CN115478973A - A multi-scale gravity energy storage facility and method for water (liquid) turbine pumping and drainage (liquid) driven energy conversion - Google Patents
A multi-scale gravity energy storage facility and method for water (liquid) turbine pumping and drainage (liquid) driven energy conversion Download PDFInfo
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Abstract
本发明公开了一种水(液体)轮机抽排水(液体)驱动能量转化的多尺度重力储能设施与方法,涉及多尺度蓄能技术领域。该设施包括抽水储能装置:重载蓄水池系统2(即重载蓄能池,下同)、一台或多台水轮机发电装置(如1、4)、蓄水池与载重设施的侧面压力缓冲结构、蓄水池底部的重载缓冲装置、重载蓄水池内壁与载重设施的侧面压力缓冲液压系统装置5、普通蓄水池3(其亦可省略,其蓄水功能设置在重载蓄水池2的上部)等。本发明通过水轮机(为可逆式,或为抽水蓄能与排水发电单独分开的水轮机)经防水锤装置、电动阀门等从重载蓄水池的全密封水套内抽水,以水压力驱动重载上行蓄能;然后,再利用重载以水压驱动水轮机带动发电机发电,周而复始。
The invention discloses a multi-scale gravity energy storage facility and method for water (liquid) turbine pumping and drainage (liquid) driven energy conversion, and relates to the technical field of multi-scale energy storage. The facility includes a pumped energy storage device: a heavy-duty storage tank system 2 (that is, a heavy-duty storage tank, the same below), one or more hydraulic turbine power generation devices (such as 1, 4), the storage tank and the side of the load-bearing facility The pressure buffer structure, the heavy-duty buffer device at the bottom of the reservoir, the side pressure buffer hydraulic system device 5 on the inner wall of the heavy-duty reservoir and the load-bearing facility, and the ordinary reservoir 3 (it can also be omitted, and its water storage function is set in the heavy-duty Carry the upper part of reservoir 2) etc. In the present invention, water is pumped from the fully sealed water jacket of the heavy-duty storage tank through a water turbine (reversible, or a water turbine that is separately separated from pumped storage and drainage power generation) through a water-proof hammer device, an electric valve, etc., and the heavy-duty is driven by water pressure. Upward energy storage; then, the heavy load is used to drive the hydraulic turbine to drive the generator to generate electricity, and the cycle repeats.
Description
技术领域technical field
本发明涉及多尺度储能领域,具体为一种水轮机抽排水驱动能量转化的多尺度重力储能设施与方法。The invention relates to the field of multi-scale energy storage, in particular to a multi-scale gravity energy storage facility and method for energy conversion driven by water turbine pumping and drainage.
背景技术Background technique
储能装置/设施是把能量储存起来的装置/设施,储能装置/设施通常有抽水蓄能、飞轮储能、压缩空气储能、氢气与其他合成燃料储能、电化学储能、电容器储能、热能储存、超导储能、电力系统自身储能等,其中抽水蓄能是大规模储能技术中最具优越性高效、大容量的储能技术,也是最成熟、可靠、安全、长寿命、低损耗的一种技术。比如氢气与其它合成燃料储能成本高、易燃、易爆;飞轮储能容量有限、损耗较高、能量密度不够高、自放电率高、存储时间有限;电化学储能成本高、部分存在发热问题、比本专利方案及抽水蓄能寿命短很多;压缩空气储能适合场合有限、效率低、气体压缩发热多;电容器储能损耗高、易自放电、成本高、寿命不比像抽水蓄能一样长寿的本专利方案;超导蓄能能量密度低、具有一定自放电;热储能自损耗大、场合场所局限较大;化学储能效率较低、成本较高;等等。Energy storage devices/facilities are devices/facilities that store energy. Energy storage devices/facilities usually include pumped hydro storage, flywheel energy storage, compressed air energy storage, hydrogen and other synthetic fuel energy storage, electrochemical energy storage, capacitor storage Energy storage, thermal energy storage, superconducting energy storage, power system self-storage, etc. Among them, pumped hydro storage is the most superior, high-efficiency, and large-capacity energy storage technology among large-scale energy storage technologies, and it is also the most mature, reliable, safe, and long-term energy storage technology. A technology with long life and low loss. For example, hydrogen and other synthetic fuels have high energy storage costs, are flammable, and are explosive; flywheel energy storage capacity is limited, loss is high, energy density is not high enough, self-discharge rate is high, and storage time is limited; electrochemical energy storage is expensive and partially exists Heating problem, much shorter service life than this patented solution and pumped storage; compressed air energy storage is suitable for limited occasions, low efficiency, and more heat generated by gas compression; capacitor energy storage loss is high, easy to self-discharge, high cost, and life is not as good as pumped storage The same long-lived patented solution; superconducting energy storage has low energy density and has a certain self-discharge; thermal energy storage has large self-loss and limited places; chemical energy storage has low efficiency and high cost; and so on.
本专利抽排水水轮机驱动的多尺度重力储能方式除具有上述与抽水蓄能基本一样的优点外,还是综合效率高、储能量可巨大(又还是多尺度)、机动灵活可靠、运行工况多、寿命长、转换能量快、寿命期内度电平均综合成本较低、安全、可靠、极具竞争力的储能及能量转化方式,且抽水蓄能方式其具有选址很困难,往往在偏僻郊野,且存在建设成本、拆迁安置、交通运输、架线、防渗漏、建设周期长、损耗较大等缺点,以及郊野拓荒导致建设困难,抽水蓄能也需要考虑地质条件,故本专利继承了抽水蓄能几乎所有的优点,还可以在地质条件允许的非荒野、郊野建设,这样降低了建设、施工的难度,还选址灵活,也就是说基本克服了抽水蓄能绝大部分缺点、不足之处。The multi-scale gravity energy storage method driven by the pumped drainage turbine of this patent has basically the same advantages as the pumped storage energy mentioned above, but also has high comprehensive efficiency, huge energy storage (also multi-scale), flexible and reliable maneuverability, and multiple operating conditions , long life, fast conversion of energy, low average comprehensive cost of electricity during the life span, safe, reliable, and highly competitive energy storage and energy conversion methods, and the pumped storage method is very difficult to select a site, often in remote areas In the countryside, there are disadvantages such as construction costs, demolition and resettlement, transportation, wiring, anti-leakage, long construction period, and large losses, as well as the difficulty of construction due to rural development, and geological conditions must also be considered for pumped storage, so this patent inherits In addition to almost all the advantages of pumped storage, it can also be built in non-wilderness and suburbs where geological conditions permit, which reduces the difficulty of construction and construction, and also allows flexible site selection, which means that it basically overcomes most of the shortcomings of pumped storage. Inadequacies.
而其它各种储能方式各有各的优点,但基本没有达到抽水蓄能的综合性能、综合效益、综合竞争力,而本多尺度重力储能设施除基本兼顾了抽水蓄能优点及基本克服了其缺点外,本抽排水重力多尺度储能设置还可以兼顾超大规模、大规模、中等规模、小规模储能等多尺度储能方式,还基本可以做到泄露损耗极低,甚至无泄漏。While other various energy storage methods have their own advantages, but basically fail to achieve the comprehensive performance, comprehensive benefits, and comprehensive competitiveness of pumped storage. However, this multi-scale gravity energy storage facility basically takes into account the advantages of pumped storage In addition to its shortcomings, the pumping and drainage gravity multi-scale energy storage setting can also take into account multi-scale energy storage methods such as ultra-large-scale, large-scale, medium-scale, and small-scale energy storage, and can basically achieve extremely low leakage losses, or even no leakage .
发明内容Contents of the invention
针对现有技术的不足,本发明提供了一种水轮机抽排水驱动能量转化的多尺度重力储能设施与方法,以解决上述背景技术中提出的问题。Aiming at the deficiencies of the prior art, the present invention provides a multi-scale gravity energy storage facility and method for energy conversion driven by water turbine pumping and drainage, so as to solve the problems raised in the above-mentioned background technology.
为实现以上目的,本发明通过以下技术方案予以实现:一种水轮机抽排水驱动能量转化的多尺度重力储能设施,包括岩石、砂石或矿石(包括且不限于密度较大的较难经济利用的贫铁矿石、贫铜矿石、贫铅锌矿石、锰矿石等石头等)或土壤、泥土(当使用土壤和泥土时重载蓄水池2上面需要加封盖密封结构)、及高密度的复合、杂合物质的重力蓄能设施,所述设施包括重载或超重载物质、本重物质或超重物质坚固容器、容器外壳、防重载倾斜磕碰的容器侧面外层通过水或其它液体作用的多个封闭分隔结构(封闭液体起缓冲作用,包括耐磨密耐老化耐损坏封条、抵板、弹簧、检修便利结构等)、承重底板、承重底板凸台等。重载降落后在底部的水压(液压)缓冲装置组成有:底部凸台侧向框形防磕碰增大且降高式封水(封液)环、底部凸台内封水(封液)分隔框、分隔框内密封条、分隔框内密封条抵板、抵板弹簧、底部弹簧下缓冲垫板等。In order to achieve the above purpose, the present invention is achieved through the following technical solutions: a multi-scale gravity energy storage facility for water turbine pumping and drainage driving energy conversion, including rocks, sandstones or ores (including but not limited to those with higher density that are difficult to use economically) iron ore, copper ore, lead-zinc ore, manganese ore, etc.) or soil, soil (when soil and soil are used, the top of the heavy-duty reservoir 2 needs to be covered and sealed), and high-density The gravitational energy storage facilities of composite and hybrid materials, said facilities include heavy-duty or super-heavy-duty materials, solid containers of heavy-duty or super-heavy materials, container shells, container side outer layers that can prevent heavy-duty tilting and bumping through water or other Multiple closed partition structures with liquid action (the closed liquid acts as a buffer, including wear-resistant, dense, aging-resistant and damage-resistant seals, back plates, springs, convenient maintenance structures, etc.), load-bearing bottom plate, load-bearing bottom plate bosses, etc. The water pressure (hydraulic) buffer device at the bottom after the heavy load is dropped is composed of: the bottom boss has a lateral frame-shaped anti-collision enlarged and lowered water sealing (sealing liquid) ring, and the bottom boss inner sealing water (sealing liquid) Partition frame, sealing strip inside partition frame, backing plate of sealing strip inside partition frame, backing plate spring, cushion plate under bottom spring, etc.
整个水轮机抽排水驱动能量转化的多尺度重力储能设施由承受重载的蓄水池2、可逆式水轮机1、蓄水池3、可逆式水轮机4及承受重载的蓄水池2 均分液体压力的侧面的液压系统5组成。The multi-scale gravitational energy storage facility for energy conversion driven by pumping and drainage of the entire hydraulic turbine consists of a heavy-duty reservoir 2, a reversible hydraulic turbine 1, a reservoir 3, a reversible hydraulic turbine 4, and a heavy-loaded reservoir 2. The hydraulic system consists of 5 pressure sides.
进一步地,承受重载的蓄水池2依次经防水锤装置及电动阀门后与可逆式水轮机1(或水轮机1,本文均与此相同)固定连接。Further, the heavy-loaded storage tank 2 is fixedly connected to the reversible water turbine 1 (or water turbine 1, which are the same herein) through the anti-hammer device and the electric valve in sequence.
进一步地,可逆式水轮机1(或水轮机1,本文均与此相同)经电动阀门与蓄水池3底部或下部通过管道固定连通;Further, the reversible water turbine 1 (or water turbine 1, which is the same herein) is fixedly communicated with the bottom or lower part of the reservoir 3 through a pipeline through an electric valve;
进一步地,蓄水池3经电动阀门通过管道与可逆式水轮机4(或水轮机4,本文均与此相同)固定连通。Further, the reservoir 3 is fixedly communicated with the reversible water turbine 4 (or the water turbine 4, all of which are the same herein) through a pipeline through an electric valve.
进一步地,可逆式水轮机4(或水轮机4,本文均与此相同)依次经电动阀门、防水锤装置通过管道与承接重载的蓄水池2固定连通。Further, the reversible water turbine 4 (or water turbine 4, which is the same herein) is in fixed communication with the heavy-loaded water storage tank 2 through pipelines through electric valves and anti-hammer devices in turn.
液压系统由水箱、电动阀门、过滤器、双向变量液压泵、单向阀、溢流阀、电磁换向阀、压力计(压力指示器)、蓄能器、压力继电器等组成。The hydraulic system consists of water tank, electric valve, filter, two-way variable hydraulic pump, check valve, overflow valve, electromagnetic reversing valve, pressure gauge (pressure indicator), accumulator, pressure relay, etc.
进一步地,水箱和电动阀门固定连接;Further, the water tank is fixedly connected with the electric valve;
进一步地,电动阀门和过滤器固定连接;Further, the electric valve is fixedly connected with the filter;
进一步地,过滤器与双向变量液压泵连接;Further, the filter is connected with a two-way variable hydraulic pump;
进一步地,双向变量液压泵一条分支与单向阀固定连接,另一分支依次与溢流阀、水箱固定连接Furthermore, one branch of the two-way variable hydraulic pump is fixedly connected to the one-way valve, and the other branch is fixedly connected to the overflow valve and the water tank in turn.
进一步地,单向阀与电磁换向阀固定连接;Further, the one-way valve is fixedly connected with the electromagnetic reversing valve;
进一步地,电磁换向阀依次与压力计(压力指示器)、蓄能器和两个压力继电器固定连接;Further, the electromagnetic reversing valve is fixedly connected with the pressure gauge (pressure indicator), the accumulator and two pressure relays in sequence;
进一步地,经一个压力继电器再与承受侧向水(液)压力的蓄水池2(承受重载的蓄水池)的侧面分压分隔单元固定连接。Further, it is fixedly connected to the side pressure dividing separation unit of the reservoir 2 (reservoir bearing heavy load) that bears lateral water (hydraulic) pressure via a pressure switch.
一种水轮机抽排水驱动能量转化的多尺度重力储能的方法,使用一种重力势能与电能互相转化的装置,步骤如下:A multi-scale gravitational energy storage method for water turbine pumping and drainage driving energy conversion, using a device for mutual conversion of gravitational potential energy and electric energy, the steps are as follows:
S1、重载与蓄水池2侧面供水液压系统5向该处封水(液)分隔空间供水供压(以防止重载倾斜靠向一侧成为点线接触,实现重载倾斜时为通过侧面水压的面接触);S1. Heavy load and side water supply hydraulic system 5 of reservoir 2 supply water and pressure to the sealed water (liquid) separation space (to prevent the heavy load from tilting to one side to become point-line contact, and to realize the heavy load tilting through the side water pressure surface contact);
S2、蓄水池2的重载上升,从而重载势能增加阶段:可逆水轮机从电网获取电能以启动可逆水轮机并向承重蓄水池2输水,蓄水池2下部水(液)量增加,水(液)压力增大,重载上升;S2. The heavy load of the storage tank 2 rises, so that the heavy load potential energy increases: the reversible water turbine obtains electric energy from the power grid to start the reversible water turbine and deliver water to the load-bearing storage tank 2, and the water (liquid) volume in the lower part of the storage tank 2 increases. The water (liquid) pressure increases, and the heavy load rises;
S3、重载上升途中可以随时停止,或重载达到最大升程时行程挡块触动行程开关281(为保险使用多个行程挡块及行程开关,行程开关在可逆水轮机启闭电路中串联以实现多重保险),以实现重载停止上行;S3, the heavy load can stop at any time on the way up, or the travel stopper touches the
S4、重载某一侧上部可能在上升前已经靠住蓄水池2的同侧上部,或者重载某侧上部在可逆水轮机向蓄水池2输水过程中靠向同侧蓄水池上部,同时重载同侧下部与蓄水池2远离,则重载在靠向蓄水池2,则侧面水(液)压力增大超过该处压力继电器设定值,则其中一个压力继电器触发,双向变量液压泵就向蓄水池2前述侧面封闭空腔供给水量(液体)以增大压力到压力继电器设定的压力,从而使蓄水池2的该侧面在空腔立面内受力均匀、不磕碰;S4. The upper part of a certain side of the heavy load may have leaned against the upper part of the same side of the reservoir 2 before rising, or the upper part of a certain side of the heavy load leaned against the upper part of the same side of the reservoir during the process of water delivery from the reversible turbine to the reservoir 2 At the same time, the lower part on the same side of the heavy load is far away from the reservoir 2, and the heavy load is close to the reservoir 2, and the water (liquid) pressure on the side increases beyond the set value of the pressure relay, and one of the pressure relays is triggered. The two-way variable hydraulic pump supplies water (liquid) to the closed cavity on the front side of the reservoir 2 to increase the pressure to the pressure set by the pressure switch, so that the side of the reservoir 2 is evenly stressed in the cavity elevation , do not bump;
S5、当蓄能停止时,可逆式水轮机(一个或多个,本文均同)停止及制动,然后关闭水轮机与蓄水池2之间的电动阀门,管道中的多个防水锤装置起作用以防流体液压冲击;S5. When the energy storage stops, the reversible water turbine (one or more, all the same in this paper) stops and brakes, and then closes the electric valve between the water turbine and the storage tank 2, and multiple anti-hammer devices in the pipeline work To prevent fluid hydraulic impact;
S6、当需蓄能后重载的重力势能转化为电能时,打开可逆式水轮机的专用电动阀门,启动可逆式水轮机(一个或多个,本文均同)发电,水轮机把水(流体液体)排入蓄水池3。S6. When the gravitational potential energy of the heavy load after energy storage is required to be converted into electric energy, open the special electric valve of the reversible water turbine, start the reversible water turbine (one or more, the same for this article) to generate electricity, and the water turbine discharges water (fluid liquid) into the reservoir 3.
S7、可逆式水轮机带动发电机发电,同时向电网供电;S7. The reversible water turbine drives the generator to generate electricity, and at the same time supplies power to the grid;
S8、当蓄水池3中的水量(流体)因蒸发或损失、减少时,就打开此对应电动阀门,启动补水双向液压泵对蓄水池3补水。S8. When the amount of water (fluid) in the reservoir 3 is evaporated or lost or reduced, the corresponding electric valve is opened, and the bidirectional hydraulic pump for replenishing water is started to supplement water to the reservoir 3 .
本发明具备以下有益效果:The present invention has the following beneficial effects:
(1)通过利用电网电能驱动可逆式水轮机(一个或多个,本文均同)从蓄水池3抽水泵入蓄水池2下部,蓄水池2上部的重载在可逆式水轮机泵入的水(流体)压力下沿蓄水池2内壁上升,则多尺度电能(可以为超巨量、巨量、大量、中规模、小规模的电能)转化为重载的多尺度势能(可以为超巨量、巨量、大量、中规模、小规模的重载势能,不过需要考虑地质安全等安全情况、安全条件等)。 (1) Drive reversible water turbines (one or more, all the same herein) by using the electric energy of the power grid to pump water from the reservoir 3 into the lower part of the reservoir 2, and the heavy load on the upper part of the reservoir 2 is pumped by the reversible turbines Water (fluid) rises along the inner wall of the reservoir 2 under the pressure, and then multi-scale electric energy (can be ultra-massive, huge, large, medium-scale, small-scale electric energy) is converted into heavy-duty multi-scale potential energy (can be super Massive, huge, large, medium-scale, and small-scale heavy-duty potential energy, but safety conditions such as geological safety and safety conditions need to be considered).
(2)通过利用了重载的压力加载在蓄水池2中的流体(水)上,增大了流体(水)的压力,激增的水压力把其中产生的动力推动可逆式水轮机转动,从而发电。 (2) By utilizing the heavy load pressure to load the fluid (water) in the reservoir 2, the pressure of the fluid (water) is increased, and the surge of water pressure pushes the power generated therein to rotate the reversible water turbine, thereby generate electricity.
(3)为重载与蓄水池2立面侧壁间分隔的空腔供给水量(液体)的供水(液体)液压系统5可以为此分隔空腔提供含压水量(液体),以防止重载在水轮机泵入水量而上升时重载与蓄水池2发生点线状磕碰,使重载外立壁与蓄水池2内立壁受压均布、均匀; (3) The water supply (liquid) hydraulic system 5 for supplying water (liquid) to the cavity separated between the heavy load and the 2 facade side walls of the reservoir can provide pressurized water (liquid) for this separated cavity to prevent heavy load When the load is pumped into the water turbine and rises, the heavy load collides with the reservoir 2 in a point-line shape, so that the pressure on the outer vertical wall of the heavy load and the inner vertical wall of the reservoir 2 is evenly distributed and uniform;
(4)对重载外立壁与蓄水池2内立壁间空腔加以分隔,并使用密封条分隔此间隙(形成分隔空腔),以及用弹簧、抵块(顶块)顶紧以防泄漏,从而有助于重载外立壁与蓄水池2内立壁受压均布、均匀; (4) Separate the cavity between the heavy-duty outer vertical wall and the inner vertical wall of the reservoir 2, and use a sealing strip to separate the gap (forming a separation cavity), and use a spring and a block (top block) to tighten it to prevent leakage , so as to help the heavy-duty outer vertical wall and the inner vertical wall of the reservoir 2 to be uniformly and evenly compressed;
(5)蓄水池2检修期间需要在重载落下接触到蓄水池2底部,即此时蓄水池2底部凸台支撑重载,此时需要对重载承载设施容器底座与蓄水池2底部凸台压力进行均布、匀化,方案是:需要对蓄水池2底部凸台分隔成格状或条状,分隔区间内分割有分隔空腔,分隔空腔内存水(存液),由分隔空腔内的水(液体)使凸台平面均匀支撑重载,以保护蓄水池2的底部凸台,蓄水池2底部凸台外圈环形框比重载容器下凸台大一些,并使其高度低于蓄水池2底部凸台内分隔腔中的分隔密封条高度,以避免重载容器下凸台与其相磕碰,分隔密封条由抵块(顶块)和弹簧向上顶住。 (5) During the maintenance of the reservoir 2, it is necessary to touch the bottom of the reservoir 2 when the heavy load falls, that is, at this time, the boss at the bottom of the reservoir 2 supports the heavy load. 2. The pressure on the bosses at the bottom is evenly distributed and homogenized. The plan is: the bosses at the bottom of the reservoir 2 need to be separated into grids or strips, and there are partitioned cavities in the partitions, and water (storage) in the partitioned cavities , the water (liquid) in the separation cavity makes the boss plane evenly support the heavy load, so as to protect the bottom boss of the reservoir 2, the ring frame of the outer ring of the boss at the bottom of the reservoir 2 is larger than the lower boss of the heavy-duty container, And make its height lower than the height of the separation sealing strip in the separation cavity in the boss at the bottom of the reservoir 2, so as to avoid bumping against the lower boss of the heavy-duty container, and the separation sealing strip is upwardly supported by the block (top block) and the spring .
(5)由于本设施高度较高,故增设并联连接的避雷针一体系统。 (5) Due to the high height of the facility, an integrated system of lightning rods connected in parallel is added.
(6)对没有重载加载的蓄水池3增加额外补水双向变量液压泵和梯子,蓄水池3顶部加设升降机等。 (6) Add additional water replenishment bidirectional variable hydraulic pump and ladder to the storage tank 3 without heavy load, and add a lift on the top of the storage tank 3, etc.
以上设计保证该多尺度储能设施可以安全、可靠、长期、高效率、高效益进行大循环次数的重复使用。The above design ensures that the multi-scale energy storage facility can be reused for a large number of cycles in a safe, reliable, long-term, high-efficiency, and high-benefit manner.
附图说明Description of drawings
图1为本发明一种水轮机抽排水驱动能量转化的多尺度重力储能设施与方法示意图;1 is a schematic diagram of a multi-scale gravity energy storage facility and method for energy conversion driven by water turbine pumping and drainage according to the present invention;
图2为本发明图1中重载蓄水池2结构示意图;Fig. 2 is a schematic structural view of the heavy-duty reservoir 2 in Fig. 1 of the present invention;
图3为本发明图2中重载蓄水池2下部局部放大结构示意图;Fig. 3 is a partial enlarged structural schematic diagram of the lower part of the heavy-duty reservoir 2 in Fig. 2 of the present invention;
图4为本发明中重载蓄水池2的检测入口门及相关结构示意图;Fig. 4 is a schematic diagram of the detection entrance door and related structures of the heavy-duty reservoir 2 in the present invention;
图5为本发明中重载与蓄水池2侧面间空隙分隔腔的防磕碰液压系统。Fig. 5 is the anti-collision hydraulic system of the cavity separated by the space between the heavy load and the side of the reservoir 2 in the present invention.
图6为本发明中重载容器外壁兼密封装置检修更换用结构部件219(例举四种变型:219(A)、219(B)、219(C)和219(D),但不限于这四种)及密封装置放大图。Fig. 6 is the
图1中:1、水轮机;2、重载蓄水池;3、普通蓄水池;4、水轮机;5、重载与蓄水池2侧面间空隙分隔腔的防磕碰液压系统;In Fig. 1: 1, water turbine; 2, heavy-duty storage tank; 3, common storage tank; 4, water turbine; 5, anti-collision hydraulic system of the space separating cavity between heavy-duty and storage tank 2 sides;
图2中:210、重载蓄水池2检修入口门及门提升装置;211、电动阀门; 212、防水锤装置;213、重载蓄水池池壁加强结构;214(多个,如214-1和 214-2)、感知重载容器外立面的重载容器外壁兼密封装置检修更换用结构部件219正对点(在214指示点正对在219部件的正对处安装从重载容器的顶上到底下立式条状的距离位置被感应器)与重载容器耐磨耐损衬壁218对应点的距离的距离位置传感器安装点;215、耐磨耐损耐老化密封条;216、弹簧抵块;217、弹簧;218、重载容器耐磨耐损衬壁;219、重载容器外壁兼密封装置检修更换用结构部件;220、重载;221、重载容器内壁;222、重载容器密封挡壁兼重载容器加强壁;223、避雷装置;224、液压管;225、电动阀门;226防水锤装置;227、重载容器底部凸台;228、重载水池底部均载用液压缓冲分格组件;Among Fig. 2: 210, heavy-duty storage tank 2 overhaul entrance door and door lifting device; 211, electric valve; 212, anti-hammer device; 213, heavy-duty storage tank wall reinforcement structure; -1 and 214-2 ), the heavy-duty container outer wall of the heavy-duty container exterior facade and the sealing device maintenance and replacement
图3中:229、重载水池底部均载用液压缓冲分格密封条;230、均载用缓冲分格弹簧抵块;231、弹簧;232、重载容器封液水套拉索;233、重载容器封液用可叠合式水套;234、重载水池基座;235、重载水池加强底座;236、重载底座液体分隔腔;237、重载底座密封条抵块安装板;238、重载底座均载缓冲板;239重载底座均载承压板;Among Fig. 3: 229, the bottom of the heavy-duty pool is equipped with a hydraulic buffer grid seal strip; 230, the buffer grid spring is used to block the load; 231, the spring; 232, the heavy-duty container sealing liquid water sleeve cable; 233, Superimposed water jacket for sealing liquid of heavy-duty container; 234. Base of heavy-duty pool; 235. Reinforced base of heavy-duty pool; 236. Liquid separation chamber of heavy-duty base; , The heavy-duty base is evenly loaded with a buffer plate; the 239 heavy-duty base is evenly loaded with a pressure plate;
图4中:210-1、重载水池检修入口门的提升装置;210-2、检修入口门密封主结构门框;210-4、检修入口门密封条;210-5、检修入口门;In Fig. 4: 210-1, the lifting device of the maintenance entrance door of the heavy-duty pool; 210-2, the main structure door frame of the maintenance entrance door; 210-4, the sealing strip of the maintenance entrance door; 210-5, the maintenance entrance door;
图5中:501、水箱;502、电动阀门;503、过滤器;504、双向可逆式液压泵;505、单向阀;506、电动换向阀;507、指示器或液压计;508、蓄能器;509、第一压力继电器(低压压力继电器);510、第二压力继电器(高压压力继电器);511、溢流阀;512、采集重载容器外立面的重载容器外壁兼密封装置检修更换用结构部件219正对点与重载容器耐磨耐损衬壁218对 应点的距离的距离位置传感继电器,即从214(多个,如214-1和214-2:通过在成对出现的从重载容器的顶上到底下立式条状的被感应器与可以为各种形式的传感器214-1(A)和214-1 (B)、214-2(A)和214-2(B)间的作用采集距离并处理后应用到的距离位置传感继电器; Among Fig. 5: 501, water tank; 502, electric valve; 503, filter; 504, two-way reversible hydraulic pump; 505, check valve; 506, electric reversing valve; 507, indicator or hydraulic gauge; 509, the first pressure relay (low-voltage pressure relay); 510, the second pressure relay (high-pressure pressure relay); 511, overflow valve; 512, the outer wall of the heavy-duty container and the sealing device for collecting the outer facade of the heavy-duty container The distance position sensing relay of the distance between the point facing the
图6中:219-1为沉头螺栓孔、219-2为短销孔,219-3为吊装用螺孔。Among Fig. 6: 219-1 is the countersunk bolt hole, 219-2 is the short pin hole, and 219-3 is the screw hole for hoisting.
具体实施方式detailed description
下面本文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、方法进行清楚、完整地描述,显然,所描述的实施案例仅仅是本发明一部分实施案例,而不是全部的实施案例,其它未列出的相关的、相变通的、相改变的实施案例也包含在本发明专利权属中。In the following, this paper will clearly and completely describe the technical solutions and methods in the embodiments of the present invention in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of them. Cases, other unlisted related, phase-modified, and phase-changed implementation cases are also included in the patent rights of the present invention.
所述实施案例的示例在附图中示出,其中自始至终相同的或类似的标号表示相同的或类似的元件或者具有相同的或类似的功能元件。下面通过参考附图描述的实施案例是示例性的,旨在用于解释本发明,而不能理解为对本发明的限制。Examples of such embodiments are shown in the drawings, wherein like or similar reference numerals designate like or similar elements or have like or similar functional elements throughout. The embodiments described below by referring to the figures are exemplary and are intended to explain the present invention, and should not be construed as limiting the present invention.
请参阅图1,本发明提供一种技术方案:一种水轮机抽排水驱动能量转化的多尺度重力储能设施与方法,包括一台或多台排水发电装置1(可逆式或抽排成对出现的常规式水轮机1和4)、抽水储能装置重载蓄水池系统2、普通蓄水池3、蓄水池内壁与载重设施的侧面缓冲液压系统装置5。Referring to Fig. 1, the present invention provides a technical solution: a multi-scale gravity energy storage facility and method for water turbine pumping and drainage driving energy conversion, including one or more drainage power generation devices 1 (reversible or pumping and discharging in pairs) Conventional water turbines 1 and 4), pumped energy storage device heavy-duty reservoir system 2, common reservoir 3, reservoir inner wall and side buffer hydraulic system device 5 of load-bearing facilities.
其中抽水储能装置重载蓄水池系统2,请参阅图2:Among them, the heavy-duty storage tank system 2 of the pumped water storage device, please refer to Figure 2:
抽水储能装置重载蓄水池系统2,包括:Heavy-duty storage tank system 2 for pumped energy storage device, including:
重载蓄水池2检修入口门及门提升装置210位于在重载蓄水池正面外部靠基座处;电动阀门211连接防水锤装置212;防水锤装置212再通过管道连接到重载蓄水池池底部或下部;重载蓄水池池壁加强结构213与重载容器耐磨耐损衬壁218固结;在重载容器外立面的重载容器外壁兼密封装置检修更换用结构部件219相对点(如图2所示214-1和214-2所指正对在219部件上之处)安装从重载容器的顶上到底下立式条状的被感应器(距离位置被感 应器)214(A)(多个,如214-1(A)和214-2(A)),同时在重载容器耐磨耐损衬壁218相对点(如图2所示)安装传感器(距离位置传感器)214(B)(多个,如214-1(B)和214-2(B));耐磨耐损耐老化密封条215紧固再弹簧抵块216上;弹簧抵块216被弹簧217顶紧,耐磨耐损耐老化密封条215 压紧在重载容器耐磨耐损衬壁218上;耐磨耐损耐老化密封条215、弹簧抵块 216及弹簧217安装在重载容器外壁兼密封装置检修更换用的结构部件219 上;重载容器外壁兼密封装置检修更换用的结构部件219与重载容器密封挡壁兼重载容器的加强壁222压紧连结;重载容器内壁221内承载重载220;避雷装置223安装在重载蓄水池顶部;液压系统5通过多根液压管(如液压管 224)与蓄水池内壁与载重设施的侧面缓冲液压系统装置5连接;电动阀门225 连接防水锤装置226;防水锤装置226再通过管道连接到重载蓄水池池底部或下部;重载容器底部凸台227通过液压(水压)作用在重载水池底部均载用液压缓冲分格组件228及重载水池其它部位;281、重载及其容器上止点行程开关;The heavy-duty storage tank 2 inspection entrance door and door lifting device 210 are located on the outside of the front of the heavy-duty storage tank near the base; the electric valve 211 is connected to the anti-hammer device 212; the anti-hammer device 212 is connected to the heavy-duty storage tank through pipelines The bottom or lower part of the pool; the reinforcement structure 213 of the heavy-duty reservoir wall is consolidated with the wear-resistant and wear-resistant lining wall 218 of the heavy-duty container; the outer wall of the heavy-duty container and the structural component for the maintenance and replacement of the sealing device on the outer facade of the heavy-duty container 219 relative points (as shown in Figure 2, 214-1 and 214-2 point to the place on the 219 parts) are installed from the top of the heavy-duty container to the bottom of the vertical strip-shaped sensed sensor (distance position is sensed ) device) 214(A) (multiple, such as 214-1(A) and 214-2(A)), and at the same time at the opposite point of the wear-resistant and wear-resistant lining wall 218 of the heavy-duty container (as shown in Figure 2) the sensor is installed ( Distance position sensor) 214 (B) (multiple, such as 214-1 (B) and 214-2 (B)); Abrasion-resistant, wear-resistant and aging-resistant sealing strip 215 is fastened on spring block 216; spring block 216 Tightened by the spring 217, the wear-resistant, wear-resistant and aging-resistant sealing strip 215 is pressed tightly on the wear-resistant and wear-resistant lining wall 218 of the heavy-duty container; The outer wall of the container and the structural part 219 for maintenance and replacement of the sealing device; the structural part 219 for the maintenance and replacement of the outer wall of the heavy-duty container and the sealing device is tightly connected with the sealing wall of the heavy-duty container and the reinforcement wall 222 of the heavy-duty container; The container inner wall 221 carries a heavy load 220; the lightning protection device 223 is installed on the top of the heavy-duty reservoir; the hydraulic system 5 buffers the hydraulic system device 5 through multiple hydraulic pipes (such as hydraulic pipes 224) and the inner wall of the reservoir and the side of the load-bearing facility. connection; the
优选地,普通蓄水池3的另一种设计方案为设计在重载蓄水池2的上部空出来的位置,即重载蓄水池2中下部的水通过管道、防水锤装置及水轮机连接到重载蓄水池2的上面空出来的部位;Preferably, another design scheme of the common storage tank 3 is to design an empty position on the upper part of the heavy-duty storage tank 2, that is, the water in the middle and lower parts of the heavy-duty storage tank 2 is connected through pipelines, anti-hammer devices and water turbines. To the vacated position above the heavy-duty reservoir 2;
重载蓄水池2下部局部放大结构示意图,请参阅图3:Please refer to Figure 3 for a partial enlarged structural schematic diagram of the lower part of the heavy-duty reservoir 2:
重载水池底部均载用液压缓冲分格组件228包括:重载水池底部均载用液压缓冲分格密封条229、均载用缓冲分格弹簧抵块230、弹簧231、重载底座液体分隔腔236、重载底座密封条抵块安装板237、重载底座均载缓冲板238 与重载底座均载承压板239等部件;The hydraulic
重载水池底部均载用液压缓冲分格密封条229紧固在均载用缓冲分格弹簧抵块230上;The hydraulic buffer
优选地,弹簧231压紧均载用缓冲分格弹簧抵块230;Preferably, the
优选地,重载水池加强底座235与重载水池基座234固连;Preferably, the heavy-duty
优选地,重载水池底部均载用液压缓冲分格密封条229与均载用缓冲分格弹簧抵块230及重载底座密封条抵块安装板237三者构成重载底座液体分隔腔236;Preferably, the hydraulic buffer
优选地,重载水池加强底座235、重载水池基座234、重载底座密封条抵块安装板237、重载底座均载缓冲板238与重载底座均载承压板239五者固连在一起;Preferably, the heavy-duty
优选地,重载容器封液水套拉索232用于拉动重载容器封液用可叠合式水套233随重载容器上下滑动;Preferably, the heavy-duty container liquid sealing
优选地,重载容器外壁兼密封装置检修更换用结构部件219经沉头螺栓孔219-1通过螺栓连接到重载容器密封挡壁兼重载容器加强壁222;Preferably, the outer wall of the heavy-duty container and the
优选地,重载容器下部连接有防重载容器啃咬重载蓄水池2内的水套角状物装置286;Preferably, the lower part of the heavy-duty container is connected with a water
重载蓄水池2的检测入口门及相关结构210示意图,请参阅图4:Please refer to FIG. 4 for a schematic diagram of the detection entrance door and
优选地,检修入口门210-5置于检修入口门密封主结构门框210-2内,并用检修入口门密封条210-4密封;Preferably, the maintenance entrance door 210-5 is placed in the maintenance entrance door sealing main structure door frame 210-2, and is sealed with the maintenance entrance door sealing strip 210-4;
优选地,用挂钩或钢索把检修入口门210-5与重载水池检修入口门的提升装置210-1相连接或铰接;检修入口门密封条210-4采用角形或T形与重载蓄水池相密封;Preferably, the maintenance entrance door 210-5 is connected or hinged to the lifting device 210-1 of the heavy-duty pool maintenance entrance door with a hook or a steel cable; The pool is sealed;
重载与蓄水池2侧面间空隙分隔腔的防磕碰液压系统,请参阅图5:Please refer to Figure 5 for the anti-collision hydraulic system of the space between the heavy load and the side of the reservoir 2:
图5中,电动阀门502通过液压管道与水箱501连接;电动阀门502通过液压管道与过滤器503连接;过滤器503通过液压管道与双向可逆式液压泵504相连接;双向可逆式液压泵504通过液压管道与单向阀505及溢流阀 511连接;单向阀505通过液压管道与电动换向阀506连接;电动换向阀506 通过液压管道与指示器或液压计507相连接;指示器或液压计507通过液压管道与蓄能器508相连接;通过液压管道与蓄能器508再依次与第一压力继电器(低压压力继电器)509、距离位置传感继电器512及第二压力继电器(高压压力继电器)510相连接;第二压力继电器(高压压力继电器)510再通过液压管道连接到重载蓄水池2侧边空腔;在重载容器外立面的重载容器外壁兼密封装置检修更换用结构部件219上的对应 点安装从重载容器顶上到底下的立式长条状距离位置被感应器,同时,与距离位置被感应器成对地,在重载容器耐磨耐损衬壁218上的对应点安装检测距离的距离位置传感器,即在214指示的位置安装多个距离位置传感器(如,214-1(B)和214-2(B))及其指示正对在219部件正对位置上安装多个距离位置被感应器(如214-1 (A)和214-2(A))(,如214-1和214-2:成对出现的被感应器与传感器214-1 (A)和214-1(B)、214-2(A)和214-2(B),且每个重载容器侧面立壁的防磕碰的盛满液体的空腔两侧都连接有被感应器与传感器,且每个这个空腔均可连接一套液压系统5进行程控调节重载容器外侧面与蓄水池2内侧面的间距距离和此空腔内的液体压力,本发明专利只例举了一种简化画法的图例,即图1,而其它变型设计也应当包含在本发明权属当中);In Fig. 5,
优选地,另一种取消均分液体压力的侧面的液压系统5的方案:设计、建造重载容器时使重载容器与重载蓄水池2之间为极小间隙配合,且两者配合面的平面度极好,以及其各相配合平面为严格铅锤面,而且要使重载容器内的各相关载荷基本均布,且重心基本位于重载容器的俯视图的中心位置;Preferably, another solution for canceling the side hydraulic system 5 that equally distributes the liquid pressure: when designing and constructing the heavy-duty container, make the heavy-duty container and the heavy-duty reservoir 2 fit with a very small gap, and the two cooperate The flatness of the surface is excellent, and the matching planes of each phase are strictly plumb surfaces, and the relevant loads in the heavy-duty container are basically evenly distributed, and the center of gravity is basically located at the center of the top view of the heavy-duty container;
优选地,位置距离被感应器及距离位置传感器可以为钢铁质等金属材料与电磁感应装置的配合传感装置,但本专利权属中不限于这一种情况;Preferably, the position distance sensor and the distance position sensor can be metal materials such as steel and electromagnetic induction devices, but this patent is not limited to this case;
重载容器外壁兼密封装置检修更换用的结构部件219,参阅图2及图6,可知:The
优选一,219(A)中通过螺栓经沉头螺栓孔219-1与重载容器密封挡壁兼重载容器的加强壁222相连接;Preferably, 219 (A) is connected with the sealing wall of the heavy-duty container and the
或者优选二,219(B)中通过螺栓经沉头螺栓孔219-1、短销孔219-2(极短,因为方便检修、拆装等,检修、拆装时切记不能遗忘了这个短销)与重载容器密封挡壁兼重载容器的加强壁222相连接;Or preferably two, in 219 (B), through the bolt through the countersunk bolt hole 219-1, the short pin hole 219-2 (very short, because it is convenient for maintenance, disassembly, etc., remember not to forget this short pin during maintenance and disassembly. ) is connected with the sealing wall of the heavy-duty container and the
或者优选三和优选四,219(C)、219(D)和219(A)类似,另外设计 219(A)、219(B)、219(C)和219(D)中219-1螺栓孔长度时,要在吊出部件219前能把螺栓取出(为便于阅读,本文没有按比例绘图),以便再吊出部件219。Or preferred three and preferred four, 219 (C), 219 (D) and 219 (A) are similar, additionally design 219-1 bolt holes in 219 (A), 219 (B), 219 (C) and 219 (D) During length, bolt can be taken out (for ease of reading, this paper is not drawn to scale) before hanging out
优选地,另一种安装重载容器外壁兼密封装置检修更换用结构部件219 (例举四种变型:219(A)、219(B)、219(C)和219(D),但不限于这四种)及密封装置(包括215、耐磨耐损耐老化密封条;216、弹簧抵块;217、弹簧,等等)的方法是固定连接在重载容器耐磨耐损衬壁218上,而重载容器表面为耐磨减摩的光面;Preferably, another
一种水轮机抽排水驱动能量转化的多尺度重力储能设施与方法A multi-scale gravity energy storage facility and method for energy conversion driven by hydraulic turbine pumping and drainage
使用一种能多尺度储存能量的重力储能装置,是可以做成储存超巨量、巨量、大量、中等规模、小规模等多尺度能量储存设施的装置(不过需要考虑地质安全等安全情况、安全条件等),步骤如下:Using a gravitational energy storage device that can store energy on multiple scales is a device that can store multi-scale energy storage facilities such as ultra-massive, huge, large, medium-scale, and small-scale (however, safety conditions such as geological safety need to be considered , security conditions, etc.), the steps are as follows:
一、简述:1. Brief description:
调整重载在蓄水池2中正立体位阶段:在水轮机抽水到一定时通过调控重载容器外侧面位置的行程开关触碰触发及通过距离位置传感器、距离位置传感继电器及压力传感器、压力继电器的程序化工作协调下,用于调节重载容器外立壁219与蓄水池2重载容器耐磨耐损衬壁218间压力与距离的液压系统工作以调整重载在蓄水池2中正立体位;Adjust the positive stereoscopic position of the heavy load in the reservoir 2: when the turbine pumps water to a certain level, touch the trigger switch on the outer side of the heavy load container and pass the distance position sensor, distance position sensing relay, pressure sensor, and pressure relay Under the coordination of programmed work, the hydraulic system for adjusting the pressure and distance between the outer
在储能阶段:防漏水的电动阀门打开,电网输送来的电能驱动水轮机从普通蓄水池3抽水(以“水”泛指液体,以下及以上简称为“水”,本发明权属也同时指液体),则重载蓄水池2内的水(液体)增加,重载则上升,风能、水能等产生的机械能或电能转化为重载的势能,此为储能阶段;In the energy storage stage: the leak-proof electric valve is opened, and the electric energy delivered by the power grid drives the water turbine to pump water from the ordinary reservoir 3 ("water" generally refers to liquid, which is referred to as "water" below and above, and the ownership of the present invention is also at the same time refers to liquid ), then the water (liquid) in the heavy-load reservoir 2 increases, and the heavy-load then rises, and the mechanical energy or electric energy that wind energy, water energy, etc. produce are converted into heavy-load potential energy, and this is the energy storage stage;
在停止储能阶段:当驱动水轮机的电能停止输送供应,则储能停止,当重载的上端点上升到重载蓄水池2的顶点时,重载的上端点触发安装在重载蓄水池2顶点的行程开关281(为确保安全,应设置多个串联的行程开关),触发行程开关281后,则用于驱动水轮机的电能停供,这时防漏水的电动阀门关闭,进一步防止漏水,这个过程为停止储能阶段;In the stage of stopping the energy storage: when the electric energy driving the water turbine stops delivering and supplying, the energy storage stops. The
在释能(释放势能)发电阶段:在重载下降时,重载势能转化的水压压力能推动水轮机转动,水轮机则带动发电机转子转动,发电机转子与定子的相互转动切割磁力线产生电能,后面接着通过电线向电网输电,则这个过程为释能发电阶段。In the stage of energy release (release potential energy) power generation: when the heavy load descends, the hydraulic pressure energy transformed by the heavy load potential energy drives the turbine to rotate, and the turbine drives the generator rotor to rotate, and the mutual rotation of the generator rotor and the stator cuts the magnetic field lines to generate electric energy. Later, electricity is transmitted to the grid through wires, and this process is the stage of energy release and power generation.
二、详细步骤:2. Detailed steps:
调整重载在蓄水池2中正立体位阶段:Adjustment of reload in tank 2 orthostatic phase:
S1、电动阀503打开;S1, the
S2、当214指示的距离位置被感应器214(A)(在重载容器外壁兼密封装置检修更换用结构部件219上,且为从重载容器顶上到底下的立式长条状)被在重载容器耐磨耐损衬壁218上的对应点安装检测距离的距离位置传感器214(B)检测到距离过小时:(液压系统动作见图5)则重载容器外壁219 与重载容器耐磨耐损衬壁218间的空腔液体压力增大,则第二压力继电器(高压压力继电器)510动作;且此空腔内的立壁侧面间距减小,则距离位置被感应器214(A)被距离位置传感器214(B)检测到距离超过允许值,则距离位置传感继电器512动作;由于第二压力继电器(高压压力继电器)510和距离位置传感继电器512两者的动作经程控处理后导致图5中换向阀506右移;若距离位置传感器探测到重载容器外壁219与重载容器耐磨耐损衬壁218间的距离恰好等于程控设备设定好数值时(当使用此方法时,每个该液体空腔只接一根连接液压系统5的管子,图中为简便连接了两根管子,应去除一根)或该液体空腔内的压力等于设定好的压力时(该一个液体空腔可以连接两根管子,如图1和图2所示),则电磁换向阀处在中位截止状态;S2, when the distance position indicated by 214 is detected by the sensor 214 (A) (on the outer wall of the heavy-duty container and the structural part 219 for maintenance and replacement of the sealing device, and is a vertical strip from the top to the bottom of the heavy-duty container) Install the distance position sensor 214 (B) of detection distance at the corresponding point on the wear-resistant and wear-resistant lining wall 218 of the heavy-duty container to detect that the distance is too small: ( hydraulic system action is shown in Figure 5) then the heavy-duty container outer wall 219 and the heavy-duty container When the liquid pressure in the cavity between the wear-resistant and wear-resistant lining walls 218 increases, the second pressure relay (high pressure pressure relay) 510 will act; ) is detected by the distance position sensor 214 (B) and the distance exceeds the allowable value, then the distance position sensing relay 512 acts; because the actions of the second pressure relay (high pressure pressure relay) 510 and the distance position sensing relay 512 are processed through program control Cause the reversing valve 506 in Fig. 5 to move to the right; If the distance between the heavy-duty container outer wall 219 and the heavy-duty container wear-resistant and wear-resistant lining wall 218 is detected by the distance position sensor, it is just equal to the value set by the program-controlled equipment (when using this During the method, each liquid cavity is only connected to a pipe connected to the hydraulic system 5, two pipes are connected for simplicity in the figure, one should be removed) or the pressure in the liquid cavity is equal to the set pressure When (the liquid cavity can be connected to two pipes, as shown in Figure 1 and Figure 2), the electromagnetic reversing valve is in the neutral cut-off state;
S3、液压泵504启动,则液体箱501(如水箱)中液体经液压泵504、单向阀505、换向阀506及液体管(水管)向上述重载容器外壁219与重载容器耐磨耐损衬壁218间的空腔供液,这样将使空腔压力增大;S3, the
S4、空腔两竖向侧壁(219与218间距离)间距增大,当空腔内液体增加到一定的时候,空腔内压力及219与218间间距也增加到一定数值,则第二压力继电器(高压压力继电器)510和距离位置传感继电器512动作,则液压泵停止供液,换向阀停止在中间位;S4. The distance between the two vertical side walls of the cavity (the distance between 219 and 218) increases. When the liquid in the cavity increases to a certain value, the pressure in the cavity and the distance between 219 and 218 also increase to a certain value, and the second pressure When the relay (high pressure pressure relay) 510 and the distance
S5、电动阀门502关闭,则停止向上述空腔供液;S5, when the
S6、同时蓄能器508提供保压服务;S6. At the same time, the
S7、相类似地,如果上述重载容器外壁219与重载容器耐磨耐损衬壁218 间的空腔(以下简称空腔)增大,即219与218间的间距增大,则距离位置被感应器214(A)被距离位置传感器214(B)检测到距离过大,则距离位置传感继电器512产生与检测到距离过小的反动作;且空腔内压力减小,则第一压力继电器(低压压力继电器)509动作;在512及509的联合作用下,程控装置起作用,换向阀506左移,则空腔多余液体经换向阀506及液体管(水管)流向液体箱501(如水箱),则空腔内液体减少,219与218间的间距减小到指定值,空腔内压力也减小到指定值;S7. Similarly, if the cavity between the
在储能阶段:In the storage phase:
请参阅图1至图4,当在储能阶段:Please refer to Figure 1 to Figure 4, when in the energy storage phase:
S8、重载蓄水池2的检测入口门210关闭,该门密封条210-4自动密封;S8. The
S9、电动阀门211及225打开;S9, the
S10、电网供电驱动驱动装置带动水轮机转动(在图1中装置1和4为水轮机,优选地,两者可以同为可逆式水轮机,可以为单级水轮机或两级及以上水轮机,或者水轮机为成对出现的抽水蓄能水轮机与排水发电水轮机,本专利权属涵盖各种变型、变方案设计等),水轮机从普通蓄水池3抽水经管道进入重载蓄水池2下部,则重载及其容器整体上升;耐磨耐损耐老化密封条215在重载容器耐磨耐损衬壁218面上作向上滑动,该密封条及衬壁218形成密封空腔,并由液压系统保压,以防重载容器外壁与衬壁218磕碰(优选地,该衬壁可以为有涂层的钢板或钢筋混凝土制作,但本发明权属不仅限于钢板和钢筋混凝土),随着重载在水轮机驱动下上升,电能就转化为重载及其容器的势能,此为储能阶段;S10, the driving device powered by the power grid drives the water turbine to rotate (in Fig. 1, the devices 1 and 4 are water turbines, preferably, both can be reversible water turbines, can be single-stage water turbines or two-stage and above water turbines, or the water turbines can be used as components. For the pumped-storage turbines and drainage power generation turbines that appear, this patent right covers various variants, variable scheme designs, etc.), the water turbine pumps water from the ordinary reservoir 3 and enters the lower part of the heavy-duty reservoir 2 through the pipeline, then the heavy-duty and The container rises as a whole; the wear-resistant, wear-resistant and aging-
S11、在重载上升过程中,重载容器封液水套拉索232拉动重载容器封液用可叠合式水套233沿重载容器外壁与衬壁218面上升;S11. During the heavy-load lifting process, the heavy-duty container sealing liquid
在停止储能阶段:In the stage of stopping energy storage:
S12、在停止向水轮机供电时,水轮机就停止转动,水轮机停止向重载蓄水池2输水,重载就停止上升,电动阀门211和225关闭,则停止储能;S12. When the power supply to the water turbine is stopped, the water turbine stops rotating, the water turbine stops delivering water to the heavy-duty reservoir 2, the heavy load stops rising, the
S13、若重载容器外壁上升到重载蓄水池2的顶端,即到达上止点时,就会触发串联的多个行程开关281,则切断驱动水轮机的电源输送,则水轮机停止转动,则停止输水进入重载蓄水池2,重载停止上升,电动阀门211和225 关闭,这就停止了储能;S13. If the outer wall of the heavy-duty container rises to the top of the heavy-duty reservoir 2, that is, when it reaches the top dead center, a plurality of
在释能(释放势能)发电阶段:In the energy release (release potential energy) power generation stage:
S13、打开电动阀门211和225(优选地,当多个水轮机(如水轮机1和 4,但本发明权属中不限于两个水轮机及不限于两个电动阀门)均为可逆水轮机时,该所有电动阀门均打开;优选地,当有的水轮机专门用于抽水蓄能、另有的水轮机又另专门用于排水发电时,就打开重载蓄水池2与排水发电的水轮机间的电动阀门及该侧通往普通蓄水池3管道上的电动阀门,以准备发电);S13, open the
S14、启动水轮机驱动发电装置,同时重载容器及重载下降;S14, start the water turbine to drive the power generation device, and simultaneously lower the heavy load container and the heavy load;
在停止发电阶段:During the shutdown stage:
S15、需要停止发电时就关停水轮机,水轮机停止驱动发电装置;S15. When it is necessary to stop power generation, the water turbine is shut down, and the water turbine stops driving the power generation device;
S16、见图2:当重载容器底部凸台227通过液压(水压)作用在重载水池底部均载用液压缓冲分格组件228及重载水池其它部位时,重载及重载容器停止下降,水轮机停止转动,这时是重载及重载容器的下止点时刻,这就会使该发电设施停止发电,该分步具体步骤为(见图3):重载容器底部凸台 227下降接触到并压紧液压缓冲分格密封条229,液压缓冲分格密封条229压紧均载用缓冲分格弹簧抵块230,则弹簧231压缩,重载底座液体分隔腔236 内液体(水)压缩,则该分隔腔236内液体产生压力,则整个重载水池底部均载用液压缓冲分格组件228(见图2)承载整个重载及重载容器,整个重载蓄水池2全部重载及载荷通过液压(水压)又加载传递到重载底座密封条抵块安装板237、重载底座均载缓冲板238、重载底座均载承压板239与重载水池加强底座235、重载水池基座234;S16, see Figure 2: When the
重载蓄水池2的检修、检查阶段:Overhaul and inspection stage of heavy-duty storage tank 2:
S17、重载蓄水池2池内部检修、检查:S17. Overhaul and inspection of the interior of the second tank of the heavy-duty storage tank:
S17-1、先通过数字孪生技术得到的该整个储能设施的电子模型及缩小版实体模型预测(包括重心模型)分析:当把重载蓄水池2内的水排干后,预测重载可能略微偏向哪一边,再通过数显的或模拟的间隙探测设施及其它光学设施及摄像头等(如通过214所指示的距离位置传感器来探测)多次稳妥实验及多次调整易磕碰部位间隙避开可能发生的磕碰现象(如防止重载容器外壁重载蓄水池2内壁的磕碰现象等);S17-1. Analysis of the electronic model of the entire energy storage facility obtained through digital twin technology and the prediction of the reduced version of the physical model (including the center of gravity model): when the water in the heavy-duty storage tank 2 is drained, the heavy-load It may be slightly biased to which side, and then through digital display or analog gap detection facilities and other optical facilities and cameras (such as detection by the distance position sensor indicated by 214) multiple times of safe experiments and multiple adjustments to avoid gaps at parts prone to bumps Open possible knocking phenomena (such as preventing the knocking phenomenon on the inner wall of the heavy-duty reservoir 2 on the outer wall of the heavy-duty container, etc.);
S17-2、先通过水轮机发电,使当重载容器底部凸台227下降到下止点,然后把重载蓄水池2下部剩余的液体(水)放干(注意应把重载蓄水池2下部连通大气,为防止因大气压蓄水池2内部残存的水放不出来,只需在重载蓄水池2下部或底部另接一根水管,再连接防水锤装置,在出口处安装电动阀门,并在非检修期间用电动阀门关闭,而在检修期间电动阀门打开,并另接水泵把水抽向普通蓄水池3。因该技术简单,故本发明省略,但其也是必须的,本描述的技术方案及其变型涵盖在本专利权属当中),其中应当根据需求先后关闭各电动阀门。S17-2, generate electricity through the water turbine first, so that when the
S17-3、见图4:重载水池检修入口门的提升装置210-1用铰接的挂钩或钢索提升检修入口门210-5到上止点,触动多个串联的行程开关,检修入口门的提升装置停止运动,此时已经打开了重载蓄水池2池里面的空间,则检修人员可以进入检修;S17-3, see Figure 4: The lifting device 210-1 of the maintenance entrance door of the heavy-duty pool lifts the maintenance entrance door 210-5 to the top dead center with a hinged hook or a steel cable, and touches multiple series-connected travel switches to repair the entrance door The hoisting device stops moving, and the space inside the heavy-duty reservoir 2 has been opened at this time, and maintenance personnel can enter for maintenance;
S17-4、检修重载蓄水池2相关零部件等,特别是易损件,如密封件等;S17-4. Overhaul the related components of the heavy-duty water storage tank 2, especially vulnerable parts, such as seals, etc.;
S18、重载容器外壁兼密封装置检修更换用结构部件219检修、检查:S18. Overhaul and inspection of
S18-1、同S17-1,先通过数字孪生技术得到的该整个储能设施的电子模型及缩小版实体模型预测(包括重心模型)分析:当把重载蓄水池2内的水排干后,预测重载可能略微偏向哪一边,再通过数显的或模拟的间隙探测设施及其它光学设施及摄像头等(如通过214所指示的距离位置传感器来探测)多次稳妥实验及多次调整易磕碰部位间隙避开可能发生的磕碰现象(如防止重载容器外壁重载蓄水池2内壁的磕碰现象等);S18-1, the same as S17-1, the electronic model of the entire energy storage facility obtained through the digital twin technology and the forecast analysis of the reduced physical model (including the center of gravity model): when the water in the heavy-duty storage tank 2 is drained Finally, predict which side the heavy load may be slightly biased to, and then pass through digital display or simulated gap detection facilities and other optical facilities and cameras (such as through the distance position sensor indicated by 214 to detect) multiple safe experiments and multiple adjustments The gap between the parts prone to bumping avoids possible bumping phenomena (such as preventing the bumping phenomenon on the outer wall of the heavy-duty container and the inner wall of the heavy-duty reservoir 2, etc.);
S18-2、类似于S17,先排出重载蓄水池2内所有的水(液体),重载容器底部凸台227下降到下止点,整个重载水池底部均载用液压缓冲分格组件 228(见图2)承载整个重载及重载容器,全部重载压力再传递给重载水池加强底座235、重载水池基座234;S18-2, similar to S17, first discharge all the water (liquid) in the heavy-duty reservoir 2, the
S18-3、拆除重载容器外壁兼密封装置检修更换用结构部件219中螺栓孔 219-1内的螺栓、及短销孔219-2内的短销(切记:如果有短销的话,部件 219需要先沿销孔轴线移动比短销长度略长距离,再吊装部件219);拆除重载容器外壁兼密封装置检修更换用结构部件219中螺栓孔219-1内的防松垫圈和防泄漏垫圈;S18-3. Remove the bolts in the bolt holes 219-1 and the short pins in the short pin holes 219-2 in the
S18-4、在重载容器外壁兼密封装置检修更换用结构部件219中的螺孔 219-3中安装起吊用螺栓吊环;S18-4, install the bolt ring for lifting in the screw hole 219-3 in the
S18-5、起吊重载容器外壁兼密封装置检修更换用结构部件219;S18-5.
S18-6、检查、检修重载容器外壁兼密封装置检修更换用结构部件219及重载蓄水池2等相关零部件等,特别是易损件,如密封件等;S18-6. Inspection and maintenance of the outer wall of the heavy-duty container and the
S19、重载与蓄水池2侧面间空隙分隔腔的防磕碰液压系统的检修S19. Inspection and maintenance of the anti-collision hydraulic system of the gap between the heavy load and the side of the reservoir 2
S19-1、先通过数字孪生技术得到的该整个储能设施的电子模型及缩小版实体模型预测(包括重心模型)分析:当把重载蓄水池2内的水排干后,预测重载可能略微偏向哪一边,再通过数显的或模拟的间隙探测设施及其它光学设施及摄像头等(如通过214所指示的距离位置传感器来探测)多次稳妥实验及多次调整易磕碰部位间隙避开可能发生的磕碰现象(如防止重载容器外壁重载蓄水池2内壁的磕碰现象等);S19-1. Analysis of the electronic model of the entire energy storage facility obtained through digital twin technology and the prediction of the reduced version of the physical model (including the center of gravity model): when the water in the heavy-load storage tank 2 is drained, the heavy-load It may be slightly biased to which side, and then through digital display or analog gap detection facilities and other optical facilities and cameras (such as detection by the distance position sensor indicated by 214) multiple times of safe experiments and multiple adjustments to avoid gaps at parts prone to bumps Open possible bumping phenomena (such as preventing the bumping phenomenon on the inner wall of the heavy-duty reservoir 2 on the outer wall of the heavy-duty container, etc.);
S19-2、类似于S17,先排出重载蓄水池2内所有的水(液体),重载容器底部凸台227下降到下止点,整个重载水池底部均载用液压缓冲分格组件228(见图2)承载整个重载及重载容器,全部重载压力再传递给重载水池加强底座235、重载水池基座234;S19-2, similar to S17, first discharge all the water (liquid) in the heavy-duty reservoir 2, the
S19-3、检查、检修重载与蓄水池2侧面间空隙分隔腔的防磕碰液压系统。S19-3. Check and overhaul the anti-collision hydraulic system of the space between the heavy load and the side of the reservoir 2.
以上所述,仅为本发明较佳的具体实施方式,但本发明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发明揭露的技术范围内,根据本发明的技术方案及其发明构思加以等同替换或改变,都应涵盖在本发明的保护范围之内。The above is only a preferred embodiment of the present invention, but the scope of protection of the present invention is not limited thereto, any person familiar with the technical field within the technical scope disclosed in the present invention, according to the technical solution of the present invention Any equivalent replacement or change of the inventive concepts thereof shall fall within the protection scope of the present invention.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202211075262.5A CN115478973A (en) | 2022-09-05 | 2022-09-05 | A multi-scale gravity energy storage facility and method for water (liquid) turbine pumping and drainage (liquid) driven energy conversion |
| CN202280056147.5A CN117916461A (en) | 2022-09-05 | 2023-10-22 | A multi-scale gravity energy storage facility and method for water (liquid) turbine pumping and water (liquid) driven energy conversion |
| PCT/CN2023/123164 WO2024051859A1 (en) | 2022-09-05 | 2023-10-22 | Multi-scale gravity energy storage facility and method for water (liquid) turbine water (liquid) pumping and drainage driving energy conversion |
| ZA2025/02799A ZA202502799B (en) | 2022-09-05 | 2025-04-01 | Multi-scale gravity energy storage facility and method for water (liquid) turbine water (liquid) pumping and drainage driving energy conversion |
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| CN202280056147.5A Pending CN117916461A (en) | 2022-09-05 | 2023-10-22 | A multi-scale gravity energy storage facility and method for water (liquid) turbine pumping and water (liquid) driven energy conversion |
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| WO2024051859A1 (en) * | 2022-09-05 | 2024-03-14 | 陈兴茂 | Multi-scale gravity energy storage facility and method for water (liquid) turbine water (liquid) pumping and drainage driving energy conversion |
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| JP2000352371A (en) * | 1999-06-08 | 2000-12-19 | Mitsubishi Heavy Ind Ltd | Compressed air storage type combined power generation system |
| US20050279085A1 (en) * | 2004-06-18 | 2005-12-22 | Moore George V | Energy conversion system |
| CN103114564B (en) * | 2013-02-01 | 2015-08-12 | 华北电力大学 | Based on storage station and the energy storing and electricity generating method of compressed-air energy storage |
| CN203594555U (en) * | 2013-12-19 | 2014-05-14 | 梁文青 | High-pressure hydraulic energy gravity power generation system |
| CN105569910B (en) * | 2016-03-01 | 2018-08-28 | 华北电力大学 | Pumped storage system based on weight supercharging technology |
| CN115478973A (en) * | 2022-09-05 | 2022-12-16 | 陈兴茂 | A multi-scale gravity energy storage facility and method for water (liquid) turbine pumping and drainage (liquid) driven energy conversion |
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