Production process of high-strength built-in post-tensioning reinforced concrete electric pole and electric pole
A technology of reinforced concrete and production process, applied in the field of electric poles, can solve problems such as limited diameter of steel strands, and achieve the effects of saving labor costs, reducing welding procedures, and reducing overall costs
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Embodiment 1
[0071] Such as Figure 1-12 and Figure 25 As shown, a production process of a high-strength built-in post-tensioned reinforced concrete pole is used to produce a whole single pole, the single pole is ∮190mm×15m, and the taper of the pole body 32 is 1:75, including the following steps:
[0072] 1.1. Evenly weld 8 main ribs 6 on the inner side of the steel ring 5 at the tip of the pole. The main ribs 6 are HRB500 ordinary steel bars with a size of ∮16mm×14.8m. When welding, the main ribs 6 and the steel ring 5 end faces There is enough thickness for the backing plate to be embedded in the tension end composite anchor 2, and the tension end composite anchor 2 is arranged at one end of the main reinforcement 6.
[0073] 1.2. Arrange the stand rings evenly in the main ribs 6 at intervals of 1000mm along the axial direction. The stand rings are welded together by the outer frame stand ring 10 and the inner frame stand ring 34 through the equally divided connecting steel bars 35 to...
Embodiment 2
[0094] Embodiment 2: as Figure 13-23 As described above, a production process for high-strength built-in post-tensioned reinforced concrete poles is used to produce segmented poles, specifically for the production of ∮230mm×18m segmented poles, which consist of 9m upper section poles and 9m The lower pole is composed. The upper section is ∮230mm×9m, the lower section is ∮350mm×9m, and the taper of the pole body 32 of the two poles is 1:75, including the following steps:
[0095] 2.1. Evenly weld 10 main ribs 6 on the inside of the steel ring 5 at the tip of the pole. The main ribs 6 are HRB500 ordinary steel bars with a size of ∮16mm×8.8m. When welding, the main ribs 6 and the steel ring 5 at the tip Between the end faces, the thickness of the backing plate embedded in the tension end combination anchor 2 is reserved, and the tension end combination anchor 2 is arranged on one end of the main reinforcement 6; for the upper section of the pole, the root of the pole is also we...
Embodiment 3
[0108] Embodiment 3: as Figure 22-24 As described above, a production process for high-strength built-in post-tensioned reinforced concrete poles is used to produce segmented poles, specifically for the production of ∮230mm×27m segmented poles, consisting of a 9m upper segment pole, a 9m The middle pole and the 9m lower pole are composed. The upper section is ∮230mm×9m, the middle section is ∮350mm×9m, and the lower section is ∮350mm×9m. The taper of the pole body 32 of the three poles is 1:75, including the following steps:
[0109] 3.1. Evenly weld 16 main ribs 6 on the inner side of the steel ring 5 at the tip of the pole. The main ribs 6 are HRB500 ordinary steel bars with a size of ∮16mm×8.8m. When welding, the main ribs 6 and the steel ring 5 at the tip Between the end faces, there is a thickness of the backing plate embedded in the tension end combination anchor 2, and the tension end combination anchor 2 is arranged at one end of the main rib 6; for the upper pole an...
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Abstract
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