An inner ring prestressed assembled uhpc tower section for wind power structures
A prestressed and assembled technology, applied in the installation/support of wind turbine configuration, wind power generation, etc., can solve the problems of cumbersome installation and easy local defects, and achieve good integrity, convenient prefabrication and transportation, and convenient operation Effect
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Embodiment 1
[0040] This embodiment discloses an inner ring prestressed assembled UHPC tower section for wind power structures, see figure 1 , the wind power structure is mainly composed of a wind power structure tower 1 , a wind turbine blade 6 and a wind turbine cabin 7 .
[0041] see figure 2 , the tower section 2 is a section of the wind power structure tower 1, including several tower section segments 3 and several prestressed components 5.
[0042] see Figure 3 to Figure 9, the tower section segment 3 is the section that the tower section 2 is equally divided along the perimeter of the cross section, and can be equally divided into 2, 4 or 8 pieces, and this example is selected to be divided into 4 pieces; the tower section Segment 3 includes tower section segment wall 301 , connecting key 302 , connecting groove 303 , anchoring pipe body 304 , perforated steel plate 401 , steel pipe channel 402 and steel connecting sheet 403 . The tower segment segment wall 301 is the tube wall...
Embodiment 2
[0060] The main structure of this embodiment is the same as that of Embodiment 1, further, see Figure 11 , the plurality of anchor pipes 304 on the concave side of the tower segment 3 can be poured into a whole vertically, and the prestressed size and arrangement quantity of the high-performance steel strand 501 can be calculated according to the engineering requirements, and then anchored A steel tube channel 402 is preset in the tube body 304 .
[0061] The integrally poured anchor pipe body 304 can reduce the difficulty of making the formwork of the precast concrete tower section segment 3 standard parts.
Embodiment 3
[0063] The main structure of this embodiment is the same as that of Embodiment 2, further, refer to Figure 12 , multiple groups of anchoring tubes 304 are evenly arranged along the circumferential direction on a single tower section segment 3 .
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