Usage: | Crossing Tower, Tension Tower, Angle Tower, Terminal Tower, Transposition Tower, Branching Tower, According to Client′s Technical Specification |
---|---|
Conductor Circuit: | Double Circuit |
Certification: | ISO, GS |
Suppliers with verified business licenses
Audited by an independent third-party inspection agency
Tower | 230KV 230NJSZ90 DC heavy angle tension and transmission 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,24 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-4.6 or St-8.8 according to DIN 267 |
(g) Welding | - Shall be electric arc, according to DIN 4100 |
(h) Minimum thickness of web member | - 5 mm |
and nominal member | |
(i) Minimum thickness of Gussets | - 7 mm |
(j) Minimum thickness of stub member | - 9 mm |
(k) Minimum width of Angle Iron | - 45 mm |
(l) Minimum distance from | - According to UDE 021015.69 = 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 | 45 | 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 | 54/2.69 | ||
Steel | 7/2.69 | 19/1.8 | ||
Outside Diameter | 24.21 | 9 | ||
Sectional Area (mm2) | Aluminum | 306.9 | ||
Steel | 39.79 | 50 | ||
Overall Section Area (mm2) | 346.69 | 50 | ||
Unit Weight (kg/km) | 1.159 | 0.384 | ||
Ultimate Strength (kN) | 101.6 | 59 | ||
Comprehensive Elastic Factor (N/mm2) | 70000 | 181300 | ||
Comprehensive Expansion Factor (1/C x 10E -6) | 19.3 | 11.5 | ||
20˚C Direct Current Resistance | 0.09423 | |||
Breaking Stress (N/mm2) | 278 | 1170 | ||
Actual Max. Stress (N/mm2) | 106 | 288 | ||
Everyday Operation Stress (N/mm2) | 61 | 190 | ||
Normalization | CSA-C49-1965 | GB1200-88 |
Type | XP-120 | ||
Height (mm) | 146 | ||
Disc diameter (mm) | 254 | ||
Leakage distance (mm) | 320 | ||
Marking of connection | 16 mmA | ||
Nominal electro-mechanical failing load (kN) | 120 | ||
Withstand voltage (kV) | Power Frequency | Dry | 70 |
Wet | 40 | ||
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˚ | 400 | 600 |
Angle | 0˚ - 20˚ | 400 | 600 |
Angle | 20˚ - 40˚ | 450 | 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) | - < 40 % 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 |
>16~40 | 205 | 120 | |
>40~60 | 200 | 115 | |
>60~100 | 190 | 110 | |
Q345 Steel |
≤16 | 310 | 180 |
>16~35 | 295 | 170 | |
>35~50 | 265 | 155 | |
>50~100 | 250 | 145 | |
Q420 Steel |
≤16 | 380 | 220 |
>16~35 | 360 | 210 | |
>35~50 | 340 | 195 | |
>50~100 | 325 | 185 | |
Q460 Steel |
≤16 | 415 | 240 |
>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 |
4.8 | 200 | 170 |
5.8 | 240 | 210 | |
6.8 | 300 | 240 | |
8.8 | 400 | 300 | |
Anchor bolts |
Q235 | 160 | / |
Chinese 35 steel | 190 | / | |
Chinese 45 steel | 215 | / |