CN106586846A - Hoisting equipment of wind power generating set and construction method thereof - Google Patents
Hoisting equipment of wind power generating set and construction method thereof Download PDFInfo
- Publication number
- CN106586846A CN106586846A CN201611145229.XA CN201611145229A CN106586846A CN 106586846 A CN106586846 A CN 106586846A CN 201611145229 A CN201611145229 A CN 201611145229A CN 106586846 A CN106586846 A CN 106586846A
- Authority
- CN
- China
- Prior art keywords
- tower
- lifting
- construction
- brake shoe
- wind power
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C19/00—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
- B66C19/02—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries collapsible
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C13/00—Other constructional features or details
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C5/00—Base supporting structures with legs
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Wind Motors (AREA)
Abstract
本发明提供一种风力发电机组的吊装设备及其施工方法,该吊装设备包括攀爬机构、抱紧闸瓦、起吊系统、支撑连杆和地面卷扬机;所述攀爬机构设在塔筒上且沿塔筒上下移动,用于将所述抱紧闸瓦从塔筒底部运送至塔筒顶部;所述地面卷扬机固接于地面,用于将所述起吊系统从塔筒底部提升至塔筒顶部;所述支撑连杆用于固定连接所述起吊系统与所述抱紧闸瓦。本发明的吊装设备可简化施工流程,避免或减少使用大型吊车,摆脱了对大型吊车设备的依赖,节约人力财力,节约设备使用成本,缩短施工周期,提高现场施工安全性,提高了安装与维护检修风电机组的便利性,有助于进一步促进风力发电技术的持续发展与实际应用。
The present invention provides a hoisting device for a wind power generating set and a construction method thereof. The hoisting device includes a climbing mechanism, a brake shoe, a hoisting system, a supporting link and a ground hoist; the climbing mechanism is arranged on a tower and Move up and down the tower to transport the brake shoes from the bottom of the tower to the top of the tower; the ground hoist is fixed on the ground and used to lift the lifting system from the bottom of the tower to the top of the tower ; The supporting link is used to fixedly connect the lifting system with the brake shoe. The hoisting equipment of the present invention can simplify the construction process, avoid or reduce the use of large cranes, get rid of the dependence on large crane equipment, save manpower and financial resources, save equipment use costs, shorten the construction period, improve the safety of on-site construction, and improve installation and maintenance. The convenience of overhauling wind turbines will help to further promote the sustainable development and practical application of wind power technology.
Description
技术领域technical field
本发明涉及风力发电机组的安装维护技术领域,更具体地,涉及一种风力发电机组的吊装设备及其施工方法。The present invention relates to the technical field of installation and maintenance of a wind power generating set, and more specifically, to a hoisting device for a wind generating set and a construction method thereof.
背景技术Background technique
目前风力发电场在安装塔筒、机舱、叶片等部件时,需要动用大型吊车,先逐节安装塔筒,然后安装机舱设备与叶片等。随着风电机组容量不断增大,风电塔筒的高度也不断增高,安装叶片与机舱内设备的工程量与难度也不断增加,尤其需要吊装高度越来越高的大型吊车。而风电场由于其选址的特殊地形地貌,类似大型吊车等重型设备到达风电场的难度也较大。而在风电机组的后续使用维护中,如需更换叶片或机舱内的发电机、变速器等部件。若同样利用大型履带吊车的传统施工方法,则存在人力财力耗费巨大、施工周期长及施工安全性差等明显缺点。针对传统施工方法与吊装设备存在诸如此类的不足之处,需要为风电机组安装维护而研究设计新型吊装设备及施工方法。At present, when installing towers, nacelles, blades and other components in wind farms, it is necessary to use large cranes to first install the towers section by section, and then install the nacelle equipment and blades. As the capacity of wind turbines continues to increase, the height of wind power towers is also increasing, and the amount and difficulty of installing blades and equipment in the nacelle is also increasing. In particular, large cranes with higher and higher hoisting heights are required. Due to the special topography of the wind farm site, it is also difficult for heavy equipment such as large cranes to reach the wind farm. In the subsequent use and maintenance of the wind turbine, if it is necessary to replace the blades or the generator, transmission and other components in the nacelle. If the traditional construction method of large crawler cranes is also used, there are obvious shortcomings such as huge human and financial resources, long construction period and poor construction safety. In view of the shortcomings of traditional construction methods and hoisting equipment, it is necessary to study and design new hoisting equipment and construction methods for the installation and maintenance of wind turbines.
发明内容Contents of the invention
本发明提供一种克服上述问题或者至少部分地解决上述问题的风力发电机组的吊装设备及其施工方法,该设备便于安装与后期维护检修,简化施工流程,节约设备使用成本,缩短施工周期,提高现场施工安全性。The present invention provides a hoisting device and construction method for a wind power generating set that overcomes the above problems or at least partially solves the above problems. On-site construction safety.
根据本发明的一个方面,提供一种风力发电机组的吊装设备,该设备包括攀爬机构、抱紧闸瓦、起吊系统、支撑连杆和地面卷扬机;所述攀爬机构设在塔筒上且沿塔筒上下移动,用于将所述抱紧闸瓦从塔筒底部运送至塔筒顶部;所述抱紧闸瓦在塔筒顶部由闸瓦连接螺栓连接形成圆筒形状抱紧塔筒顶部,依靠自身与塔筒表面之间的摩擦力,以及塔筒的锥形结构固定于塔筒顶部;所述地面卷扬机固接于地面,用于将所述起吊系统从塔筒底部提升至塔筒顶部;所述支撑连杆用于固定连接所述起吊系统与所述抱紧闸瓦,将所述起吊系统固定于塔筒顶部后,完成吊装平台的搭建工作,进一步实现叶片或机舱设备的安装与后期维护检修的吊装施工。According to one aspect of the present invention, a hoisting device for a wind power generating set is provided, which includes a climbing mechanism, a brake shoe, a lifting system, a supporting link and a ground winch; the climbing mechanism is arranged on the tower and Move up and down along the tower to transport the holding brake shoe from the bottom of the tower to the top of the tower; the holding brake shoe is connected by brake shoe connecting bolts at the top of the tower to form a cylindrical shape and hold the top of the tower , relying on the friction between itself and the surface of the tower, and the conical structure of the tower is fixed on the top of the tower; the ground hoist is fixed on the ground and is used to lift the lifting system from the bottom of the tower to the tower Top: the supporting link is used to fixedly connect the lifting system and the holding brake shoe. After fixing the lifting system on the top of the tower, the construction of the lifting platform is completed, and the installation of blades or cabin equipment is further realized. Hoisting construction and later maintenance and overhaul.
优选地,所述攀爬机构包括若干层夹紧臂与若干个升降器,其中包括一层处于放松状态的所述夹紧臂,以及至少二层处于夹紧状态的所述夹紧臂,以保证攀爬的安全性与可靠性;所述升降器位于所述攀爬机构的四角位置,用于提升处于放松状态的所述夹紧臂。所述夹紧臂依靠自身动力夹紧塔筒表面而产生摩擦力,所述升降器依次逐层将处于放松状态的夹紧臂提升一定高度,使攀爬机构逐步自塔筒底部爬升至顶部。Preferably, the climbing mechanism includes several layers of clamping arms and several lifters, including one layer of the clamping arms in a relaxed state, and at least two layers of the clamping arms in a clamped state, so as to To ensure the safety and reliability of climbing; the lifter is located at the four corners of the climbing mechanism and is used to lift the clamping arm in a relaxed state. The clamping arm relies on its own power to clamp the surface of the tower to generate friction, and the elevator lifts the relaxed clamping arm to a certain height layer by layer, so that the climbing mechanism gradually climbs from the bottom of the tower to the top.
优选地,所述攀爬机构上端设有供工人施工的环形平台,所述环形平台的周围设置有安全护栏,所述环形平台的中心位置设有若干个所述抱紧闸瓦。Preferably, the upper end of the climbing mechanism is provided with an annular platform for construction by workers, safety guardrails are provided around the annular platform, and several of the holding brake shoes are provided at the center of the annular platform.
优选地,所述抱紧闸瓦设有若干个,其内表面与塔筒顶部外表面的形状基本相同,以便两者相互贴合;所述抱紧闸瓦的外表面两侧边缘处布置有螺栓连接凸台,螺栓通过所述连接凸台将若干个所述抱紧闸瓦依次相连,形成圆筒形状抱紧塔筒顶部。所述抱紧闸瓦利用自身与塔筒表面之间的摩擦力,以及塔筒的锥形结构使其固定于塔筒顶部。Preferably, several brake shoes are provided, the inner surface of which is basically the same shape as the outer surface of the tower top, so that the two can fit each other; The bosses are connected by bolts, through which the bolts connect several of the holding brake shoes in sequence to form a cylindrical shape and hold the top of the tower. The clamping brake shoe is fixed on the top of the tower by utilizing the friction force between itself and the surface of the tower and the conical structure of the tower.
优选地,所述抱紧闸瓦外表面设有上支架与下支架,所述上支架设置有定滑轮和用于安装所述支撑连杆的上支撑销,所述下支架设置有用于安装所述支撑连杆的下支撑销。Preferably, the outer surface of the brake shoe is provided with an upper bracket and a lower bracket, the upper bracket is provided with a fixed pulley and an upper support pin for installing the supporting link, and the lower bracket is provided with a fixed pulley for installing the supporting link. The lower support pin of the above-mentioned support link.
优选地,所述起吊系统包括上层施工平台与下层施工平台,每层施工平台的边缘均设置有安全护栏。Preferably, the lifting system includes an upper construction platform and a lower construction platform, and safety guardrails are provided on the edges of each construction platform.
优选地,所述上层施工平台设有一套门式起重机和直线导轨,所述门式起重机在所述直线导轨上移动;所述上层施工平台的平台地面在机舱尾部方向设置一个缺口,便于门式起重机起吊重物。所述上层施工平台的平台地面设置有连通所述下层施工平台的安全门,施工工人可从所述安全门经爬梯进入到下层施工平台。Preferably, the upper construction platform is provided with a set of gantry cranes and linear guide rails, and the gantry cranes move on the linear guide rails; the platform ground of the upper construction platform is provided with a gap in the direction of the tail of the cabin, which is convenient for gantry cranes Crane lifts heavy loads. The platform ground of the upper construction platform is provided with a safety door connected to the lower construction platform, and construction workers can enter the lower construction platform through the safety door through a ladder.
优选地,所述上层施工平台和下层施工平台的中心位置分别设置有起吊上支架、起吊下支架和导向轮各若干个;所述起吊上支架与起吊下支架之间刚性连接为一整体;所述起吊上支架设置有起吊固定销与起吊上支撑销,所述起吊下支架设置有起吊下支撑销;所述起吊上支架的起吊固定销用于固连所述地面卷扬机的钢丝绳的一端,而起吊上支撑销用于连接支撑连杆;所述起吊下支架上的起吊下支撑销用于连接支撑连杆。所述导向轮在起吊系统上升过程中与塔筒表面接触,避免起吊系统与塔筒发生刮擦碰撞。Preferably, the central positions of the upper construction platform and the lower construction platform are respectively provided with a number of lifting upper brackets, lifting lower brackets and several guide wheels; the rigid connection between the lifting upper brackets and the lifting lower brackets is a whole; The lifting upper bracket is provided with a lifting fixing pin and a lifting upper support pin, and the lifting lower bracket is provided with a lifting lower supporting pin; the lifting fixing pin of the lifting upper bracket is used to securely connect one end of the wire rope of the ground winch, and The lifting upper supporting pin is used for connecting the supporting connecting rod; the lifting lower supporting pin on the lifting lower bracket is used for connecting the supporting connecting rod. The guide wheels are in contact with the surface of the tower during the lifting process of the hoisting system, so as to avoid scraping and collision between the hoisting system and the tower.
优选地,所述地面卷扬机设有若干台,均与地面固定连接;所述地面卷扬机的钢丝绳均绕过所述抱紧闸瓦的上支架的定滑轮,再连接至所述起吊系统的起吊上支架的起吊固定销。若干台所述地面卷扬机同步卷收钢丝绳,使所述起吊系统沿塔筒平稳上升而到达塔筒顶部。Preferably, there are several ground hoists, all of which are fixedly connected to the ground; the steel wire ropes of the ground hoists all go around the fixed pulleys of the upper bracket holding the brake shoe, and then connect to the hoist of the lifting system. Lifting pins for brackets. Several ground winches synchronously retract the steel wire rope, so that the hoisting system rises steadily along the tower to reach the top of the tower.
优选地,所述支撑连杆设的两端呈封闭环形结构,两端的环形结构用于连接所述抱紧闸瓦的上支架的上支撑销和所述起吊系统的起吊上支架的起吊上支撑销,以及连接所述抱紧闸瓦的下支架的下支撑销与所述起吊系统的起吊下支架的起吊下支撑销。在所述地面卷扬机将起吊系统上升至塔筒顶部后,所述若干个支撑连杆将所述抱紧闸瓦的上支架的上支撑销与所述起吊系统上支架的上支撑销刚性连接,同时将抱紧闸瓦下支架的下支撑销与起吊系统下支架的下支撑销刚性连接,将起吊系统固定于塔筒顶部位置。Preferably, the two ends of the support link are in a closed ring structure, and the ring structures at both ends are used to connect the upper support pin of the upper bracket holding the brake shoe and the lifting upper support of the lifting upper bracket of the lifting system. pin, and the lower support pin connecting the lower bracket of the brake shoe tightly with the lifting lower support pin of the lifting lower bracket of the lifting system. After the ground winch raises the lifting system to the top of the tower, the several support links rigidly connect the upper support pins of the upper bracket of the brake shoe with the upper support pins of the upper bracket of the lifting system, At the same time, rigidly connect the lower support pin of the lower support of the brake shoe with the lower support pin of the lower support of the lifting system, and fix the lifting system at the top of the tower.
根据本发明的另一个方面,提供一种风力发电机组的吊装设备的施工方法,该方法包括:According to another aspect of the present invention, a construction method for hoisting equipment of a wind power generating set is provided, the method comprising:
步骤1、将多个抱紧闸瓦与地面卷扬机的钢丝绳的一端分别固定于攀爬机构上,利用攀爬机构将所述抱紧闸瓦和钢丝绳的一端运送至塔筒顶部;Step 1. Fix a plurality of brake shoes and one end of the wire rope of the ground hoist to the climbing mechanism respectively, and use the climbing mechanism to transport the brake shoe and one end of the wire rope to the top of the tower;
步骤2、施工工人经塔筒内部爬梯爬至顶部,到达所述攀爬机构的环形平台,用螺栓将多个所述抱紧闸瓦依次相连,形成圆筒形状且抱紧塔筒顶部,成为起吊系统上升与固定的基础构件;Step 2. The construction workers climb to the top via the ladder inside the tower, and reach the annular platform of the climbing mechanism, and connect the multiple brake shoes in sequence with bolts to form a cylindrical shape and hold the top of the tower tightly. The hoisting system raises and fixes the basic components;
步骤3、施工工人将所述地面卷扬机的钢丝绳绕过所述抱紧闸瓦的上支架的定滑轮,随后返回塔筒内部;Step 3. The construction worker passes the steel wire rope of the ground hoist around the fixed pulley of the upper bracket holding the brake shoe, and then returns to the inside of the tower;
步骤4、将所述地面卷扬机的钢丝绳连接到起吊系统后,再同步卷收所述钢丝绳使所述起吊系统上升,在所述起吊系统上升过程中,其导向轮与塔筒接触;Step 4. After connecting the steel wire rope of the ground winch to the lifting system, the steel wire rope is retracted synchronously to raise the lifting system. During the lifting process of the lifting system, its guide wheel contacts the tower;
步骤5、所述起吊系统到达塔筒顶部后,施工工人到达起吊系统的上、下层施工平台,通过多个支撑连杆将抱紧闸瓦与起吊系统连接,使所述起吊系统固定于塔筒顶部;优选地,利用多个所述支撑连杆将所述抱紧闸瓦的上支架的上支撑销与所述起吊系统的起吊上支架的起吊上支撑销刚性连接,同时将抱紧闸瓦的下支架的下支撑销与起吊系统的起吊下支架的起吊下支撑销刚性连接,将所述起吊系统固定于塔筒顶部位置;Step 5. After the hoisting system reaches the top of the tower, construction workers arrive at the upper and lower construction platforms of the hoisting system, and connect the brake shoes with the hoisting system through a plurality of supporting links, so that the hoisting system is fixed on the tower Top; preferably, the upper support pin of the upper support bracket of the brake shoe is rigidly connected to the upper support pin of the upper support bracket of the lifting system by using a plurality of support links, and at the same time the brake shoe is held tightly The lower support pin of the lower bracket is rigidly connected with the lifting lower support pin of the lifting lower bracket of the lifting system, and the lifting system is fixed at the top of the tower;
步骤6、施工工人操作所述起吊系统上的门式起重机,吊装叶片或机舱设备,开展安装与维护检修施工;Step 6. Construction workers operate the gantry crane on the lifting system to lift the blades or cabin equipment, and carry out installation, maintenance and overhaul construction;
步骤7、施工完成后,依次拆卸掉多个所述支撑连杆,降下所述起吊系统,拆卸并回收所述抱紧闸瓦,在施工过程中,所述攀爬机构与起吊系统均处于水平状态,施工工人采取必要的安全措施。Step 7. After the construction is completed, disassemble a plurality of the supporting links in sequence, lower the lifting system, disassemble and recover the holding brake shoe. During the construction process, the climbing mechanism and the lifting system are both at the level State, construction workers take necessary safety measures.
本发明提出的风力发电机组的吊装设备固定在风电塔筒的顶部,利用塔筒自身高度进行吊装作业,与传统施工方式相比,避免或减少使用大型吊车,摆脱了对大型吊车设备的依赖,节约人力财力,经济性好,施工成本低,安全性好。本发明的吊装设备能满足风电机组叶片、轮毂、机舱设备等,采用模块化设计,可现场组装拆卸,灵活性强,明显提高了安装与维护检修风电机组的便利性,具备较高的实用价值。本发明可简化施工流程,节约设备使用成本,缩短施工周期,提高现场施工安全性,有助于进一步促进风力发电技术的持续发展与实际应用。The hoisting equipment of the wind power generating set proposed by the present invention is fixed on the top of the wind power tower, and the hoisting operation is carried out by using the height of the tower itself. Compared with the traditional construction method, the use of large cranes is avoided or reduced, and the dependence on large crane equipment is eliminated. It saves manpower and financial resources, has good economy, low construction cost and good safety. The hoisting equipment of the present invention can meet the needs of wind turbine blades, hubs, and engine room equipment, etc., adopts a modular design, can be assembled and disassembled on site, has strong flexibility, significantly improves the convenience of installation, maintenance and repair of wind turbines, and has high practical value . The invention can simplify the construction process, save the cost of equipment use, shorten the construction period, improve the safety of on-site construction, and help to further promote the sustainable development and practical application of wind power generation technology.
附图说明Description of drawings
图1是本发明实施例的起吊系统吊装机舱设备的示意图;Fig. 1 is the schematic diagram of the hoisting system hoisting cabin equipment of the embodiment of the present invention;
图2是本发明实施例的攀爬机构的结构示意图;Fig. 2 is the structural representation of the climbing mechanism of the embodiment of the present invention;
图3是本发明实施例的攀爬机构运送抱紧闸瓦与地面卷扬机钢丝绳的示意图;Fig. 3 is a schematic diagram of the climbing mechanism of the embodiment of the present invention transporting the brake shoe and the wire rope of the ground winch;
图4是本发明实施例的抱紧闸瓦的结构示意图;Fig. 4 is a schematic structural view of the brake shoe of the embodiment of the present invention;
图5是本发明实施例的抱紧闸瓦在塔筒顶部依次相连形成圆筒形状的示意图;Fig. 5 is a schematic diagram of the embodiment of the present invention, where the brake shoes are connected successively on the top of the tower to form a cylindrical shape;
图6是本发明实施例的起吊系统的结构示意图;Fig. 6 is a structural schematic diagram of a lifting system according to an embodiment of the present invention;
图7是本发明实施例的地面卷扬机经定滑轮提升起吊系统的示意图;Fig. 7 is a schematic diagram of a hoisting system for lifting a ground hoist via a fixed pulley according to an embodiment of the present invention;
图8是本发明实施例的支撑连杆的结构示意图;Fig. 8 is a structural schematic diagram of a support link according to an embodiment of the present invention;
图9是本发明实施例的起吊系统与抱紧闸瓦之间的支撑连杆连接方式的示意图。Fig. 9 is a schematic diagram of the connection mode of the support link between the lifting system and the brake shoe of the embodiment of the present invention.
附图标记:Reference signs:
1、地面,2、塔筒;1. Ground, 2. Tower;
100、攀爬机构,101、第1层夹紧臂,102、第2层夹紧臂,103、第3层夹紧臂,104、升降器,105、环形平台,106、安全护栏;100. Climbing mechanism, 101. Clamping arm of the first layer, 102. Clamping arm of the second layer, 103. Clamping arm of the third layer, 104. Lifter, 105. Ring platform, 106. Safety guardrail;
200、抱紧闸瓦,201、闸瓦本体,202、连接凸台,203、闸瓦连接螺栓,210、上支架,211、定滑轮,212、上支撑销,220、下支架,221、下支撑销;200. Hold brake shoe tightly, 201. Brake shoe body, 202. Connecting boss, 203. Brake shoe connecting bolt, 210. Upper bracket, 211. Fixed pulley, 212. Upper support pin, 220. Lower bracket, 221. Lower support pin;
300、起吊系统,310、上层施工平台,311、上安全护栏,312、直线导轨,313、安全门,314、爬梯,320、下层施工平台,321、下安全护栏,330、起吊上支架,331、起吊固定销,332、起吊上支撑销,340、起吊下支架,341、起吊下支撑销,350、门式起重机,351、卷扬机,360、导向轮;300, hoisting system, 310, upper construction platform, 311, upper safety guardrail, 312, linear guide rail, 313, safety door, 314, climbing ladder, 320, lower construction platform, 321, lower safety guardrail, 330, lifting upper bracket, 331, Lifting fixed pin, 332, lifting upper supporting pin, 340, lifting lower support, 341, lifting lower supporting pin, 350, gantry crane, 351, winch, 360, guide wheel;
400、支撑连杆,401、连杆本体,402、半圆件,403、端头连接螺栓;400, supporting connecting rod, 401, connecting rod body, 402, semicircular piece, 403, end connecting bolt;
500、地面卷扬机,501、钢丝绳。500, ground winch, 501, steel wire rope.
具体实施方式detailed description
下面结合附图和实施例,对本发明的具体实施方式作进一步详细描述。以下实施例用于说明本发明,但不用来限制本发明的范围。The specific implementation manners of the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.
在根据本申请的一个实施例中,提供一种风力发电机组的安装维护设备,该设备包括攀爬机构100、抱紧闸瓦200、起吊系统300、支撑连杆400和地面卷扬机500;所述攀爬机构100设在塔筒2上且沿塔筒2上下移动,用于将所述抱紧闸瓦200从塔筒2底部运送至塔筒2顶部;所述抱紧闸瓦200在塔筒2顶部由闸瓦连接螺栓203连接形成圆筒形状抱紧塔筒2顶部,依靠自身与塔筒2表面之间的摩擦力,以及塔筒2的锥形结构固定于塔筒2顶部;所述地面卷扬机500固接于地面,用于将所述起吊系统300从塔筒2底部提升至塔筒2顶部;所述支撑连杆400用于固定连接所述起吊系统300与所述抱紧闸瓦200,将所述起吊系统300固定于塔筒2顶部,完成吊装平台的搭建工作,进一步实现叶片或机舱设备的安装与后期维护检修的吊装施工。In one embodiment according to the present application, there is provided an installation and maintenance equipment for a wind power generating set, the equipment includes a climbing mechanism 100, a holding brake shoe 200, a lifting system 300, a supporting link 400 and a ground winch 500; The climbing mechanism 100 is arranged on the tower tube 2 and moves up and down along the tower tube 2, and is used to transport the clamping brake shoe 200 from the bottom of the tower tube 2 to the top of the tower tube 2; 2. The top is connected by brake shoe connecting bolts 203 to form a cylindrical shape to hold the top of the tower 2 tightly, relying on the friction between itself and the surface of the tower 2, and the conical structure of the tower 2 to be fixed on the top of the tower 2; The ground winch 500 is fixed on the ground, and is used to lift the lifting system 300 from the bottom of the tower 2 to the top of the tower 2; the support link 400 is used to fixedly connect the lifting system 300 and the holding brake shoe 200. Fix the hoisting system 300 on the top of the tower 2, complete the construction of the hoisting platform, and further realize the hoisting construction of the installation of blades or engine room equipment and subsequent maintenance and repair.
图1是本发明实施例的起吊系统吊装机舱设备的示意图,塔筒2安装固定在地面1上。FIG. 1 is a schematic diagram of a hoisting system for hoisting equipment in a nacelle according to an embodiment of the present invention. A tower 2 is installed and fixed on a ground 1 .
图2是本发明实施例的攀爬机构基本结构示意图。所述攀爬机构100由若干部分在施工现场组装而成,组装后的所述攀爬机构100主要包括第1层夹紧臂101、第2层夹紧臂102、第3层夹紧臂103、位于四角位置的升降器104、环形平台105和安全护栏106。所述第1层夹紧臂101与第2层夹紧臂102都处于夹紧塔筒2状态,所述第3层夹紧臂103则处于放松状态。所述升降器104将第3层夹紧臂103提升至靠近第2层夹紧臂102位置。所述第3层夹紧臂103依靠自身动力变成夹紧塔筒2状态,随后所述第2层夹紧臂102依靠自身动力变成放松状态。接着升降器104将第2层夹紧臂102提升至靠近第1层夹紧臂101位置。Fig. 2 is a schematic diagram of the basic structure of the climbing mechanism of the embodiment of the present invention. The climbing mechanism 100 is assembled from several parts at the construction site. The assembled climbing mechanism 100 mainly includes the clamping arm 101 of the first layer, the clamping arm 102 of the second layer, and the clamping arm 103 of the third layer. , a lifter 104, an annular platform 105 and a safety guardrail 106 located at the four corners. Both the clamping arm 101 of the first layer and the clamping arm 102 of the second layer are in the state of clamping the tower 2, and the clamping arm 103 of the third layer is in the state of loosening. The lifter 104 lifts the clamping arm 103 of the third layer to a position close to the clamping arm 102 of the second layer. The clamping arm 103 of the third layer becomes the state of clamping the tower tube 2 by its own power, and then the clamping arm 102 of the second layer becomes the relaxed state by its own power. Then the lifter 104 lifts the clamping arm 102 of the second layer to a position close to the clamping arm 101 of the first layer.
考虑到攀爬的安全性与可靠性,同时处于夹紧状态的夹紧臂的数量为2层。所述升降器104依次逐层将放松的夹紧臂提升一定高度,使攀爬机构逐步沿塔筒2爬升。Considering the safety and reliability of climbing, the number of clamping arms that are in the clamping state at the same time is 2 layers. The lifter 104 lifts the loosened clamping arm to a certain height layer by layer in sequence, so that the climbing mechanism climbs up the tower 2 step by step.
图3是本发明实施例的攀爬机构运送抱紧闸瓦与地面卷扬机钢丝绳的示意图。所述攀爬机构100的中心靠近塔筒2的中心位置放置6套所述抱紧闸瓦200,四周边缘位置挂上地面卷扬机500的钢丝绳501。所述攀爬机构100依照如图2所示的攀爬过程,逐步将抱紧闸瓦200与钢丝绳501运送至塔筒2的顶部。Fig. 3 is a schematic diagram of the climbing mechanism of the embodiment of the present invention transporting the brake shoe and the steel wire rope of the ground winch. The center of the climbing mechanism 100 is placed close to the center of the tower 2, and 6 sets of the brake shoes 200 are placed, and the wire ropes 501 of the ground winch 500 are hung on the surrounding edges. The climbing mechanism 100 transports the brake shoe 200 and the wire rope 501 to the top of the tower 2 step by step according to the climbing process shown in FIG. 2 .
图4是本发明实施例的抱紧闸瓦基本结构示意图。如图4所示,所述抱紧闸瓦200的闸瓦本体201内表面与塔筒2外表面接触,闸瓦本体201两侧边缘的数个连接凸台202上设有螺栓孔。所述闸瓦上支架210上的定滑轮211用于绕过地面卷扬机500的钢丝绳501,而所述闸瓦上支撑销212用于安装支撑连杆400,所述闸瓦下支架220上的闸瓦下支撑销221也用于连接支撑连杆400,支撑连杆400将抱紧闸瓦200与起吊系统300连接为一体。Fig. 4 is a schematic diagram of the basic structure of the brake shoe of the embodiment of the present invention. As shown in FIG. 4 , the inner surface of the brake shoe body 201 holding the brake shoe 200 is in contact with the outer surface of the tower 2 , and several connecting bosses 202 on both sides of the brake shoe body 201 are provided with bolt holes. The fixed pulley 211 on the upper bracket 210 of the brake shoe is used to bypass the wire rope 501 of the ground winch 500, and the upper support pin 212 of the brake shoe is used to install the support connecting rod 400, and the brake shoe on the lower bracket 220 of the brake shoe The support pin 221 under the shoe is also used to connect the support link 400, and the support link 400 connects the brake shoe 200 and the lifting system 300 as a whole.
图5是本发明实施例的抱紧闸瓦在塔筒顶部依次相连形成圆筒形状的示意图。如图5所示,所述攀爬机构100将抱紧闸瓦200运送至塔筒2的顶部后,所述抱紧闸瓦200的闸瓦本体201内表面与塔筒2外表面接触,闸瓦连接螺栓203经连接凸台202上的螺栓孔,将抱紧闸瓦200依次相连形成圆筒形状,紧靠在塔筒2的顶部。利用自身与塔筒2表面之间的摩擦力,以及塔筒2的锥形结构使其固定于塔筒2的顶部。Fig. 5 is a schematic diagram of the embodiment of the present invention in which the brake shoes are connected successively at the top of the tower to form a cylindrical shape. As shown in Figure 5, after the climbing mechanism 100 transports the tight-holding brake shoe 200 to the top of the tower 2, the inner surface of the brake shoe body 201 of the tight-holding brake shoe 200 contacts the outer surface of the tower 2, and the brake The shoe connecting bolts 203 connect the holding brake shoes 200 successively through the bolt holes on the connecting boss 202 to form a cylindrical shape, which is close to the top of the tower tube 2 . The frictional force between itself and the surface of the tower 2 and the tapered structure of the tower 2 make it fixed on the top of the tower 2 .
图6是本发明实施例的起吊系统基本结构示意图。如图6所示,所述起吊系统300由若干部分在施工现场组装而成,组装后的起吊系统为双层笼式框架结构。组装后的起吊系统包括上层施工平台310、下层施工平台320、起吊上支架330、起吊下支架340、上安全护栏311和下安全护栏321固连而形成的双层笼式框架结构,该结构具有强度高,刚度大的优点。Fig. 6 is a schematic diagram of the basic structure of the lifting system of the embodiment of the present invention. As shown in FIG. 6 , the lifting system 300 is assembled from several parts at the construction site, and the assembled lifting system has a double-layer cage frame structure. The assembled hoisting system includes a double-layer cage frame structure formed by connecting the upper construction platform 310, the lower construction platform 320, the upper hoisting bracket 330, the lower hoisting bracket 340, the upper safety guardrail 311 and the lower safety guardrail 321. The structure has The advantages of high strength and high rigidity.
所述上层施工平台310搭载一套门式起重机350,所述门式起重机350配置有一台卷扬机351,所述卷扬机351可在门式起重机350上移动,以便于定位吊装风电机组设备。所述上层施工平台310地面布置有直线导轨312,门式起重机350可在直线导轨312的导向作用下移动。从所述上层施工平台310打开安全门313,经爬梯314可到达下层施工平台320。所述起吊上支架330的起吊固定销331用于固连所述地面卷扬机500的钢丝绳501的一端,而起吊上支撑销332用于连接支撑连杆400。所述起吊下支架340上的起吊下支撑销341用于连接支撑连杆400。The upper construction platform 310 is equipped with a set of gantry crane 350, and the gantry crane 350 is equipped with a hoist 351, and the hoist 351 can move on the gantry crane 350 to facilitate positioning and hoisting of wind turbine equipment. The upper construction platform 310 is provided with a linear guide rail 312 on the ground, and the gantry crane 350 can move under the guidance of the linear guide rail 312 . The safety door 313 is opened from the upper construction platform 310 , and the lower construction platform 320 can be reached via the ladder 314 . The lifting fixing pin 331 of the lifting upper bracket 330 is used for fixing one end of the wire rope 501 of the ground winch 500 , and the lifting upper supporting pin 332 is used for connecting the supporting link 400 . The lower lifting support pin 341 on the lower lifting bracket 340 is used for connecting the supporting link 400 .
所述导向轮360沿上层施工平台310与下层施工平台320中心孔圆围呈均匀分布,在所述起吊系统300沿塔筒2上升过程中与塔筒2表面接触。The guide wheels 360 are evenly distributed along the center hole circles of the upper construction platform 310 and the lower construction platform 320 , and are in contact with the surface of the tower tube 2 when the lifting system 300 rises along the tower tube 2 .
图7是本发明实施例的地面卷扬机经定滑轮提升起吊系统的示意图。如图7所示,所述地面卷扬机500的钢丝绳501通过攀爬机构100运送至塔筒2的顶部后,绕过抱紧闸瓦200的闸瓦上支架210上的定滑轮211,伸到地面1。所述钢丝绳501与起吊系统300起吊上支架330的起吊固定销331固连。所述地面卷扬机500同步卷收钢丝绳501,平稳提升起吊系统300。Fig. 7 is a schematic diagram of a hoisting system for a ground hoist via a fixed pulley according to an embodiment of the present invention. As shown in Figure 7, after the wire rope 501 of the ground winch 500 is transported to the top of the tower 2 by the climbing mechanism 100, it goes around the fixed pulley 211 on the upper bracket 210 of the brake shoe holding the brake shoe 200, and extends to the ground. 1. The wire rope 501 is fixedly connected with the lifting fixing pin 331 of the lifting system 300 lifting the upper bracket 330 . The ground hoist 500 retracts the steel wire rope 501 synchronously, and lifts the hoisting system 300 smoothly.
图8是本发明实施例的支撑连杆基本结构示意图。如图8所示,所述支撑连杆400包括连杆本体401,半圆件402,以及端头连接螺栓403。所述半圆件402通过端头连接螺栓403固定于连杆本体401,在支撑连杆400的两端形成封闭圆形结构。Fig. 8 is a schematic diagram of the basic structure of the supporting link in the embodiment of the present invention. As shown in FIG. 8 , the supporting link 400 includes a link body 401 , a semicircular piece 402 , and a connecting bolt 403 at the end. The semi-circular member 402 is fixed to the connecting rod body 401 through the connecting bolt 403 at the end, forming a closed circular structure at both ends of the supporting connecting rod 400 .
图9是本发明实施例的起吊系统与抱紧闸瓦之间的支撑连杆连接方式的示意图。如图9所示,所述起吊系统300与抱紧闸瓦200的相对位置经地面卷扬机500卷收钢丝绳501调整合适后,所述支撑连杆400的两端分别刚性连接抱紧闸瓦200的上支架210的上支撑销212与起吊系统300的起吊上支架330的起吊上支撑销332,同时所述支撑连杆400还刚性连接抱紧闸瓦200下支架220的下支撑销221与起吊系统300起吊下支架340的起吊下支撑销341。所述两层若干根支撑连杆400将起吊系统300与抱紧闸瓦200刚性连接为一体,进一步地将起吊系统300与塔筒2顶部固连为一体,为所述起吊系统300的门式起重机350提供一稳定的施工支撑平台。Fig. 9 is a schematic diagram of the connection mode of the support link between the lifting system and the brake shoe of the embodiment of the present invention. As shown in Figure 9, after the relative position of the lifting system 300 and the holding brake shoe 200 is properly adjusted by the ground hoist 500 to retract the wire rope 501, the two ends of the support link 400 are rigidly connected to the holding brake shoe 200 respectively. The upper supporting pin 212 of the upper bracket 210 and the lifting upper supporting pin 332 of the lifting upper bracket 330 of the lifting system 300, and the supporting link 400 is also rigidly connected to the lower supporting pin 221 of the lower bracket 220 of the brake shoe 200 and the lifting system. 300 lifts the lower support pin 341 of the lower support 340. Several supporting links 400 on the two layers rigidly connect the hoisting system 300 and the brake shoe 200 as a whole, and further connect the hoisting system 300 and the top of the tower tube 2 into one body, which is the portal type of the hoisting system 300. Crane 350 provides a stable construction support platform.
在安装风电机组时,所述门式起重机350能够吊装机舱设备、叶片、轮毂等重物;在后期对风电机组进行维护检修时,所述门式起重机350能够将需要更换的吊装机舱设备、叶片、轮毂等重物吊至地面1,然后吊装新的吊装机舱设备、叶片、轮毂等至塔筒2顶部安装,顺利完成相关施工工作。When installing a wind turbine, the gantry crane 350 can hoist heavy objects such as nacelle equipment, blades, and hubs; Heavy objects such as hubs and hubs are hoisted to the ground 1, and then the new hoisting cabin equipment, blades, hubs, etc. are hoisted to the top of the tower tube 2 for installation, and related construction work is successfully completed.
上述的风力发电机组的吊装设备的施工方法,包括以下内容:The above-mentioned construction method of the hoisting equipment of the wind power generating set includes the following contents:
步骤1.将若干个抱紧闸瓦200与地面卷扬机500钢丝绳501的一端固定于攀爬机构100上,利用攀爬机构100运送至塔筒2顶部;Step 1. Fix several brake shoes 200 and one end of the wire rope 501 of the ground winch 500 on the climbing mechanism 100, and use the climbing mechanism 100 to transport them to the top of the tower 2;
步骤2.施工工人经塔筒2内部爬梯爬至顶部,到达攀爬机构100的环形平台105,用闸瓦连接螺栓203将抱紧闸瓦200依次相连,形成圆筒形状抱紧塔筒2顶部,成为起吊系统300上升与固定的基础构件;Step 2. Construction workers climb to the top via the ladder inside the tower tube 2, and reach the annular platform 105 of the climbing mechanism 100, and use the brake shoe connecting bolts 203 to connect the holding brake shoes 200 in sequence to form a cylindrical shape and hold the top of the tower tube 2 tightly. , to become the basic component for lifting and fixing the lifting system 300;
步骤3.施工工人将地面卷扬机500钢丝绳501绕过抱紧闸瓦200闸瓦上支架210的定滑轮211,随后返回塔筒内部;Step 3. The construction worker bypasses the fixed pulley 211 of the ground hoist 500 and the steel wire rope 501 holding the upper bracket 210 of the brake shoe 200 tightly, and then returns to the inside of the tower;
步骤4.将地面卷扬机500的钢丝绳501连接到起吊系统300后,再同步卷收钢丝绳501使起吊系统300上升,在起吊系统300上升过程中,其导向轮360与塔筒2表面接触;Step 4. After connecting the wire rope 501 of the ground winch 500 to the lifting system 300, the wire rope 501 is retracted synchronously to raise the lifting system 300. During the lifting process of the lifting system 300, its guide wheel 360 is in contact with the surface of the tower tube 2;
步骤5.起吊系统300到达塔筒2顶部后,施工工人到达起吊系统300的上层施工平台310和下层施工平台320,利用多个支撑连杆400将抱紧闸瓦200与起吊系统300连接为一体;优选为,利用多个所述支撑连杆400将所述抱紧闸瓦200的上支架210的支撑销212与所述起吊系统300的起吊上支架330的起吊上支撑销332刚性连接,同时将抱紧闸瓦200的下支架220的支撑销221与起吊系统300的起吊下支架340的起吊下支撑销341刚性连接,将起吊系统300固定于塔筒2顶部位置;Step 5. After the hoisting system 300 reaches the top of the tower tube 2, the construction workers reach the upper construction platform 310 and the lower construction platform 320 of the hoisting system 300, and use a plurality of supporting links 400 to connect the brake shoe 200 and the hoisting system 300 as a whole Preferably, the support pin 212 of the upper bracket 210 of the tight brake shoe 200 is rigidly connected to the lifting upper support pin 332 of the lifting upper bracket 330 of the lifting system 300 by using a plurality of the supporting links 400, and at the same time Rigidly connect the support pin 221 of the lower bracket 220 holding the brake shoe 200 to the lifting lower support pin 341 of the lifting lower bracket 340 of the lifting system 300, and fix the lifting system 300 on the top of the tower 2;
步骤6.施工工人操作门式起重机350,吊装叶片或机舱设备,开展安装与维护检修施工;Step 6. The construction workers operate the gantry crane 350, hoist the blades or cabin equipment, and carry out installation, maintenance and repair construction;
步骤7.施工完成后,依次拆卸掉多个支撑连杆400,降下起吊系统300,拆卸并回收抱紧闸瓦200;所述的施工过程中,攀爬机构100与起吊系统300均处于水平状态,施工工人采取必要的安全措施。Step 7. After the construction is completed, dismantle the multiple supporting links 400 in sequence, lower the hoisting system 300, disassemble and recover the holding brake shoe 200; during the construction process, the climbing mechanism 100 and the hoisting system 300 are both in a horizontal state , Construction workers take necessary safety measures.
最后,本申请的方法仅为较佳的实施方案,并非用于限定本发明的保护范围。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Finally, the method of the present application is only a preferred embodiment, and is not intended to limit the protection scope of the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611145229.XA CN106586846B (en) | 2016-12-13 | 2016-12-13 | The hanging device and its construction method of a kind of wind power generating set |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611145229.XA CN106586846B (en) | 2016-12-13 | 2016-12-13 | The hanging device and its construction method of a kind of wind power generating set |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106586846A true CN106586846A (en) | 2017-04-26 |
| CN106586846B CN106586846B (en) | 2018-05-11 |
Family
ID=58801087
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611145229.XA Expired - Fee Related CN106586846B (en) | 2016-12-13 | 2016-12-13 | The hanging device and its construction method of a kind of wind power generating set |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106586846B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107939301A (en) * | 2017-12-20 | 2018-04-20 | 平煤建工集团特殊凿井工程有限公司 | A kind of drilling tool assembles tower |
| CN108996405A (en) * | 2018-08-23 | 2018-12-14 | 上海峙狄机械设备有限公司 | Offshore wind farm unit key components and parts hanging method |
| CN110395672A (en) * | 2019-08-23 | 2019-11-01 | 贵州百事通建筑安装工程有限公司 | Antiaircraft gun billboard column construction cylinder Simple lifting device |
| CN111425356A (en) * | 2020-03-31 | 2020-07-17 | 青岛嘉恒新能源设备有限公司 | Splicing device for tower cylinders of wind driven generators |
| CN113007010A (en) * | 2021-03-19 | 2021-06-22 | 华仪风能有限公司 | Wind wheel blade installation auxiliary equipment and control method thereof |
| CN113966310A (en) * | 2019-05-02 | 2022-01-21 | 力富特Ip公司 | Jack-up crane system and method for lifting jack-up crane |
| CN114688194A (en) * | 2020-12-31 | 2022-07-01 | 北京金风科创风电设备有限公司 | Detachable damper and method for lifting and lowering the same |
| CN118992928A (en) * | 2024-10-23 | 2024-11-22 | 长垣市云明新能源科技有限公司 | Main shaft jacking equipment of wind driven generator and using method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200988745Y (en) * | 2006-12-30 | 2007-12-12 | 新疆风能有限责任公司 | Hoisting device for mounting wind power generator |
| CN101481069A (en) * | 2008-12-10 | 2009-07-15 | 三一电气有限责任公司 | Climbing device, climbing system, climbing lifting system and climbing method |
| CN102198914A (en) * | 2011-04-19 | 2011-09-28 | 岑益南 | Working platform for installing wind generating set |
| CN102701083A (en) * | 2012-06-12 | 2012-10-03 | 北京金风科创风电设备有限公司 | Special equipment and method for wind turbine parts replacement |
| EP2520792B1 (en) * | 2011-05-05 | 2013-09-11 | Siemens Aktiengesellschaft | Hoist system and method of providing a hoist system |
| CN203715100U (en) * | 2014-01-17 | 2014-07-16 | 北京金风科创风电设备有限公司 | Part replacement device and part replacement system of wind driven generator |
-
2016
- 2016-12-13 CN CN201611145229.XA patent/CN106586846B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN200988745Y (en) * | 2006-12-30 | 2007-12-12 | 新疆风能有限责任公司 | Hoisting device for mounting wind power generator |
| CN101481069A (en) * | 2008-12-10 | 2009-07-15 | 三一电气有限责任公司 | Climbing device, climbing system, climbing lifting system and climbing method |
| CN102198914A (en) * | 2011-04-19 | 2011-09-28 | 岑益南 | Working platform for installing wind generating set |
| EP2520792B1 (en) * | 2011-05-05 | 2013-09-11 | Siemens Aktiengesellschaft | Hoist system and method of providing a hoist system |
| CN102701083A (en) * | 2012-06-12 | 2012-10-03 | 北京金风科创风电设备有限公司 | Special equipment and method for wind turbine parts replacement |
| CN203715100U (en) * | 2014-01-17 | 2014-07-16 | 北京金风科创风电设备有限公司 | Part replacement device and part replacement system of wind driven generator |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107939301A (en) * | 2017-12-20 | 2018-04-20 | 平煤建工集团特殊凿井工程有限公司 | A kind of drilling tool assembles tower |
| CN107939301B (en) * | 2017-12-20 | 2024-04-19 | 平煤建工集团特殊凿井工程有限公司 | Drilling tool assembling tower |
| CN108996405A (en) * | 2018-08-23 | 2018-12-14 | 上海峙狄机械设备有限公司 | Offshore wind farm unit key components and parts hanging method |
| CN108996405B (en) * | 2018-08-23 | 2020-04-14 | 上海峙狄机械设备有限公司 | Hoisting method for key parts of offshore wind turbine generator |
| CN113966310B (en) * | 2019-05-02 | 2024-01-09 | 力富特Ip公司 | Self-lifting crane system and method for lifting self-lifting crane |
| CN113966310A (en) * | 2019-05-02 | 2022-01-21 | 力富特Ip公司 | Jack-up crane system and method for lifting jack-up crane |
| US12116249B2 (en) | 2019-05-02 | 2024-10-15 | Liftra Ip Aps | Self-hoisting crane system and method of hoisting a self-hoisting crane |
| CN110395672B (en) * | 2019-08-23 | 2024-04-05 | 贵州百事通建筑安装工程有限公司 | Simple lifting device for column construction column of antiaircraft gun billboard |
| CN110395672A (en) * | 2019-08-23 | 2019-11-01 | 贵州百事通建筑安装工程有限公司 | Antiaircraft gun billboard column construction cylinder Simple lifting device |
| CN111425356B (en) * | 2020-03-31 | 2021-12-10 | 青岛嘉恒新能源设备有限公司 | Splicing device for tower cylinders of wind driven generators |
| CN111425356A (en) * | 2020-03-31 | 2020-07-17 | 青岛嘉恒新能源设备有限公司 | Splicing device for tower cylinders of wind driven generators |
| CN114688194A (en) * | 2020-12-31 | 2022-07-01 | 北京金风科创风电设备有限公司 | Detachable damper and method for lifting and lowering the same |
| CN113007010A (en) * | 2021-03-19 | 2021-06-22 | 华仪风能有限公司 | Wind wheel blade installation auxiliary equipment and control method thereof |
| CN118992928A (en) * | 2024-10-23 | 2024-11-22 | 长垣市云明新能源科技有限公司 | Main shaft jacking equipment of wind driven generator and using method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106586846B (en) | 2018-05-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106586846B (en) | The hanging device and its construction method of a kind of wind power generating set | |
| JP6804634B2 (en) | Methods and equipment for maintenance of wind turbine components | |
| US11808250B2 (en) | Method and equipment for replacing wind turbine components | |
| CN102464273B (en) | Offshore fan installing platform and fan integral installation rotary holding and lifting mechanism | |
| US11795038B2 (en) | Cranes and methods for erecting a tower | |
| CN102639870B (en) | Wind turbines including lifts | |
| CN103807117B (en) | Gantry assembling system for wind turbine and method thereof | |
| CN106865422B (en) | A kind of folded truss arm hanging device for installation maintenance wind power generating set | |
| CN103318768B (en) | Assembling method of quayside with low posture | |
| CN206720599U (en) | A kind of folded truss arm hanging device for being used to install maintenance of wind powered generator group | |
| CN102628420B (en) | A wind turbine generator with a lifting device | |
| CN102701083B (en) | Method for replacing wind driven generator component by using special equipment | |
| US10119523B2 (en) | Method for moving wind turbine components and a transport system for moving wind turbine components | |
| CN103939299A (en) | Split type installation process for offshore wind turbine | |
| CN101774511A (en) | Climbing type hoist and using method thereof | |
| CN107476560B (en) | Wind power tower construction platform and method | |
| CN113445426A (en) | Construction device and construction method for upper bridge tower of cable-stayed bridge | |
| CN109592572A (en) | One kind being used for armored concrete wind-power tower construction equipment and construction method | |
| CN204752010U (en) | Wind power generation tower is from jacking translation hoist and mount system | |
| CN202729645U (en) | Tower crane with elevator | |
| CN114856922A (en) | Device for mounting wind power generation fan and tower drum and construction method thereof | |
| CN203529784U (en) | Wind power maintenance machine | |
| CN204281116U (en) | Wind power generation stepped leap self-crawling type translation loop wheel machine | |
| CN221027523U (en) | A machine platform for all-round maintenance of wind turbines | |
| WO2017166905A1 (en) | Tower type derrick and mounting method therefor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221201 Address after: 316000 China (Zhejiang) Pilot Free Trade Zone, Zhoushan City, Zhejiang Province Port Building 304-308, Majishan Port District, Shengsi County, Zhoushan City Patentee after: Zhejiang Xinzhenxin Offshore Engineering Co.,Ltd. Address before: No. 213B, Building 67, No. 14, Huayuan North Road, Haidian District, Beijing 100101 Patentee before: BEIJING SHIDAI TIANGONG TECHNOLOGY DEVELOPMENT CO.,LTD. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180511 |