Pouring device for long-span prestressed concrete shell with cylindrical inner wall
A concrete and prestressed technology, which is applied to unloading devices, roofs using flat/curved panels, buildings, etc., can solve the problems of not meeting the accuracy requirements of components, uneven thickness of concrete inner walls, and large diameter of roller shafts
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Embodiment 1
[0042] Such as Figure 1~2 The inner wall shown is a cylindrical long-span prestressed concrete shell plate, with a curved flange plate 1, and a main rib 2 is provided at the center of the outer peripheral surface of the flange plate 1, and the main rib 2 is along the length direction of the flange plate 1 Setting, the flange plate 1 is a 1 / 3 circular arc plate; the cross section of the main rib 2 is trapezoidal, and the large end of the main rib 2 is connected with the flange plate 1; when the span of the flange plate 1 is <21m, the flange plate 1 Thickness h2 of end portion = central thickness h1 of flange plate 1 .
[0043] The inner steel strands 16 are concentratedly arranged in the main rib 2, and the inner steel strands 16 are under tension and the flange plate 1 is under compression, resisting the bending moment of the concrete shell.
[0044] Such as Figure 3-5 , Figures 9 to 11As shown, a pouring device for pouring the above-mentioned large-span prestressed conc...
Embodiment 2
[0056] The difference from Embodiment 1 is that when the span of the flange plate 1 is ≥ 21 m, the thickness h2 of the end of the flange plate 1 > the thickness h1 of the center of the flange plate 1 can prevent the upper end of the flange plate 1 from being unstable.
[0057] The side formwork unit in the pouring device is a square pipe with variable cross-section bent into an arc-shaped pipe, and the thickness h3 of the side formwork unit is consistent with the thickness direction of the flange plate.
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