Production technology of high-strength post-tensioned reinforced concrete electric pole and same
A technology of reinforced concrete and production technology, applied in the field of electric poles, can solve problems such as land occupation, shortage of land resources, and failure to achieve, and achieve the effects of large post-tensioning tension, best safety and reliability, and steel saving
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Embodiment 1
[0042] Embodiment 1: as Figure 1-Figure 5 As shown, the process of this embodiment is mainly used to produce the whole single rod, and the specific steps are as follows,
[0043] 1.1. Arrange a group of non-prestressed tendons distributed around its axis according to the size of the proposed pole (tip diameter ∮190mm, length 12m) and taper (1:75), and each non-prestressed tendon is relative to the axis of the proposed pole The taper is 1:75; then, on the inner side of the cage surrounded by non-prestressed tendons, a circle of inner steel hoops 6 (made by bending steel bars with a diameter of 6mm) is welded at an interval of 500mm along the axial direction of the cage, and The inner steel hoops 6 are coaxially arranged, and the inner steel hoops are welded within a range of one meter from both ends; a prestressed anchor steel plate 1 is installed coaxially at each end of the cage. In this example, the prestressed anchoring steel plate 1 adopts No. 45 steel, and is made throu...
Embodiment 2
[0054] Embodiment 2: as Figure 1-4 , Figure 6-10 As shown, the process of this embodiment is mainly used to produce ∮270mm×15m electric poles, which are spliced in the form of upper section 6m and lower section 9m. The specific steps are as follows:
[0055] 1.1. Arrange a group of non-prestressed tendons distributed around its axis according to the size and taper (1:75) of the proposed pole section. The taper of each non-prestressed tendon relative to the axis of the proposed pole section is 1:75 ; Then weld a circle of inner steel hoops 6 (made by bending steel bars with a diameter of 6mm) along the axial direction of the cage at the inside of the cage surrounded by each non-prestressed tendon, and each inner steel hoop 6 is Arranged coaxially, within a range of one meter from both ends, welding is carried out in the form of double inner steel hoops; and then a prestressed anchor steel plate 1 is coaxially installed at both ends of the cage. In this example, the prestr...
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Abstract
Description
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