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- W4323664762 abstract "The stability of transmission tower bases is key to ensuring the safe operation of power lines. This paper proposes a joint displacement-control technique for foundation-inclined piles and prestressed foundation tie beams to address the problem of tower base displacement and durability degradation caused by environmental factors. A finite element model of an exposed-pile transmission tower conforming to the structural characteristics of the actual line tower was established based on the current situation of Tower 292 of the ±800 kV Tianzhong line in Xinjiang, China. Three different displacement-control schemes were analyzed under the combined effects of tower line load, ice-cover load, and wind load, including changing exposed pile height, changing inclined pile tilt angle, and increasing the prestressed foundation tie beam. The analysis shows that the combined displacement-control technology of foundation-inclined piles and prestressed foundation tie beams can reduce the horizontal displacement of EHV tower foundations by more than 50%, which greatly reduces safety problems caused by tower displacement and effectively improves tower durability." @default.
- W4323664762 created "2023-03-10" @default.
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- W4323664762 date "2023-03-08" @default.
- W4323664762 modified "2023-10-14" @default.
- W4323664762 title "Study of the Prevention Method of ±800 kV Transmission Tower Foundation Deviation" @default.
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- W4323664762 doi "https://doi.org/10.3390/en16062557" @default.
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