Prestressed stainless steel tube-concrete composite electric pole and preparation method thereof
A technology of stainless steel pipes and prestressed steel bars, which is applied in the field of electric poles, can solve the problems of heavy weight, poor corrosion resistance, and high brittleness of annular concrete poles, and achieve high rigidity, strong corrosion resistance, and good anti-collision and collapse performance Effect
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Embodiment 1
[0029] combine Figure 1~2 As shown, a K-grade prestressed stainless steel pipe-concrete composite pole with a slightly diameter of 190 mm and a length (L) of 10 m includes a stainless steel pipe 100 and a concrete layer 200 poured on the inner wall of the stainless steel pipe 100. The thickness t1 of the stainless steel pipe 100 is 0.5 mm, and the thickness t2 of the concrete layer 200 is 30 mm.
[0030] The stainless steel pipe 100 is reserved with two rows of reserved holes 110 with a diameter of 14 mm along the length direction. The spacing between the reserved holes 110 is 200 mm. The inner wall of the stainless steel pipe corresponding to the reserved holes 110 is welded with a stainless steel nut 210 with an inner diameter of 14 mm and a length of 30 mm. , in this embodiment, the nuts 210 pre-embedded in the concrete layer 200 are used to fix the ladder, and the ladder is connected with the nuts 210 reserved in the concrete layer 200 through connectors passing through t...
Embodiment 2
[0041] combine Figure 1~2 As shown, a K-grade prestressed stainless steel pipe-concrete composite pole with a slightly diameter of 190 mm and a length (L) of 10 m includes a stainless steel pipe 100 and a concrete layer 200 poured on the inner wall of the stainless steel pipe 100. The thickness t1 of the stainless steel pipe 100 is 1.5 mm, and the thickness t2 of the concrete layer 200 is 100 mm.
[0042] The stainless steel pipe 100 is reserved with two rows of reserved holes 110 with a diameter of 20 mm along the length direction. The spacing between the reserved holes 110 is 300 mm. The inner wall of the stainless steel pipe corresponding to the reserved holes 110 is welded with a stainless steel nut 210 with an inner diameter of 20 mm and a length of 100 mm. , in this embodiment, the nuts 210 pre-embedded in the concrete layer 200 are used to fix the ladder, and the ladder is connected with the nuts 210 reserved in the concrete layer 200 through connectors passing through...
Embodiment 3
[0053] combine Figure 1~2 As shown, a K-grade prestressed stainless steel pipe-concrete composite pole with a slightly diameter of 190 mm and a length (L) of 10 m includes a stainless steel pipe 100 and a concrete layer 200 poured on the inner wall of the stainless steel pipe 100. The thickness t1 of the stainless steel pipe 100 is 1.0 mm, and the thickness t2 of the concrete layer 200 is 65 mm.
[0054] The stainless steel pipe 100 is reserved with two rows of reserved holes 110 with a diameter of 17 mm along the length direction. The row spacing between the reserved holes 110 is 250 mm. The inner wall of the stainless steel pipe corresponding to the reserved holes 110 is welded with a stainless steel nut 210 with an inner diameter of 17 mm and a length of 65 mm. , in this embodiment, the nuts 210 pre-embedded in the concrete layer 200 are used to fix the ladder, and the ladder is connected with the nuts 210 reserved in the concrete layer 200 through connectors passing throu...
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