China Megatro 230kv Ssjg Multi Circuir Tangent Steel Lattice Tower, Find details about China Megatro 230kv Mc Suspension Tower, 230kv Muti Circuit Overhead Towers from Megatro 230kv Ssjg Multi Circuir Tangent Steel Lattice Tower
Tower | 230KV SSJG Multi circuir tangent steel lattice 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) (7.8 m, 8 m, 8 m) |
(d) Tower height | - 18 m,21 m,23 m |
(Vertical distance between the lowest boom of cross-arm and the top of | |
concrete foundation) | |
(e) Steel | - St-37,St-52 according to DIN 17100 |
(f) Bolts | - St-3.6 or St-8.8 according to DIN 267 |
(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 | - 7 mm |
(j) Minimum thickness of stub member | - 8 mm |
(k) Minimum width of Angle Iron | - 35 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 28˚C | ||
Installing Condition | 25 | 10 | ||
Max. Conductor Temperature | 75 | 0 |
Type | ACSR Conductor (605 MCM, Duck) | Earth Wire (GJ-50) | ||
Structure (no./mm) | Aluminum | 53/2.68 | ||
Steel | 7/2.68 | 18/1.8 | ||
Outside Diameter | 23.21 | 8 | ||
Sectional Area (mm2) | Aluminum | 306.9 | ||
Steel | 39.79 | 50 | ||
Overall Section Area (mm2) | 335.59 | 50 | ||
Unit Weight (kg/km) | 1.159 | 0.383 | ||
Ultimate Strength (kN) | 101.5 | 59 | ||
Comprehensive Elastic Factor (N/mm2) | 70000 | 181300 | ||
Comprehensive Expansion Factor (1/C x 10E -5) | 19.3 | 11.5 | ||
20˚C Direct Current Resistance | 0.09323 | |||
Breaking Stress (N/mm2) | 278 | 1170 | ||
Actual Max. Stress (N/mm2) | 105 | 288 | ||
Everyday Operation Stress (N/mm2) | 51 | 190 | ||
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 | 70 |
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 | Tension Tower | |
2.0 | 2.0 | |
1.5 | 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) | 375 | |
(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 | 700 |
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 | 170 | |
>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 | 170 |
5.8 | 230 | 210 | |
6.8 | 300 | 230 | |
8.8 | 300 | 300 | |
Anchor bolts | Q235 | 160 | / |
Chinese 35 steel | 190 | / | |
Chinese 35 steel | 215 | / |