CN211340834U - But novel fan basis of self-adaptation stable control - Google Patents
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Abstract
本实用新型公开了一种可自适应稳定控制的新型风机基础。该基础包括正锥形基础、倒锥形基础、EPS土工泡沫块体和主动调节系统;所述正锥形基础位于倒锥形基础上部;所述的倒锥体基础外部设置有橡胶层,底部设有正锥形凹槽,所述的EPS土工泡沫块体置于该凹槽内;所述的主动调节系统置于整个基础内部。本实用新型相比传统重力式基础,保留了承担、分散由上部风机塔筒、机舱传递下来的荷载的能力,且下部的倒锥型基础和EPS材料填充增大了基础与土的接触,进一步发挥土体的承载能力,橡胶层可改善风机旋转;主动调节系统通过控制水的分布平衡上部风机塔筒和机舱对基础顶面倾覆力矩;且该基础混凝土用量少,经济性良好;结构稳定,可靠性高,应用前景广阔。
The utility model discloses a novel fan foundation capable of adaptive and stable control. The foundation includes a forward conical foundation, an inverted conical foundation, an EPS geofoam block and an active adjustment system; the forward conical foundation is located on the upper part of the inverted conical foundation; a rubber layer is arranged outside the inverted conical foundation, and the bottom is provided with a rubber layer. A positive conical groove is provided, and the EPS geofoam block is placed in the groove; the active adjustment system is placed inside the entire foundation. Compared with the traditional gravity foundation, the utility model retains the ability to bear and disperse the load transferred from the upper fan tower and the engine room, and the lower inverted cone foundation and EPS material filling increase the contact between the foundation and the soil, and further The bearing capacity of the soil is exerted, and the rubber layer can improve the rotation of the fan; the active adjustment system balances the overturning moment of the upper fan tower and the engine room on the top surface of the foundation by controlling the distribution of water; and the foundation uses less concrete and is economical; the structure is stable , high reliability and broad application prospects.
Description
技术领域technical field
本实用新型属于陆上风机新型基础设计、安装工程以及风机控制系统的领域,涉及一种可自适应稳定控制的新型风机基础。The utility model belongs to the field of new foundation design, installation engineering and blower control system for onshore wind turbines, and relates to a new type of wind turbine foundation capable of self-adaptive and stable control.
背景技术Background technique
当今世界能源的消耗以及温室效应越来越引起世界的重视,因此能源产业开始向着清洁、再利用方向发展,风力发电因此应运而生,到2050年,预计全球 12%的电力能源来自风力发电,目前全球已建的风电厂的发电能力在470GW,而 436.7GW的电量来自陆上风电场,占总发电量的97%,由此可见陆上风电在风力发电中扮演着主导的角色。中国大陆地大物博,拥有着丰富的陆上风能资源,平均风能密度在100W/m2,尤其在我国内陆例如:东北、华北、西北地区拥有着丰富的风能资源。到2016年底,中国已经成为了世界上最大的陆上风力发电国家,总共的陆上发电能力达到168.73GW,占比达到世界陆上风力发电产量的36%,我国已建的陆上风电厂的产电能力在90GW,累计的陆上风电产预计在2020年达到 200GW,在2030年达到400GW,在2050年达到1000GW。Today's world's energy consumption and the greenhouse effect have attracted more and more attention from the world. Therefore, the energy industry has begun to develop in the direction of cleanness and reuse, and wind power generation has emerged as the times require. At present, the power generation capacity of the built wind power plants in the world is 470GW, and 436.7GW of electricity comes from onshore wind farms, accounting for 97% of the total power generation. It can be seen that onshore wind power plays a leading role in wind power generation. Mainland China is vast and rich in resources and has abundant onshore wind energy resources, with an average wind energy density of 100W/m 2 , especially in China's inland areas such as Northeast China, North China, and Northwest China, which have abundant wind energy resources. By the end of 2016, China had become the world's largest onshore wind power generation country, with a total onshore power generation capacity of 168.73GW, accounting for 36% of the world's onshore wind power output. With an electrical capacity of 90GW, the cumulative onshore wind capacity is expected to reach 200GW in 2020, 400GW in 2030 and 1000GW in 2050.
现在已有的陆上风机基础形式有重力扩展基础、梁板式基础、岩石锚杆基础、 PH基础。传统的重力扩展基础的优点是其支模容易,施工速度快,且适合与所有陆上场地,但存在基础底面面积大,导致地面尺寸较大,混凝土用量大,开挖回填量大的缺点;梁板式基础相比重力扩展基础,混凝土用量大幅减小,且适用于所有陆上场地,但还存在基础土方工程量大,现场施工不方便,模板安装困难,钢筋间距过小,混凝土不易振捣密实的缺点;岩石锚杆基础的优点是可以充分应用基岩的承载力,可以明显减少基础的混凝土和钢筋用量,但也存在岩石锚杆防腐能力不足的缺点,且该基础存在安全隐患,对地质勘察的要求较高,适用性较为狭窄,仅适用于岩石地基;PH基础的优点是造价低,没有繁琐的钢筋绑扎工程,施工速度快,但是存在预应力材料与波纹筒不易采购的缺点设计时需考虑土的塑性特性,且锚栓腐蚀问题没有解决,存在安全隐患,锚栓断裂后更换成本大。The existing onshore wind turbine foundation forms include gravity expansion foundation, beam-slab foundation, rock bolt foundation, and PH foundation. The advantages of the traditional gravity expansion foundation are that its formwork is easy to support, the construction speed is fast, and it is suitable for all land sites. Compared with the gravity expansion foundation, the concrete consumption of the beam-slab foundation is greatly reduced, and it is suitable for all land sites, but there are still large amount of foundation earthwork, inconvenient on-site construction, difficulty in formwork installation, too small spacing between steel bars, and it is not easy to vibrate the concrete. The disadvantage of compactness; the advantage of the rock bolt foundation is that the bearing capacity of the bedrock can be fully used, and the amount of concrete and steel bars of the foundation can be significantly reduced, but it also has the disadvantage of insufficient anti-corrosion ability of the rock bolt, and the foundation has potential safety hazards. The requirements for geological investigation are relatively high, and the applicability is relatively narrow, and it is only suitable for rock foundations; the advantages of PH foundation are low cost, no cumbersome steel bar binding works, and fast construction speed, but there are disadvantages that prestressed materials and corrugated cylinders are not easy to purchase design. It is necessary to consider the plastic properties of the soil, and the corrosion problem of the anchor bolts has not been solved, there is a potential safety hazard, and the replacement cost of the anchor bolts after fracture is high.
在风电行业如火如荼的今天,陆上风电在产业化的背后需要更多的技术上的提升以及成本逐步减少,一般风机的使用年限在20~25年,但是对于风机基础的使用会远远超过上部风机的使用年限,因此在保证基础的可靠性的前提下,减少基础的生产成本是十分必要的。Today, when the wind power industry is in full swing, onshore wind power needs more technical improvement and cost reduction behind the industrialization. Generally, the service life of wind turbines is 20 to 25 years, but the use of wind turbine foundations will far exceed that of upper parts. Therefore, under the premise of ensuring the reliability of the foundation, it is necessary to reduce the production cost of the foundation.
本实用新型的可自适应稳定控制风机基础具有成本低、可靠性强的特点,并且可以保证在后续的机组替换之后使基础能够承担更大的风机组件所产生的荷载并保证可靠性,不需要因为上部构件的替换而更换基础,且其结构简单,易于设计和生产,运输方便,经济性较高,符合当前绿色低碳的理念。The self-adaptive and stable control fan foundation of the utility model has the characteristics of low cost and strong reliability, and can ensure that the foundation can bear the load generated by larger fan components and ensure reliability after the subsequent unit replacement, and does not require The foundation is replaced due to the replacement of the upper components, and its structure is simple, easy to design and produce, convenient to transport, and highly economical, which is in line with the current concept of green and low carbon.
实用新型内容Utility model content
本实用新型针对现有的陆上风机基础形式存在的基坑开挖量大、钢筋混凝土用量多、结构形式单一等缺陷,提出一种可自适应稳定控制的新型风机基础。本实用新型的目的主要为减少基础材料用量及尺寸、提高基础的耐久能力。The utility model proposes a new type of fan foundation capable of adaptive and stable control, aiming at the defects of large excavation of foundation pits, large amount of reinforced concrete and single structural form of the existing onshore fan base form. The main purpose of the utility model is to reduce the amount and size of the base material and improve the durability of the base.
本实用新型采取以下技术方案:The utility model adopts the following technical solutions:
一种可自适应稳定控制的新型风机基础,包括正锥形基础、倒锥形基础、EPS 土工泡沫块体和主动调节系统;所述的正锥形基础位于倒锥形基础上部,所述的倒锥形基础外部设置有橡胶层,底部预留有正锥形凹槽,该正锥形凹槽为上小下大的结构;所述的EPS土工泡沫块体置于所述的正锥形凹槽内;所述的主动调节系统置于整个基础内部,在所述的正锥形基础顶部设有预应力锚栓,用于连接基础与风机塔筒以及为基础混凝土提供预应力,使基础混凝土受压,避免其受拉开裂,增加其耐久性;所述的正锥形基础为上小下大的结构,所述的倒锥形基础为上大下小的结构。A new type of fan foundation with adaptive stability control includes a forward conical foundation, an inverted conical foundation, an EPS geofoam block and an active adjustment system; the positive conical foundation is located on the upper part of the inverted conical foundation, and the A rubber layer is arranged on the outside of the inverted conical foundation, and a positive conical groove is reserved at the bottom. The positive conical groove is a structure with a small upper part and a large lower part; the EPS geofoam block is placed in the positive cone The active adjustment system is placed inside the entire foundation, and prestressed anchor bolts are arranged on the top of the positive conical foundation to connect the foundation and the fan tower and provide prestress for the foundation concrete, so that the foundation The concrete is compressed to prevent it from cracking under tension and increase its durability; the positive cone foundation is a structure with a small upper part and a large lower part, and the inverted cone foundation is a structure with a large upper part and a small lower part.
在上述技术方案中,进一步地,所述的正锥形基础为圆柱体与圆台构成的一体化结构,所述的圆柱体位于圆台顶部,且圆柱体的半径与圆台的顶面半径相同。In the above technical solution, further, the forward cone base is an integrated structure composed of a cylinder and a truncated cone, the cylinder is located at the top of the truncated cone, and the radius of the cylinder is the same as the radius of the top surface of the truncated cone.
进一步地,所述的倒锥形基础顶面半径与所述的正锥形基础的底面半径相同。Further, the radius of the top surface of the inverted tapered foundation is the same as the radius of the bottom surface of the forward tapered foundation.
进一步地,所述的EPS土工泡沫块体与倒锥型基础的正锥形凹槽的形状相同,且二者紧密相贴。Further, the shape of the EPS geofoam block and the forward conical groove of the inverted conical foundation are the same, and the two are closely attached.
进一步地,所述的EPS土工泡沫块体的施工安置过程为:先按照正锥形凹槽尺寸切割EPS土工泡沫块体,然后在基础底部铺设干拌水泥砂浆,最后将EPS 土工泡沫块体置于正锥形凹槽内;所述的EPS土工泡沫块体与施工基面之间采用 L型金属销钉联结,L型金属销钉插入施工基面深度不小于20cm,EPS土工泡沫块体安置完后底部采用C10~C25的细石混凝土密实衔接。Further, the construction and placement process of the EPS geofoam block is: firstly cut the EPS geofoam block according to the size of the positive conical groove, then lay dry-mixed cement mortar at the bottom of the foundation, and finally place the EPS geofoam block. In the positive conical groove; the EPS geofoam block and the construction base are connected by L-shaped metal pins, and the L-shaped metal pins are inserted into the construction base to a depth of not less than 20cm. After the EPS geofoam blocks are placed The bottom adopts C10~C25 fine stone concrete for dense connection.
进一步地,所述的预应力锚栓长2~4m,直径尺寸按照不同风场的年平均风速计算决定;所述的橡胶层的壁厚为3~6cm,其设置方式为:在地基放坡完成后铺在坡上再将基础置于橡胶层上。Further, the length of the prestressed anchor bolt is 2-4m, and the diameter is determined according to the annual average wind speed of different wind farms; the wall thickness of the rubber layer is 3-6cm, and the setting method is: grading the ground on the ground. After completion, lay the foundation on the slope and place the foundation on the rubber layer.
进一步地,所述的主动调节系统包括控制系统和4个水箱,相邻两个水箱之间设有吸、放水装置,每个装置内含有若干马达(1个备用,其他正常使用),若干阀门和导管。Further, the active adjustment system includes a control system and 4 water tanks, a water suction and discharge device is arranged between two adjacent water tanks, each device contains a number of motors (1 for standby, others are used normally), a number of valves and catheter.
更进一步地,所述的主动调节系统中水的总体积为单个水箱体积的1.2倍 (1.2为安全系数,避免保证水箱有充足的水,允许水有一定的流失),且所述的主动调节系统中的控制系统可以接受来自上部风机机组自带的偏航系统风速、风向传感器的信号,并根据信号发布调整水箱中水的分布的指令。Further, the total volume of water in the active adjustment system is 1.2 times the volume of a single water tank (1.2 is a safety factor to avoid ensuring that the water tank has sufficient water and allow a certain loss of water), and the active adjustment The control system in the system can accept the signals from the wind speed and wind direction sensors of the yaw system of the upper fan unit, and issue instructions to adjust the distribution of water in the water tank according to the signals.
更进一步地,所述的主动调节系统调整水箱中水的具体方式为:调整水的分布主要取决于风向和风速,当风速小于风机切入速度时,控制系统通过马达、导管、阀门将水平均的分布于四个水箱当中;当风速大于风机切入风速时,控制系统会根据风向传感器的信号确定风向区间,再根据风向区间分配各个水箱中的水, (把水视为可动荷载,分布于迎风面水箱中平衡或减小上部倾覆力矩)。所述的风机切入速度由风机厂家定制叶轮和偏航转动系统时确定。Further, the specific method for the active adjustment system to adjust the water in the water tank is: adjusting the distribution of the water mainly depends on the wind direction and wind speed, when the wind speed is less than the cut-in speed of the fan, the control system uses the motor, the duct, and the valve to equalize the level of water. Distributed in four water tanks; when the wind speed is greater than the cut-in wind speed of the fan, the control system will determine the wind direction interval according to the signal of the wind direction sensor, and then distribute the water in each water tank according to the wind direction interval, (the water is regarded as a movable load, distributed in the windward direction balance or reduce the upper overturning moment in the surface tank). The fan cut-in speed is determined when the fan manufacturer customizes the impeller and yaw rotation system.
更进一步地,所述的主动调节系统中马达的抽水速率为0.2~0.4m3/s,水在相邻的水箱之间的运输时间为2~2.5分钟,相对水箱(如水箱1、3)之间水的传输时间在4~6分钟,相比较偏航系统的机舱转动速度0.5°/s,即上部风机机组(叶片、机舱)转动180°至少需要6分钟,下部主动调节系统有充分的时间完成水箱中水的传递和分布。Further, the pumping rate of the motor in the active regulation system is 0.2-0.4 m 3 /s, and the transport time of water between adjacent water tanks is 2-2.5 minutes. The water transfer time is 4 to 6 minutes, compared with the nacelle rotation speed of the yaw system of 0.5°/s, that is, it takes at least 6 minutes for the upper fan unit (blade, nacelle) to rotate 180°, and the lower active adjustment system has sufficient capacity. Time to complete the transfer and distribution of water in the tank.
本实用新型具有以下优点:The utility model has the following advantages:
上部保留传统重力式基础形式,可以承担、分散由上部风机塔架、机舱、叶轮所传递下来的荷载,避免了基础出现应力集中;The upper part retains the traditional gravity foundation form, which can bear and disperse the load transmitted by the upper fan tower, nacelle and impeller, avoiding stress concentration in the foundation;
下部采用倒锥型结构形式相比传统的风机基础增加了土与基础的侧向接触面积,充分发挥土的承载能力,进一步提高了基础的抗水平滑移能力,且倒锥形与下部坡脚相吻合,节省了填土填埋量,减少了施工工作量;Compared with the traditional fan foundation, the lower part adopts the inverted cone structure, which increases the lateral contact area between the soil and the foundation, gives full play to the bearing capacity of the soil, and further improves the resistance to horizontal sliding of the foundation. Consistent, saving the amount of landfill and reducing the construction workload;
底部的EPS土工泡沫块体在公路地基中应用广泛,省去了传统施工中土胎的制作,大大减小了基础混凝土用量和施工难度,且具有轻质、高强、较强的化学稳定性和水稳定性、良好的力学性能、较高的界面摩擦系数,置于基础内侧进一步增加了与基础的接触,提高了基础的竖向承载力,且施工简单方便,经济性良好;The EPS geofoam block at the bottom is widely used in highway foundations, eliminating the need for the production of soil tires in traditional construction, greatly reducing the amount of foundation concrete and construction difficulty, and has light weight, high strength, strong chemical stability and Water stability, good mechanical properties, high interfacial friction coefficient, placed on the inside of the foundation to further increase the contact with the foundation, improve the vertical bearing capacity of the foundation, and the construction is simple and convenient, and the economy is good;
水箱及主动调节系统可以通过调节水的分布减小正常工作时由风机上部组件传递下来的巨大的倾覆力矩,减少了基础的钢筋、混凝土用量,从而减少成本,且提高了基础的耐久性,使其可以持久服役,符合可持续性发展;The water tank and the active adjustment system can reduce the huge overturning moment transmitted by the upper components of the fan during normal operation by adjusting the distribution of water, reduce the amount of steel bars and concrete for the foundation, thereby reducing the cost, and improving the durability of the foundation. It can be used for a long time and is in line with sustainable development;
橡胶层与土、基础的界面摩擦系数大于基础-土的界面摩擦系数,可以有效减小风机基础旋转;预应力锚杆施加预应力,使得塔基下混凝土处于受拉状态,提高整体的承载力、耐久性以及抗疲劳性。The interface friction coefficient between the rubber layer and the soil and foundation is larger than that between the foundation and the soil, which can effectively reduce the rotation of the fan foundation; the prestressed anchors apply prestressing, which makes the concrete under the tower foundation in tension and improves the overall bearing capacity , durability and fatigue resistance.
附图说明Description of drawings
图1为本实用新型基础的整体示意图;Fig. 1 is the overall schematic diagram of the foundation of the utility model;
图2为水箱、控制系统分布示意图;Figure 2 is a schematic diagram of the distribution of the water tank and the control system;
图3为标准线及水箱参考角度详图;Figure 3 is a detailed view of the standard line and the reference angle of the water tank;
图4为基础有无主动调节控制系统受荷机理对比图;(a)调节前,(b)调节后;Figure 4 is a comparison diagram of the load mechanism of the basic control system with or without active adjustment; (a) before adjustment, (b) after adjustment;
其中,1为正锥形基础、2为倒锥形基础、3为EPS土工泡沫块体、4为主动调节系统、5为橡胶层、6为预应力锚栓、7为水箱、8为马达、9为阀门、10 为导管。Among them, 1 is the positive cone foundation, 2 is the inverted cone foundation, 3 is the EPS geofoam block, 4 is the active adjustment system, 5 is the rubber layer, 6 is the prestressed anchor bolt, 7 is the water tank, 8 is the motor, 9 is a valve and 10 is a conduit.
具体实施方式Detailed ways
下面结合实施例和附图对本实用新型的技术方案做进一步的说明:Below in conjunction with embodiment and accompanying drawing, the technical scheme of the present utility model is further described:
参照图1,本实用新型的一种可自适应稳定控制的新型风机基础,是由正锥形基础1、倒锥形基础2、EPS土工泡沫块体3、主动调节系统4、外部橡胶层5 以及预应力锚栓6组成;所述的正锥形基础1位于倒锥形基础2上部,EPS土工泡沫块体置于倒锥形基础2底部的正锥形凹槽内,与倒锥形基础2紧密接触,该正锥形凹槽为上小下大的结构;主动调节系统4置于整个基础内部,通过传感器和控制系统调节水箱中的水,在倒锥形基础2外部布置有橡胶层5,在基础顶部设有预应力锚栓6,所述的正锥形基础1为上小下大的结构,所述的倒锥形基础 2为上大下小的结构。Referring to FIG. 1 , a new type of fan foundation capable of adaptive and stable control of the present invention is composed of a positive
具体为:Specifically:
所述的正锥形基础1为圆柱体与圆台构成的一体化结构,圆柱体位于圆台顶部,该圆柱体的半径为3m,高度为0.65m,圆台的顶面面经为3m,底面半径为 8m,高度为1.5m。The positive
所述的倒锥形基础2的顶面半径为8m,底面半径为5米,高度为2.5m。The radius of the top surface of the inverted conical foundation 2 is 8m, the radius of the bottom surface is 5m, and the height is 2.5m.
所述的EPS土工泡沫块体3位于倒锥型基础2正锥形凹槽中,顶部半径2m,底部半径3m,高2.5m;The
所述的EPS土工泡沫块体3施工安置过程为:按照尺寸要求切割EPS土工泡沫块体-在基坑底部铺设干拌水泥砂浆-将EPS土工泡沫块体置于正锥形凹槽内。The construction and placement process of the
所述的EPS土工泡沫块体3与施工基面之间采用L型金属销钉联结,销钉插入施工基面深度不小于20cm,EPS土工泡沫块体3安置完后底部采用C10~C25 的细石混凝土密实衔接。The
所述的橡胶层5位于倒锥形基础外侧,壁厚3~6cm,在地基放坡完成后铺在坡上再将基础置于橡胶层上。The
所述的预应力锚栓6长2~4m,直径尺寸按照不同风场的年平均风速计算决定,用于连接基础与风机塔筒以及为基础混凝土提供预应力,使基础混凝土受压,避免其受拉开裂,增加其耐久性。The
参照图2、3以及表1本实用新型的新型陆上风机基础抵抗倾覆力矩的主动调节系统,该主动调节系统4中含有4个水箱7,相邻两个水箱之间设有吸、放水装置,每个装置内含有8个马达8(1个备用,7个正常使用),若干阀门9、导管10,用于传递水箱7中的水,并配有控制系统以接收信号和发布吸、放水指令。Referring to Figures 2, 3 and Table 1, the new onshore fan base of the present invention is an active adjustment system for resisting overturning moment. The
具体为:Specifically:
所述的主动调节系统4中水的总体积为单个水箱体积的1.2倍,约为240m3 (1.2为安全系数,避免保证水箱7有充足的水,允许水有一定的流失)。The total volume of water in the
所述的主动调节系统4中的控制系统可以接受来自风机机组自带的偏航系统风速、风向传感器的信号,并通过信号发布调整水箱7中水的分布的指令。The control system in the
所述的主动调节系统4中水箱7中水的分布主要取决于风向和风速,当风速小于风机切入速度时,控制系统通过马达8、阀门9、导管10将水平均的分布于四个水箱7当中;当风速大于风机切入风速时,控制系统会根据风向确定风向区间,再根据风向区间把水分配至各相应水箱7中(把水视为可动荷载,分布于迎风面水箱中减小基础顶面的倾覆力矩),具体分配详情见图4和表1。The distribution of the water in the water tank 7 in the described
表1不同风向时水箱中水分布表Table 1 Distribution of water in the water tank in different wind directions
所述的主动调节系统4中马达8的抽水速率等于0.2~0.4m3/s,水在相邻的水箱7之间的运输时间为2~2.5分钟,相对水箱7之间水的传输时间在4分钟~6 分钟,相比较偏航系统的机舱转动速度0.5°/s,即上部风机机组(叶轮、机舱) 至少需要6分钟转动180°,下部主动调节系统有充分的时间完成水箱7中水的传递和分布。The water pumping rate of the motor 8 in the
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| CN116164151A (en) * | 2023-04-21 | 2023-05-26 | 东方电气集团东方电机有限公司 | Ball valve mounting structure and hydroelectric power generation system |
| CN116164151B (en) * | 2023-04-21 | 2023-07-18 | 东方电气集团东方电机有限公司 | Ball valve mounting structure and hydroelectric power generation system |
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