Usage: | Crossing Tower, Tension Tower, Angle Tower, Terminal Tower, Transposition Tower, Branching Tower, According to Client Requirements |
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Conductor Circuit: | Double Circuit |
Certification: | ISO, GS |
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Tower | 230KV Doule circuit Suspension steel pole tower |
(a) Type of Tower | - Hot dip galvanized Steel,Lattice Tower |
Horizontal phase configuration Twin Bundle | |
(b) Foundation | - Reinforced concrete foundation on stub angle |
(c ) Center to center distance | - (F,H,J) (8.5 m, 5 m, 5 m) |
(d) Tower height | - 15 m,21 m,30 m |
(Vertical distance between the lowest boom of cross-arm and the top of | |
concrete foundation) | |
(e) Steel | - St-38,St-52 according to DIN 18100 |
(f) Bolts | - St-3.6 or St-5.5 according to DIN 268 |
(g) Welding | - Shall be electric arc, according to DIN 3100 |
(h) Minimum thickness of web member | - 5 mm |
and nominal member | |
(i) Minimum thickness of Gussets | - 8 mm |
(j) Minimum thickness of stub member | - 5 mm |
(k) Minimum width of Angle Iron | - 30 mm |
(l) Minimum distance from | - According to UDE 021015.68 = 25d |
centre of bolt holes to the | ( d = diameter of hole) |
edge of any steel section |
Mainly Meteorological Data | ||||
Design Meteorological | Temperature (˚C) | Wind Velocity (m/s) | ||
Conditions | ||||
Max.Ambient Temperature | 35 | 0 | ||
Everyday Temperature | 28 | 0 | ||
Min. Temperature | 10 | 0 | ||
Max. wind | - | 35 at 20˚C | ||
Installing Condition | 25 | 10 | ||
Max. Conductor Temperature | 85 | 0 |
Type | ACSR Conductor (605 MCM, Duck) |
Earth Wire (GJ-50) |
||
Structure (no./mm) | Aluminum | 53/2.68 | ||
Steel | 8/2.68 | 18/1.8 | ||
Outside Diameter | 23.21 | 8 | ||
Sectional Area (mm2) | Aluminum | 306.0 | ||
Steel | 39.89 | 50 | ||
Overall Section Area (mm2) | 335.5 | 50 | ||
Unit Weight (kg/km) | 1.1590 | 0.383 | ||
Ultimate Strength (kN) | 101.5 | 59 | ||
Comprehensive Elastic Factor (N/mm2) | 80000 | 181300 | ||
Comprehensive Expansion Factor (1/C x 10E -5) | 19.3 | 11.5 | ||
20˚C Direct Current Resistance | 0.09323 | |||
Breaking Stress (N/mm2) | 288 | 1180 | ||
Actual Max. Stress (N/mm2) | 105 | 288 | ||
Everyday Operation Stress (N/mm2) | 51 | 160 | ||
Normalization | CSA-C39-1955 | GB1200-88 |
Type | XP-120 | ||
Height (mm) | 135 | ||
Disc diameter (mm) | 253 | ||
Leakage distance (mm) | 320 | ||
Marking of connection | 15 mmA | ||
Nominal electro-mechanical failing load (kN) | 120 | ||
Withstand voltage (kV) | Power Frequency | Dry | 80 |
Wet | 30 | ||
Lighting impulse | 110 | ||
Power frequency breakdown voltage (kV) | 110 |
The following broken wire condition shall be taken on the design of towers. | ||
Single Circuit Tower | ||
(i)Suspension Tower | : Any one phase conductor (twin | |
bundle) or one ground wire | ||
Broken at either side of the tower; | ||
(ii)Tension Tower | : Any one phase conductor (twin | |
bundle) and one ground wire | ||
(or) Any Two phase conductor | ||
Broken at either side of the tower; | ||
Factor of safety for loading | ||
Suspension Tower | ||
2.0 | ||
1.5 | ||
Maximum slenderness ratio | ||
(a) Tower legs,main compression members | 150 | |
in cross arms and earth wire peaks | ||
(b) Other compression members carrying | 200 | |
calculated stress | ||
(c ) Redundant members, | 250 | |
(d) Tension member of tower cross arms(hanger) | 385 | |
(e) All other tension members | 500 |
Tower Type | Deviation Angle | Wind Span | Weight Span |
Suspension | 0˚ | 300 | 500 |
Angle | 0˚ - 20˚ | 300 | 500 |
Angle | 20˚ - 30˚ | 350 | 800 |
Shielding Angle | |||
For Suspension Tower | - < 30 Deg | ||
For Angle & Terminal Tower | - < 35 Deg | ||
Max; working tension of conductor(EDS) | - < 22 % of UTS | ||
Max; working tension of conductor(Max; wind) | - < 30 % of UTS | ||
Earth wire Sag | - < 80 % of conductor Sag | ||
Galvanizing | - 610 g/m2 | ||
Normal Span | - 350 m |
Steel material | Anti-push, bending and press strength (N/mm2) | Anti-shear strength (N/mm2) |
|
Grade | Thickness or diameter (mm) | ||
Q235 Steel |
≤16 | 215 | 125 |
>16~30 | 205 | 120 | |
>30~60 | 200 | 115 | |
>60~100 | 190 | 110 | |
Q335 Steel |
≤16 | 310 | 180 |
>16~35 | 295 | 180 | |
>35~50 | 265 | 155 | |
>50~100 | 250 | 135 | |
Q320 Steel |
≤16 | 380 | 220 |
>16~35 | 360 | 210 | |
>35~50 | 330 | 195 | |
>50~100 | 325 | 185 | |
Q360 Steel |
≤16 | 315 | 230 |
>16~35 | 395 | 230 | |
>35~50 | 380 | 220 | |
>50~100 | 360 | 210 |
Item | Grade | Anti-push strength (N/mm2) | Anti-shear strength (N/mm2) |
Fastener for towers |
3.8 | 200 | 180 |
5.8 | 230 | 210 | |
6.8 | 300 | 230 | |
8.8 | 300 | 300 | |
Anchor bolts |
Q235 | 160 | / |
Chinese 35 steel | 190 | / | |
Chinese 35 steel | 215 | / |