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    • 3. 发明申请
    • METHOD OF LIFTING A WIND TURBINE NACELLE
    • 提升风力涡轮机的方法
    • WO2010055142A3
    • 2010-12-23
    • PCT/EP2009065167
    • 2009-11-13
    • VESTAS WIND SYS ASSTORGAARD PEDERSEN GUNNAR K
    • STORGAARD PEDERSEN GUNNAR K
    • F03D1/00
    • F03D13/10F05B2230/61Y02E10/726Y02P70/523Y10T29/49316Y10T29/4932Y10T29/49321Y10T29/49631Y10T29/49826Y10T29/53978
    • This invention relates to a method of lifting a wind turbine nacelle (1), the method comprising: arranging a first and second anchoring point (2,3) on each of two opposing sides of the nacelle (1), the first point (2) of each side being arranged below the centre of gravity (4) of the nacelle (1) and the second point (3) of each side being arranged above the centre of gravity (4), wherein one of said first and second anchoring point (2,3) of each side is immovably arranged, and wherein the other one of said first and second anchoring point (2,3) of each side is movably arranged; interconnecting said first and second anchoring point (2,3) on respective side of the nacelle (1) by means of one connecting element (5) per each of the two sides; connecting each of said connecting elements (5) to a hoisting means (11); adjusting the position of each of the movable anchoring points such that each of the connecting elements (5) is vertically aligned when lifting the nacelle (1) by the hoisting means (11).
    • 本发明涉及一种提升风力涡轮机舱(1)的方法,所述方法包括:在所述机舱(1)的两个相对侧的每一侧上布置第一和第二锚固点(2,3),所述第一点(2) )布置在机舱(1)的重心(4)的下方,并且每一侧的第二点(3)布置在重心(4)的上方,其中所述第一和第二锚固点 (2,3)不可移动地布置,并且其中每一侧的所述第一和第二锚定点(2,3)中的另一个可移动地布置; 通过每个两侧的一个连接元件(5)将所述第一和第二固定点(2,3)互相连接在所述机舱(1)的相应侧上; 将每个所述连接元件(5)连接到提升装置(11)上; 调节每个可移动锚固点的位置,使得当通过提升装置(11)提升机舱时,每个连接元件(5)都垂直对齐。
    • 6. 发明申请
    • TOWER PRODUCTION METHOD
    • 塔式生产方法
    • WO2012146317A1
    • 2012-11-01
    • PCT/EP2011/058768
    • 2011-05-27
    • UZTEK ENDUSTRI TESISLERI INSAAT IMALAT VE MONTAJ SANAYI VE TICARET LIMITED SIRKETIUNAN, Cevdet
    • UNAN, Cevdet
    • B21C37/18F03D1/00F03D11/00
    • B21C47/02B21C37/122B21C37/124B21C37/126B21C37/15B21C37/185Y10T29/49631Y10T29/49826
    • A tower (C) production method is developed with the present invention, comprising a first production stage including the steps of unrolling and bringing into a planar state a sheet metal (B) wound around a coil (A); bending the planar sheet metal (B) at the lateral direction at varying bending radii (d); and winding the bent sheet metal (Β') into a conical coil (Α'), as well as a final production stage yielding the tower and including the steps of feeding the sheet metal (Β') unwound from the conical coil (Α') to at least one winding machine (8), and bending and winding the bent sheet metal (Β') in the winding machine around a central bending axis (T) parallel to one surface (B1) thereof so that a defined initial winding radius and the angle between a longer edge (B3) thereof and the axis (T) are kept constant and the longer edge (B3) of the sheet metal is joined over itself.
    • 利用本发明开发了一种塔(C)制造方法,包括:第一制造阶段,包括使卷绕在线圈(A)上的金属片(B)展开并呈平面状态的步骤; 在变化的弯曲半径(d)下在横向弯曲平面金属片(B); 并将弯曲的金属板(α')卷绕成锥形线圈(α'),以及最终生产阶段产生塔架,并且包括以下步骤:将从锥形线圈(α')退绕的金属板('') )到至少一个绕线机(8),并且绕着绕线机中的弯曲金属板(α')绕平行于其一个表面(B1)的中心弯曲轴线(T)弯曲和卷绕,使得限定的初始绕组半径 并且其长边缘(B3)与轴线(T)之间的角度保持恒定,并且金属片材的较长边缘(B3)自身接合。
    • 9. 发明申请
    • POUR DIVERTER AND METHOD FOR FORMING MONITORED CONCRETE PILINGS
    • POUR DIVERTER和形成监测混凝土桩的方法
    • WO2007075402A2
    • 2007-07-05
    • PCT/US2006047888
    • 2006-12-15
    • SMART STRUCTURES INCHECHT KURT
    • HECHT KURT
    • B21B1/46B21K23/00B23P17/00B23P25/00
    • G01N1/2035B28B13/02B28B13/028B28B23/18E02D5/30G01N33/383Y10T29/49616Y10T29/49631Y10T29/49632Y10T29/49885Y10T29/49888Y10T29/4998Y10T29/49982
    • A method for casting monitored pilings and a pour diverter used in connection with the method is provided. The method includes positioning a plurality of pile strands in a form, and then connecting a suspension assembly having at least one sensor to at least one of the pile strands so that the at least one sensor is located in a piling core area. A pour diverter, having a generally V-shaped configuration, is positioned over the suspension assembly. Concrete is poured into the form over the pour diverter so that a flow of the concrete into the form is split and flows down on either side of the suspension assembly until the at least one sensor is covered. The pour diverter is then removed to finish the casting. Preferably, provisions are provided on the pour diverter for holding or covering an antenna assembly during the pour, prior to it being placed into the concrete forming the piling.
    • 提供了一种用于铸造监测的桩的方法和与该方法结合使用的浇注分流器。 该方法包括以一种形式定位多根绒头股,然后将具有至少一个传感器的悬挂组件连接到至少一根绒头股,使得至少一个传感器位于打桩核心区域中。 具有大致V形构造的倾倒式转向器位于悬架组件的上方。 将混凝土浇注在浇注分流器上的形式中,使得混凝土流入形式被分裂并在悬挂组件的任一侧向下流动,直到至少一个传感器被覆盖。 然后卸下浇注分流器以完成浇铸。 优选地,在倾倒式转向器中设置用于在倾倒期间将天线组件保持或覆盖之前,在将其放入形成桩的混凝土之前。