This standard aims at the special working conditions of 35kV heavily iced overhead lines. On the basis of GB50061, it adds design specifications for medium ice area (10-20mm) and heavy ice area (≥20mm), and focuses on strengthening the following technical control points:
| Project | Medium Ice Zone | Heavy Ice Zone |
|---|---|---|
| Length of Tension Section | ≤5km | ≤3km |
| Wind Load Increase Factor B1 | 1.3 | 1.5-2.0 |
| Unbalanced Tension (Tension Tower Conductor) | 35-40% | 40-45% |
Liangshan Ruki Wind Farm Accident: In 2016, the N9 tower collapsed under the designed ice thickness of 20mm, and the actual ice coverage reached 33mm. After the disaster, it was renovated according to the 30mm standard. Key lessons:
New formula for calculating the number of insulators under icing conditions:
$$ N_b = \frac{V_m}{(k_h \times V_w) \times H} $$
Where V_w needs to take into account the voltage gradient decrease effect of the insulator string after icing. It is recommended to use a correction factor of k_h=1.1-1.3 in Sichuan's high altitude areas.
The standard value of icing wind load adopts a three-layer calculation system:
| Conductor load | $$ W_x = \alpha W_0 \mu_z \mu_{sc} B_1 d L_p \sin^2\theta $$ |
| Insulator string load | $$ W_I = W_0 \mu_z B_1 A_I $$ |
| Tower load | $$ W_s = W_0 \mu_z \mu_s \beta_z B_2 A_s $$ |
Note: class=instrument>B2 coefficient needs to be determined according to the ice thickness (15mm is 1.6, 20mm is 1.8, >20mm is 2.0-2.5)

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