的材料制成,以保证平台的稳定性和安全性。浮体通过锚链或浮筒等方式固定在水面上,防止平台因水流或风力等因素发生漂移或倾覆。The float is a key structure supporting the photovoltaic platform. It is made of high-strength, high-density materials to ensure the stability and safety of the platform. The float is fixed to the water surface by anchor chains or buoys to prevent the platform from drifting or capsizing due to factors such as water flow or wind.
漂浮式光伏平台及水上光伏发电系统的优点在于,它充分利用了水面的广阔空间,避免了占用宝贵的土地资源。同时,由于水面上的温度较低,光伏板的发电效率通常会比陆地上的更高。此外,这种系统还具有较高的灵活性和可移动性,可以根据需要调整平台的位置和规模,以适应不同的环境和应用需求。The advantage of floating photovoltaic platforms and water photovoltaic power generation systems is that they make full use of the vast space of the water surface and avoid occupying precious land resources. At the same time, due to the lower temperature on the water surface, the power generation efficiency of photovoltaic panels is usually higher than that on land. In addition, this system is also highly flexible and mobile, and the location and scale of the platform can be adjusted as needed to adapt to different environments and application requirements.
目前,漂浮式光伏平台主要通过锚固系统固定在水面上,借助锚索的拖拽力来维持平台的稳定性。然而,在面临强大的风力和波浪时,光伏平台仍会在水面上发生晃动或浮动。这种情况下,锚索会从垂直状态转变为倾斜状态,从而在两端产生应力集中点。长时间承受这种应力,锚索的强度和结构完整性将受到不可逆的损害。At present, floating photovoltaic platforms are mainly fixed on the water surface by anchoring systems, and the stability of the platform is maintained by the drag force of the anchor cables. However, when faced with strong winds and waves, the photovoltaic platform will still shake or float on the water surface. In this case, the anchor cables will change from a vertical state to an inclined state, resulting in stress concentration points at both ends. If subjected to this stress for a long time, the strength and structural integrity of the anchor cables will be irreversibly damaged.
此外,水面产生的波浪会不断冲击光伏平台,传统的解决方案是在平台外部安装阻板来阻挡波浪的冲击力。尽管这种方法能在一定程度上降低波浪的恶劣影响,但它并不能有效的降低由冲击力引起的平台晃动,以及消除后续的波浪。In addition, the waves generated by the water surface will continuously impact the photovoltaic platform. The traditional solution is to install a baffle on the outside of the platform to block the impact of the waves. Although this method can reduce the adverse effects of waves to a certain extent, it cannot effectively reduce the platform shaking caused by the impact force and eliminate subsequent waves.
另一个问题是,水位的高度很难进行人为控制。当水位发生显著变化时,例如水位上升,锚索将承受巨大的拉力;而当水位下降时,锚索的稳定性将大幅下降,甚至可能出现断崖式的减弱。此情况进一步加剧了锚索和整个光伏平台的稳定性问题。Another problem is that the height of the water level is difficult to control artificially. When the water level changes significantly, such as when the water level rises, the anchor cable will be subjected to huge tension; and when the water level drops, the stability of the anchor cable will drop significantly, and may even weaken drastically. This situation further exacerbates the stability problem of the anchor cable and the entire photovoltaic platform.
因此,发明一种漂浮式光伏平台及水上光伏发电系统显得非常必要。Therefore, it is very necessary to invent a floating photovoltaic platform and a water photovoltaic power generation system.
发明内容Summary of the invention
本实发明提供的一种漂浮式光伏平台及水上光伏发电系统,本发明提供如下技术方案:包括漂浮平台、光伏组件、起伏式锚固器、水面削浪器和锚固座,若干个矩形布局在一起为浮台系统,每个所述漂浮平台作为一个浮台单元,漂浮平台上布设安装有若干个所述光伏组件,漂浮平台的下方安装有起伏式锚固器,起伏式锚固器与锚固座固定相连,锚固座锚固在河底内,起伏式锚固器和锚固座为锚固单元;漂浮平台上至少安装有一个所述水面削浪器;The present invention provides a floating photovoltaic platform and a water photovoltaic power generation system. The present invention provides the following technical solutions: comprising a floating platform, a photovoltaic module, an undulating anchor, a water surface wave cutter and an anchoring seat, a plurality of rectangular arrangements together form a floating platform system, each of the floating platforms serves as a floating platform unit, a plurality of the photovoltaic modules are arranged and installed on the floating platform, an undulating anchor is installed below the floating platform, the undulating anchor is fixedly connected to the anchoring seat, the anchoring seat is anchored in the river bottom, and the undulating anchor and the anchoring seat form an anchoring unit; at least one water surface wave cutter is installed on the floating platform;
所述起伏式锚固器包括锚固顶壳、缓冲阻尼器、连接座、起伏锚杆、限制头、锚杆筒、锚索、球头座、万向球头和球头密封罩,锚固顶壳与漂浮平台固定相连,锚固顶壳的内部铰接安装有缓冲阻尼器,缓冲阻尼器的输出端通过连接座与所述起伏锚杆的上端安装在一起,起伏锚杆上固定安装有限制头,并位于所述连接座的下方,锚杆筒密封穿过所述起伏锚杆,起伏锚杆固定安装在锚固顶壳上;锚索的两端分别与球头座或球头密封罩固定相连,锚索的下端通过球头座与锚固座固定相连,万向球头活动安装在球头座上,万向球头与球头密封罩固定相连;The undulating anchor comprises an anchor top shell, a buffer damper, a connecting seat, an undulating anchor rod, a limiting head, an anchor rod barrel, an anchor cable, a ball head seat, a universal ball head and a ball head sealing cover. The anchor top shell is fixedly connected to the floating platform. The buffer damper is hingedly installed inside the anchor top shell. The output end of the buffer damper is installed together with the upper end of the undulating anchor rod through the connecting seat. The limiting head is fixedly installed on the undulating anchor rod and is located below the connecting seat. The anchor rod barrel seal passes through the undulating anchor rod, and the undulating anchor rod is fixedly installed on the anchor top shell; the two ends of the anchor cable are respectively fixedly connected to the ball head seat or the ball head sealing cover, the lower end of the anchor cable is fixedly connected to the anchor seat through the ball head seat, the universal ball head is movably installed on the ball head seat, and the universal ball head is fixedly connected to the ball head sealing cover;
所述水面削浪器包括延伸导杆、削浪组合板、板距副弹簧、主弹簧和剪叉式机构,延伸导杆至少设置有两个,延伸导杆的一端与漂浮平台固定相连,延伸导杆上滑动安装有至少三个所述削浪组合板,削浪组合板之间通过所述板距副弹簧弹性相连,其中一个所述削浪组合板通过所述主弹簧与漂浮平台弹性相连,漂浮平台与剪叉式机构的一端相连,剪叉式机构的另一端与其中一个所述削浪组合板相连。The surface wave cutter comprises an extension guide rod, a wave cutting combination plate, a plate spacing auxiliary spring, a main spring and a scissor-type mechanism. At least two extension guide rods are provided, one end of the extension guide rod is fixedly connected to the floating platform, at least three wave cutting combination plates are slidably mounted on the extension guide rod, the wave cutting combination plates are elastically connected to each other through the plate spacing auxiliary spring, one of the wave cutting combination plates is elastically connected to the floating platform through the main spring, the floating platform is connected to one end of the scissor-type mechanism, and the other end of the scissor-type mechanism is connected to one of the wave cutting combination plates.
优选的,所述漂浮平台包括平台框架、漂浮单元和安装基板,平台框架上安装有若干个所述漂浮单元,漂浮单元之间具有允许所述锚固顶壳安装的间距,漂浮单元位于所述安装基板的下方,安装基板固定安装在平台框架上,安装基板上布设安装有若干个所述光伏组件,且并与所述锚固顶壳固定相连;平台框架的外部与延伸导杆固定相连的同时,还与所述主弹簧和剪叉式机构相连。Preferably, the floating platform includes a platform frame, a floating unit and a mounting base plate, a plurality of the floating units are mounted on the platform frame, a spacing is provided between the floating units to allow the installation of the anchoring top shell, the floating unit is located below the mounting base plate, the mounting base plate is fixedly mounted on the platform frame, a plurality of the photovoltaic modules are arranged and mounted on the mounting base plate, and are fixedly connected to the anchoring top shell; the outside of the platform frame is fixedly connected to the extension guide rod, and is also connected to the main spring and the scissors-type mechanism.
优选的,所述锚固顶壳为八边形壳体,锚固顶壳内部对称铰接安装至少两个所述缓冲阻尼器,缓冲阻尼器为液压阻尼器,起伏锚杆位于所述缓冲阻尼器之间。Preferably, the anchoring top shell is an octagonal shell, and at least two of the buffer dampers are symmetrically hingedly installed inside the anchoring top shell. The buffer dampers are hydraulic dampers, and the heave anchor rods are located between the buffer dampers.
优选的,所述锚固顶壳的内部上方和内部下方两侧安装有水位警报开关,该水位警报开关与水位警报系统相连,水位警报系统包括水位警报开关、无线发射模块、无线接收模块、控制器、无线警报器。Preferably, water level alarm switches are installed on both sides of the upper and lower interior of the anchoring top shell, and the water level alarm switches are connected to a water level alarm system, which includes a water level alarm switch, a wireless transmitting module, a wireless receiving module, a controller, and a wireless alarm.
优选的,水位警报开关位于所述起伏锚杆的正上方和下方两侧位置,正上方设置的水位警报开关允许被所述起伏锚杆触发,下方两侧的水位警报开关允许被所述限制头触发,限制头为锥形台结构。Preferably, the water level alarm switch is located on both sides directly above and below the heaving anchor rod. The water level alarm switch arranged directly above allows being triggered by the heaving anchor rod, and the water level alarm switches on both sides below allow being triggered by the limiting head, which is a conical table structure.
优选的,所述锚杆筒上安装有防水密封组件,起伏锚杆的下端穿过所述锚杆筒,并与所述球头密封罩固定相连,球头密封罩为锥形罩结构,球头密封罩的内侧表面设置有多个不同直径的防水密封环,该防水密封环设置在球头座和球头密封罩之间。Preferably, a waterproof sealing assembly is installed on the anchor rod barrel, the lower end of the undulating anchor rod passes through the anchor rod barrel and is fixedly connected to the ball head sealing cover. The ball head sealing cover is a conical cover structure, and the inner surface of the ball head sealing cover is provided with multiple waterproof sealing rings of different diameters, which are arranged between the ball head seat and the ball head sealing cover.
优选的,所述球头座、万向球头和球头密封罩为锚索万向球节机构,球头座的上方外部为弧形表面,又称弧形密封面,球头座内设置有允许安装所述万向球头所需的球头腔,万向球头设置在球头座和球头密封罩内侧。Preferably, the ball head seat, universal ball head and ball head sealing cover are an anchor cable universal ball joint mechanism, the upper outer part of the ball head seat is an arcuate surface, also known as an arcuate sealing surface, and the ball head seat is provided with a ball head cavity required to allow the universal ball head to be installed, and the universal ball head is arranged on the inner side of the ball head seat and the ball head sealing cover.
优选的,所述延伸导杆之间具有允许所述削浪组合板滑动的间距,削浪组合板滑动安装在所述延伸导杆远离所述漂浮平台的一端上,延伸导杆位于所述剪叉式机构的下方,剪叉式机构至少设置两个。Preferably, there is a spacing between the extension guide rods to allow the wave-cutting assembly board to slide, and the wave-cutting assembly board is slidably mounted on one end of the extension guide rod away from the floating platform. The extension guide rod is located below the scissor-type mechanism, and at least two scissor-type mechanisms are provided.
优选的,所述削浪组合板之间的间距为多级缓冲间距,该间距之间设置有所述板距副弹簧,板距副弹簧和主弹簧套设安装在延伸导杆的外部,主弹簧与最内侧的所述削浪组合板相连。Preferably, the spacing between the wave-cutting composite plates is a multi-stage buffer spacing, the plate spacing auxiliary spring is arranged between the spacings, the plate spacing auxiliary spring and the main spring are sleeved and installed on the outside of the extension guide rod, and the main spring is connected to the innermost wave-cutting composite plate.
优选的,所述削浪组合板是由切浪部和阻浪部所构成,削浪组合板的上方部分为切浪部,而下方部分为阻浪部,切浪部为‘V’字型结构,阻浪部则为矩形结构,位于所述削浪组合板内侧的区域为削浪区域,浮台系统所处的位置为削浪区域。Preferably, the wave-cutting composite plate is composed of a wave-cutting part and a wave-blocking part, the upper part of the wave-cutting composite plate is the wave-cutting part, and the lower part is the wave-blocking part, the wave-cutting part is a 'V'-shaped structure, and the wave-blocking part is a rectangular structure, the area located inside the wave-cutting composite plate is the wave-cutting area, and the position of the floating platform system is the wave-cutting area.
优选的,若干个所述削浪组合板从外到内的高度依次递增,但是所述削浪组合板的切浪部高度是恒定不变的,只有阻浪部的高度发生改变。Preferably, the heights of the plurality of wave-cutting composite boards increase from the outside to the inside in sequence, but the height of the wave-cutting portion of the wave-cutting composite board is constant, and only the height of the wave-blocking portion changes.
与现有技术相比,本发明的有益效果如下:Compared with the prior art, the present invention has the following beneficial effects:
1.本发明的起伏式锚固器革命性地引入了锚索万向球节机构,这一机构具备卓越的多方位、多角度活动能力。当漂浮平台受到如波浪、风力等外界因素作用而产生晃动时,锚索万向球节机构能够智能地调整锚索两端的位置,确保它们始终处于同一直线上。此设计消除了应力集中点的产生,使得锚索所受的拉力更加均匀分布,显著降低了钢索因应力集中而引发的疲劳和断裂风险。不仅有效延长了钢索的使用寿命,还简化了安装和调试过程,减少了安装误差,提高了施工效率,大大降低了施工难度。1. The undulating anchor of the present invention revolutionizes the introduction of the anchor cable universal ball joint mechanism, which has excellent multi-directional and multi-angle mobility. When the floating platform is shaken by external factors such as waves and wind, the anchor cable universal ball joint mechanism can intelligently adjust the positions of the two ends of the anchor cable to ensure that they are always in the same straight line. This design eliminates the generation of stress concentration points, making the tension on the anchor cable more evenly distributed, and significantly reducing the fatigue and fracture risks of the steel cable caused by stress concentration. It not only effectively extends the service life of the steel cable, but also simplifies the installation and debugging process, reduces installation errors, improves construction efficiency, and greatly reduces construction difficulty.
2.本发明起伏式锚固器同样创新性地引入了钢索浮动调节单元,该单元由锚固顶壳、缓冲阻尼器、连接座、起伏锚杆、限制头和锚杆筒等关键部件构成。此精妙设计使其能够适应一定范围内水位的变化。2. The undulating anchor of the present invention also innovatively introduces a steel cable floating adjustment unit, which is composed of key components such as anchor top shell, buffer damper, connecting seat, undulating anchor rod, limiting head and anchor rod barrel. This ingenious design enables it to adapt to changes in water levels within a certain range.
当水位发生波动时,缓冲阻尼器、连接座和起伏锚杆三者协同工作,实现起伏锚杆的升降调节,有效分担因水位上升导致的锚索拉力增加,防止了锚索因水位变化而产生的过度应力。同时,这种设计也避免了水位下降时锚索稳定性急剧下降的问题,确保了系统在各种水位条件下的稳定运行。When the water level fluctuates, the buffer damper, the connection seat and the heave anchor work together to achieve the lifting and lowering adjustment of the heave anchor, effectively sharing the increase in anchor cable tension caused by the rising water level, and preventing the anchor cable from excessive stress caused by water level changes. At the same time, this design also avoids the problem of a sharp drop in anchor cable stability when the water level drops, ensuring the stable operation of the system under various water level conditions.
3.本发明中的水面削浪器被精心布置在浮台系统的外侧,形成一个独特的削浪区域。这一区域的设计使得浮台系统正好处于削浪效果最佳的位置。削浪组合板采用从外向内逐渐增高的设计策略,使得大波浪在经过时逐级受到阻碍,有效降低其高度和冲击力。当波浪遇到这一系列逐渐升高的削浪板时,其能量被逐级消耗,最终到达浮台系统时的波浪规模和冲击力已大大减弱。3. The surface wave cutters in the present invention are carefully arranged on the outside of the floating platform system to form a unique wave cutting area. The design of this area makes the floating platform system exactly in the best position for wave cutting effect. The wave cutting composite board adopts a design strategy of gradually increasing from the outside to the inside, so that large waves are blocked step by step when passing through, effectively reducing their height and impact force. When the wave encounters this series of gradually rising wave cutting boards, its energy is consumed step by step, and the wave scale and impact force are greatly weakened when it finally reaches the floating platform system.
4.本发明水面削浪器的削浪组合板融合了矩形和V型设计的精髓,形成了一种独特的板体结构。其中,矩形部分大部分置于水面下,而V型部分则位于水面上。这种混合设计带来了卓越的削浪效果。矩形部分提供了较大的迎浪面积,有效分散和减弱了波浪的初始能量,类似于一个固定的屏障,阻挡波浪直接冲击浮台系统。同时,V型部分利用其尖锐的角度更有效地切入波浪,迅速改变波浪方向并使其分散,进一步降低了对浮台系统的冲击。这种混合设计结合了两种不同机制来应对波浪:一方面通过大迎浪面积分散波浪能量,另一方面通过改变波浪方向迅速减弱其冲击力。4. The wave-cutting composite plate of the surface wave cutter of the present invention combines the essence of rectangular and V-shaped designs to form a unique plate structure. Among them, most of the rectangular part is placed under the water surface, while the V-shaped part is located on the water surface. This hybrid design brings about an excellent wave-cutting effect. The rectangular part provides a larger wave-facing area, which effectively disperses and weakens the initial energy of the wave, similar to a fixed barrier, blocking the wave from directly impacting the floating platform system. At the same time, the V-shaped part uses its sharp angle to more effectively cut into the wave, quickly change the direction of the wave and disperse it, further reducing the impact on the floating platform system. This hybrid design combines two different mechanisms to deal with waves: on the one hand, it disperses the wave energy through a large wave-facing area, and on the other hand, it quickly weakens its impact force by changing the direction of the wave.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1是本发明的光伏平台及光伏系统结构示意图。FIG. 1 is a schematic diagram of the photovoltaic platform and photovoltaic system structure of the present invention.
图2是本发明的整体结构示意图。FIG. 2 is a schematic diagram of the overall structure of the present invention.
图3是本发明漂浮平台的结构示意图。FIG. 3 is a schematic structural diagram of the floating platform of the present invention.
图4是本发明起伏式锚固器的局部剖面结构示意图。FIG. 4 is a schematic diagram of a partial cross-sectional structure of the undulating anchor of the present invention.
图5是本发明图4的A处局部放大结构示意图。FIG. 5 is a schematic diagram of a partially enlarged structure of point A in FIG. 4 of the present invention.
图6是本发明水面削浪器的结构示意图。FIG. 6 is a schematic structural diagram of the water surface wave cutter of the present invention.
图中:In the figure:
漂浮平台1,平台框架11,漂浮单元12,安装基板13,光伏组件2,起伏式锚固器3,锚固顶壳31,缓冲阻尼器32,连接座33,起伏锚杆34,限制头35,锚杆筒36,锚索37,球头座38,万向球头39,球头密封罩30,水面削浪器4,延伸导杆41,削浪组合板42,板距副弹簧43,主弹簧44,剪叉式机构45,锚固座5。Floating platform 1, platform frame 11, floating unit 12, mounting base plate 13, photovoltaic module 2, undulating anchor 3, anchor top shell 31, buffer damper 32, connecting seat 33, undulating anchor 34, limiting head 35, anchor tube 36, anchor cable 37, ball head seat 38, universal ball head 39, ball head sealing cover 30, surface wave cutter 4, extension guide rod 41, wave cutting combination plate 42, plate spacing auxiliary spring 43, main spring 44, scissor-type mechanism 45, anchor seat 5.
具体实施方式DETAILED DESCRIPTION
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
如附图1-6所示:As shown in Figures 1-6:
本发明提供的一种漂浮式光伏平台及水上光伏发电系统,包括漂浮平台1、光伏组件2、起伏式锚固器3、水面削浪器4和锚固座5,若干个矩形布局在一起为浮台系统,浮台系统的一侧设置有逆变器系统,逆变器系统通过电缆与光伏组件2和电网相连,该逆变器系统安装在漂浮平台1上,每个所述漂浮平台1作为一个浮台单元,漂浮平台1上布设安装有若干个所述光伏组件2,漂浮平台1的下方安装有起伏式锚固器3,起伏式锚固器3与锚固座5固定相连,锚固座5锚固在河底内,起伏式锚固器3和锚固座5为锚固单元;漂浮平台1上至少安装有一个所述水面削浪器4。The present invention provides a floating photovoltaic platform and a water photovoltaic power generation system, comprising a floating platform 1, a photovoltaic module 2, an undulating anchor 3, a water surface wave cutter 4 and an anchor seat 5. Several rectangular arrangements together form a floating platform system. An inverter system is arranged on one side of the floating platform system. The inverter system is connected to the photovoltaic module 2 and the power grid through cables. The inverter system is installed on the floating platform 1. Each of the floating platforms 1 serves as a floating platform unit. Several photovoltaic modules 2 are arranged and installed on the floating platform 1. An undulating anchor 3 is installed below the floating platform 1. The undulating anchor 3 is fixedly connected to the anchor seat 5. The anchor seat 5 is anchored in the riverbed. The undulating anchor 3 and the anchor seat 5 form an anchoring unit. At least one water surface wave cutter 4 is installed on the floating platform 1.
所述起伏式锚固器3包括锚固顶壳31、缓冲阻尼器32、连接座33、起伏锚杆34、限制头35、锚杆筒36、锚索37、球头座38、万向球头39和球头密封罩30,锚固顶壳31与漂浮平台1固定相连,锚固顶壳31的内部铰接安装有缓冲阻尼器32,缓冲阻尼器32的输出端通过连接座33与所述起伏锚杆34的上端安装在一起,起伏锚杆34上固定安装有限制头35,并位于所述连接座33的下方,锚杆筒36密封穿过所述起伏锚杆34,起伏锚杆34固定安装在锚固顶壳31上;锚索37的两端分别与球头座38或球头密封罩30固定相连,锚索37的下端通过球头座38与锚固座5固定相连,万向球头39活动安装在球头座38上,万向球头39与球头密封罩30固定相连。这些部件的精密组合,使得锚索37在风浪作用下能够进行多方位、多角度的相对活动或转动,从而分散应力,延长使用寿命,并简化了安装和调试过程。The undulating anchor 3 comprises an anchor top shell 31, a buffer damper 32, a connecting seat 33, an undulating anchor rod 34, a limiting head 35, an anchor rod tube 36, an anchor cable 37, a ball head seat 38, a universal ball head 39 and a ball head sealing cover 30. The anchor top shell 31 is fixedly connected to the floating platform 1. The buffer damper 32 is hingedly installed inside the anchor top shell 31. The output end of the buffer damper 32 is installed together with the upper end of the undulating anchor rod 34 through the connecting seat 33. A limiting head 35 is fixedly mounted on the rod 34 and is located below the connecting seat 33. An anchor rod tube 36 seals and passes through the undulating anchor rod 34. The undulating anchor rod 34 is fixedly mounted on the anchoring top shell 31. Both ends of the anchor cable 37 are fixedly connected to the ball head seat 38 or the ball head sealing cover 30 respectively. The lower end of the anchor cable 37 is fixedly connected to the anchoring seat 5 through the ball head seat 38. The universal ball head 39 is movably mounted on the ball head seat 38. The universal ball head 39 is fixedly connected to the ball head sealing cover 30. The precise combination of these components enables the anchor cable 37 to perform relative movements or rotations in multiple directions and angles under the action of wind and waves, thereby dispersing stress, extending service life, and simplifying the installation and commissioning process.
所述水面削浪器4包括延伸导杆41、削浪组合板42、板距副弹簧43、主弹簧44和剪叉式机构45,延伸导杆41至少设置有两个,延伸导杆41的一端与漂浮平台1固定相连,延伸导杆41上滑动安装有至少三个所述削浪组合板42,削浪组合板42之间通过所述板距副弹簧43弹性相连,其中一个所述削浪组合板42通过所述主弹簧44与漂浮平台1弹性相连,漂浮平台1与剪叉式机构45的一端相连,剪叉式机构45的另一端与其中一个所述削浪组合板42相连,当波浪接触到逐渐升高的削浪组合板时,其能量会被逐级消耗,到达平台时的波浪规模和冲击力已大大减弱。这种设计有效地保护了光伏组件和整个系统免受波浪的破坏。The surface wave cutter 4 comprises an extension guide rod 41, a wave cutting assembly plate 42, a plate spacing auxiliary spring 43, a main spring 44 and a scissor-type mechanism 45, wherein at least two extension guide rods 41 are provided, one end of the extension guide rod 41 is fixedly connected to the floating platform 1, at least three wave cutting assembly plates 42 are slidably mounted on the extension guide rod 41, the wave cutting assembly plates 42 are elastically connected to each other through the plate spacing auxiliary spring 43, one of the wave cutting assembly plates 42 is elastically connected to the floating platform 1 through the main spring 44, the floating platform 1 is connected to one end of the scissor-type mechanism 45, and the other end of the scissor-type mechanism 45 is connected to one of the wave cutting assembly plates 42, when the wave contacts the gradually rising wave cutting assembly plate, its energy will be consumed step by step, and the wave scale and impact force when reaching the platform have been greatly weakened. This design effectively protects the photovoltaic module and the entire system from being damaged by waves.
实施例一:Embodiment 1:
具体的,漂浮平台1包括平台框架11、漂浮单元12和安装基板13,平台框架11上安装有若干个所述漂浮单元12,漂浮单元12之间具有允许所述锚固顶壳31安装的间距,漂浮单元12位于所述安装基板13的下方,安装基板13固定安装在平台框架11上,安装基板13上布设安装有若干个所述光伏组件2,且并与所述锚固顶壳31固定相连;平台框架11的外部与延伸导杆41固定相连的同时,还与所述主弹簧44和剪叉式机构45相连。Specifically, the floating platform 1 includes a platform frame 11, a floating unit 12 and a mounting substrate 13. A plurality of the floating units 12 are mounted on the platform frame 11. The floating units 12 have a spacing between them that allows the anchoring top shell 31 to be installed. The floating unit 12 is located below the mounting substrate 13. The mounting substrate 13 is fixedly mounted on the platform frame 11. A plurality of the photovoltaic modules 2 are arranged and mounted on the mounting substrate 13, and are fixedly connected to the anchoring top shell 31. The outside of the platform frame 11 is fixedly connected to the extension guide rod 41, and is also connected to the main spring 44 and the scissor-type mechanism 45.
具体的,锚固顶壳31为八边形壳体,此设计不仅提供了足够的空间来容纳内部组件,还增强了整体的稳定性和结构强度。起伏锚杆34位于所述缓冲阻尼器32之间在锚固顶壳31内部,至少两个缓冲阻尼器32被对称地铰接安装。这些缓冲阻尼器32选用液压阻尼器,具有出色的缓冲和减振性能。当外界因素如波浪或风力作用于漂浮平台1时,液压阻尼器32能够有效地吸收和分散这些力量,减少对平台的直接冲击。Specifically, the anchoring top shell 31 is an octagonal shell, which not only provides enough space to accommodate internal components, but also enhances the overall stability and structural strength. The heave anchor 34 is located between the buffer dampers 32. Inside the anchoring top shell 31, at least two buffer dampers 32 are symmetrically hingedly installed. These buffer dampers 32 are hydraulic dampers with excellent buffering and vibration reduction performance. When external factors such as waves or wind act on the floating platform 1, the hydraulic dampers 32 can effectively absorb and disperse these forces to reduce the direct impact on the platform.
具体的,锚固顶壳31的内部上方和内部下方两侧安装有水位警报开关,该水位警报开关与水位警报系统相连,水位警报系统包括水位警报开关、无线发射模块、无线接收模块、控制器、无线警报器,为了进一步提升本发明的安全性与可靠性,在锚固顶壳31的内部安装了水位警报开关。这些水位警报开关与专门设计的水位警报系统紧密相连,构成了一个完整的监控与响应机制。当水位达到或超过预设的警戒线时,相应的水位警报开关会被激活,从而触发水位警报系统。该系统中的无线发射模块会立即将警报信号发送至无线接收模块,进而传输到控制器。控制器作为整个警报系统的核心,负责处理接收到的信号,并触发无线警报器发出警报声,以便及时提醒操作人员注意水位异常。这种设计不仅可以在水位异常时提供及时的警示,还可以通过无线传输方式,实现远程监控与警报,大大增强了系统的灵活性和便利性。Specifically, water level alarm switches are installed on both sides of the upper and lower parts of the anchoring top shell 31. The water level alarm switches are connected to the water level alarm system. The water level alarm system includes a water level alarm switch, a wireless transmitting module, a wireless receiving module, a controller, and a wireless alarm. In order to further improve the safety and reliability of the present invention, a water level alarm switch is installed inside the anchoring top shell 31. These water level alarm switches are closely connected with the specially designed water level alarm system to form a complete monitoring and response mechanism. When the water level reaches or exceeds the preset warning line, the corresponding water level alarm switch will be activated, thereby triggering the water level alarm system. The wireless transmitting module in the system will immediately send the alarm signal to the wireless receiving module, and then transmit it to the controller. As the core of the entire alarm system, the controller is responsible for processing the received signal and triggering the wireless alarm to sound an alarm so as to promptly remind the operator to pay attention to the abnormal water level. This design can not only provide timely warnings when the water level is abnormal, but also realize remote monitoring and alarms through wireless transmission, which greatly enhances the flexibility and convenience of the system.
具体的,为了更精确地监控水位变化并确保及时响应,特别将水位警报开关安装在关键位置。具体来说,水位警报开关被设置在起伏锚杆34的正上方和下方两侧位置。这种布局充分考虑了水位变化的范围和速度,以确保警报系统能够在不同情况下都能准确触发。正上方设置的水位警报开关被设计成允许被起伏锚杆34触发。当水位下降至接近或超过预设警戒线时,锚固顶壳31便会在浮力的作用下随着水位的下降而下降,而起伏锚杆34相对于锚固顶壳31做上升运动,进而触发该水位警报开关。这种设计巧妙地利用了起伏锚杆34的运动特性,实现了对水位变化的直接监测。而下方两侧的水位警报开关则被设置为允许被限制头35触发。限制头35采用锥形台结构,其设计不仅减小了水流的阻力,还增强了触发水位警报开关的可靠性。当水位上涨至接近或超过警戒线时,漂浮平台1上安装的锚固顶壳31会随着水位的上升而上升,起伏锚杆34相对于锚固顶壳31进行下降,起伏锚杆34上安装的限制头35与水位警报开关接触,从而触发警报。Specifically, in order to more accurately monitor water level changes and ensure timely response, water level alarm switches are installed in key positions. Specifically, the water level alarm switches are set at both sides of the upper and lower sides of the undulating anchor rod 34. This layout fully considers the range and speed of water level changes to ensure that the alarm system can be accurately triggered in different situations. The water level alarm switch set just above is designed to allow it to be triggered by the undulating anchor rod 34. When the water level drops to approach or exceed the preset warning line, the anchor top shell 31 will drop with the drop of water level under the action of buoyancy, and the undulating anchor rod 34 will move upward relative to the anchor top shell 31, thereby triggering the water level alarm switch. This design cleverly utilizes the motion characteristics of the undulating anchor rod 34 to achieve direct monitoring of water level changes. The water level alarm switches on both sides below are set to allow it to be triggered by the limiting head 35. The limiting head 35 adopts a conical table structure, and its design not only reduces the resistance of the water flow, but also enhances the reliability of triggering the water level alarm switch. When the water level rises to approach or exceed the warning line, the anchoring top shell 31 installed on the floating platform 1 will rise with the rising water level, the heave anchor 34 will descend relative to the anchoring top shell 31, and the limiting head 35 installed on the heave anchor 34 will contact the water level alarm switch, thereby triggering the alarm.
具体的,锚杆筒36上安装有防水密封组件,起伏锚杆34的下端穿过所述锚杆筒36,并与所述球头密封罩30固定相连,球头密封罩30设计为锥形罩结构,这种结构不仅优化了水流的通过性,还增强了其密封性能。更重要的是,球头密封罩30的内侧表面设置了多个不同直径的防水密封环。这些密封环采用高弹性、耐水材料制成,能够在球头座38和球头密封罩30之间形成多道密封屏障,有效防止水分和杂质的进入。Specifically, a waterproof sealing assembly is installed on the anchor rod tube 36. The lower end of the undulating anchor rod 34 passes through the anchor rod tube 36 and is fixedly connected to the ball head sealing cover 30. The ball head sealing cover 30 is designed as a conical cover structure, which not only optimizes the water flow, but also enhances its sealing performance. More importantly, a plurality of waterproof sealing rings of different diameters are arranged on the inner surface of the ball head sealing cover 30. These sealing rings are made of highly elastic and water-resistant materials, and can form multiple sealing barriers between the ball head seat 38 and the ball head sealing cover 30, effectively preventing the entry of moisture and impurities.
具体的,球头座38、万向球头39和球头密封罩30为锚索万向球节机构,球头座38的上方外部为弧形表面,又称弧形密封面,球头座38内设置有允许安装所述万向球头39所需的球头腔,万向球头39设置在球头座38和球头密封罩30内侧。Specifically, the ball head seat 38, the universal ball head 39 and the ball head sealing cover 30 are an anchor cable universal ball joint mechanism. The upper outer part of the ball head seat 38 is an arcuate surface, also known as an arcuate sealing surface. The ball head seat 38 is provided with a ball head cavity required to allow the universal ball head 39 to be installed. The universal ball head 39 is arranged on the inner side of the ball head seat 38 and the ball head sealing cover 30.
具体的,延伸导杆41之间具有允许所述削浪组合板42滑动的间距,削浪组合板42滑动安装在所述延伸导杆41远离所述漂浮平台1的一端上,延伸导杆41位于所述剪叉式机构45的下方,剪叉式机构45至少设置两个,延伸导杆41和削浪组合板42之间的设计关系尤为重要。延伸导杆41不仅起到支撑和导向的作用,还为削浪组合板42提供了一个滑动的轨道。这种设计使得削浪组合板42能够在延伸导杆41之间自由滑动,从而适应不同的波浪高度和频率。Specifically, there is a spacing between the extension guide rods 41 that allows the wave-cutting composite board 42 to slide. The wave-cutting composite board 42 is slidably mounted on the end of the extension guide rod 41 away from the floating platform 1. The extension guide rod 41 is located below the scissor-type mechanism 45. At least two scissor-type mechanisms 45 are provided. The design relationship between the extension guide rod 41 and the wave-cutting composite board 42 is particularly important. The extension guide rod 41 not only plays a supporting and guiding role, but also provides a sliding track for the wave-cutting composite board 42. This design enables the wave-cutting composite board 42 to slide freely between the extension guide rods 41, thereby adapting to different wave heights and frequencies.
具体的,削浪组合板42之间的间距为多级缓冲间距,该间距之间设置有所述板距副弹簧43,板距副弹簧43和主弹簧44套设安装在延伸导杆41的外部,主弹簧44与最内侧的所述削浪组合板42相连,此设计使得削浪组合板42之间的间距能够根据波浪的高度和力度进行自适应调整,从而更好地实现削浪效果。Specifically, the spacing between the wave-cutting combination plates 42 is a multi-level buffer spacing, and the plate spacing auxiliary spring 43 is arranged between the spacings. The plate spacing auxiliary spring 43 and the main spring 44 are sleeved and installed on the outside of the extension guide rod 41, and the main spring 44 is connected to the innermost wave-cutting combination plate 42. This design enables the spacing between the wave-cutting combination plates 42 to be adaptively adjusted according to the height and strength of the waves, so as to better achieve the wave-cutting effect.
具体的,削浪组合板42是由切浪部和阻浪部所构成,削浪组合板42的上方部分为切浪部,采用“V”字型结构。这种设计使得切浪部能够像刀刃一样切入波浪,有效地削减波浪的高度。同时,“V”字型结构还能够引导波浪向两侧分散,减少波浪对浮台系统的直接冲击。而削浪组合板42的下方部分则为阻浪部,采用矩形结构。阻浪部的主要作用是阻挡和反射波浪,防止波浪绕过切浪部直接冲击浮台系统。矩形结构的设计使得阻浪部具有更强的结构稳定性和抗冲击能力。Specifically, the wave-cutting composite plate 42 is composed of a wave-cutting portion and a wave-blocking portion. The upper portion of the wave-cutting composite plate 42 is the wave-cutting portion, which adopts a "V"-shaped structure. This design enables the wave-cutting portion to cut into the waves like a knife blade, effectively reducing the height of the waves. At the same time, the "V"-shaped structure can also guide the waves to disperse to both sides, reducing the direct impact of the waves on the floating platform system. The lower portion of the wave-cutting composite plate 42 is the wave-blocking portion, which adopts a rectangular structure. The main function of the wave-blocking portion is to block and reflect waves, preventing waves from bypassing the wave-cutting portion and directly impacting the floating platform system. The design of the rectangular structure enables the wave-blocking portion to have stronger structural stability and impact resistance.
具体的,为了进一步优化消浪效果和提高对不同波浪条件的适应能力,削浪组合板42采用从外到内的高度依次递增了排列方式。在这种排列方式中,若干个削浪组合板42从外到内的高度依次递增,意味着越靠近浮台系统的削浪组合板42具有越高的高度。此设计有助于逐级削减和阻挡波浪,从而确保浮台系统始终处于一个相对平稳的工作环境中。虽然削浪组合板42的整体高度在递增,但切浪部的高度却是恒定不变的。这意味着无论削浪组合板42的高度如何变化,其切浪能力都保持一致。这种设计确保了切浪部始终能够有效地切入波浪并引导其向两侧分散。Specifically, in order to further optimize the wave-breaking effect and improve the adaptability to different wave conditions, the wave-cutting composite panels 42 are arranged in a manner in which the height increases from the outside to the inside. In this arrangement, the heights of several wave-cutting composite panels 42 increase from the outside to the inside, which means that the wave-cutting composite panels 42 closer to the floating platform system have higher heights. This design helps to gradually reduce and block waves, thereby ensuring that the floating platform system is always in a relatively stable working environment. Although the overall height of the wave-cutting composite panels 42 is increasing, the height of the wave-cutting portion is constant. This means that no matter how the height of the wave-cutting composite panels 42 changes, its wave-cutting ability remains consistent. This design ensures that the wave-cutting portion can always effectively cut into the waves and guide them to disperse to both sides.
实施例二:Embodiment 2:
漂浮平台1:作为整个系统的基础,漂浮平台1利用浮力原理在水面上稳定漂浮。其设计考虑了结构强度和稳定性,以确保光伏组件2和其他设备的正常运行。Floating platform 1: As the foundation of the entire system, floating platform 1 uses the principle of buoyancy to float stably on the water surface. Its design takes into account structural strength and stability to ensure the normal operation of photovoltaic modules 2 and other equipment.
光伏组件2:安装在漂浮平台1上,负责将太阳光能转换为电能。光伏组件2的布局和安装考虑了光照条件和发电效率,以实现最大化的能源产出。Photovoltaic module 2: Installed on floating platform 1, responsible for converting solar energy into electrical energy. The layout and installation of photovoltaic module 2 take into account the lighting conditions and power generation efficiency to achieve maximum energy output.
起伏式锚固器3:该组件通过锚索37与河底的锚固座5相连,为漂浮平台1提供稳定的支撑。起伏式锚固器3的设计允许其在风浪作用下进行多方位、多角度的相对活动或转动,从而分散应力,延长使用寿命。起伏锚杆34的下端穿过锚杆筒36,并与球头密封罩30固定相连。球头密封罩30的锥形罩结构优化了水流的通过性,同时增强了其密封性能。内侧表面的多个不同直径的防水密封环由高弹性、耐水材料制成,形成多道密封屏障,有效防止水分和杂质的进入。球头座38、万向球头39和球头密封罩30构成了锚索万向球节机构。球头座38的上方外部为弧形密封面,内部设有球头腔以安装万向球头39。万向球头39设置在球头座38和球头密封罩30之间,提供了灵活的连接和转动功能。Undulating anchor 3: This component is connected to the anchor seat 5 at the bottom of the river through an anchor cable 37, providing stable support for the floating platform 1. The design of the undulating anchor 3 allows it to move or rotate relative to other positions or angles under the action of wind and waves, thereby dispersing stress and extending the service life. The lower end of the undulating anchor rod 34 passes through the anchor rod tube 36 and is fixedly connected to the ball head sealing cover 30. The conical cover structure of the ball head sealing cover 30 optimizes the permeability of the water flow and enhances its sealing performance. The multiple waterproof sealing rings of different diameters on the inner surface are made of highly elastic and water-resistant materials to form multiple sealing barriers to effectively prevent the entry of moisture and impurities. The ball head seat 38, the universal ball head 39 and the ball head sealing cover 30 constitute the anchor cable universal ball joint mechanism. The upper outer part of the ball head seat 38 is an arc-shaped sealing surface, and a ball head cavity is provided inside to install the universal ball head 39. The universal ball head 39 is arranged between the ball head seat 38 and the ball head sealing cover 30, providing flexible connection and rotation functions.
水面削浪器4:延伸导杆41为削浪组合板42提供了滑动的轨道,使得削浪组合板42能够在不同的波浪高度和频率下自由滑动。削浪组合板42之间的多级缓冲间距和板距副弹簧43、主弹簧44的设置,使得削浪组合板42能够根据波浪的高度和力度进行自适应调整,更好地实现削浪效果。削浪组合板42由切浪部和阻浪部构成。切浪部的“V”字型结构能够切入波浪,削减波浪的高度并引导其向两侧分散。阻浪部的矩形结构则阻挡和反射波浪,防止其绕过切浪部直接冲击浮台系统。Surface wave cutter 4: The extended guide rod 41 provides a sliding track for the wave cutting assembly plate 42, so that the wave cutting assembly plate 42 can slide freely under different wave heights and frequencies. The multi-stage buffer spacing between the wave cutting assembly plates 42 and the setting of the plate spacing auxiliary spring 43 and the main spring 44 enable the wave cutting assembly plate 42 to be adaptively adjusted according to the height and strength of the waves, so as to better achieve the wave cutting effect. The wave cutting assembly plate 42 is composed of a wave cutting part and a wave blocking part. The "V"-shaped structure of the wave cutting part can cut into the waves, reduce the height of the waves and guide them to disperse to both sides. The rectangular structure of the wave blocking part blocks and reflects the waves to prevent them from bypassing the wave cutting part and directly impacting the floating platform system.
水位警报系统:当水位上涨至接近或超过警戒线时,漂浮平台1上的锚固顶壳31会随着水位的上升或下降而下降或上升。起伏锚杆34相对于锚固顶壳31进行上升或下降运动。当起伏锚杆34的上端或限制头35与水位警报开关接触时,警报系统被触发,发出警报声以提醒操作人员注意水位的高度变化。Water level alarm system: When the water level rises to approach or exceed the warning line, the anchoring top shell 31 on the floating platform 1 will descend or rise as the water level rises or falls. The heave anchor 34 moves up or down relative to the anchoring top shell 31. When the upper end or the limit head 35 of the heave anchor 34 contacts the water level alarm switch, the alarm system is triggered and an alarm sounds to remind the operator to pay attention to the height change of the water level.
实施例三:Embodiment three:
系统初始化:在系统启动前,确保所有组件安装正确并处于良好工作状态。检查水位警报系统的设定值,确保其准确性。System initialization: Before starting the system, ensure that all components are installed correctly and in good working condition. Check the set value of the water level alarm system to ensure its accuracy.
光伏发电:在日照条件下,光伏组件2开始工作,将太阳光能转换为电能。产生的电能通过电缆传输至逆变器系统。Photovoltaic power generation: Under sunshine conditions, the photovoltaic modules 2 start to work and convert sunlight into electrical energy. The generated electrical energy is transmitted to the inverter system through cables.
电能转换与传输:逆变器系统将直流电能转换为交流电能,并通过电缆将其传输至电网。同时,逆变器系统还负责监控电能的质量和数量,确保系统的稳定运行。Power conversion and transmission: The inverter system converts DC power into AC power and transmits it to the grid through cables. At the same time, the inverter system is also responsible for monitoring the quality and quantity of power to ensure the stable operation of the system.
波浪管理:当波浪接触到水面削浪器4时,其能量被逐级消耗。延伸导杆31和削浪组合板31的协同工作使波浪规模和冲击力大大减弱,从而保护光伏组件2和整个系统免受波浪的破坏。Wave management: When waves contact the water surface wave cutter 4, their energy is consumed step by step. The coordinated work of the extended guide rod 31 and the wave cutting composite plate 31 greatly reduces the size and impact of the waves, thereby protecting the photovoltaic module 2 and the entire system from damage by the waves.
水位监控与警报:在系统运行过程中,水位警报系统持续监控水位变化。当水位达到或超过预设的警戒线时,水位警报开关被触发,启动警报系统。操作人员接收到警报信号后,采取相应的措施确保系统的安全运行。Water level monitoring and alarm: During system operation, the water level alarm system continuously monitors water level changes. When the water level reaches or exceeds the preset warning line, the water level alarm switch is triggered and the alarm system is activated. After receiving the alarm signal, the operator takes appropriate measures to ensure the safe operation of the system.
尽管已经示出和描述了本发明的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本发明的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本发明的范围由所附权利要求及其等同物限定。Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
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