Model NO.: MGp-66kv-66C03-SZ1-18
Structure: as Per Client Requirements and Data
We Can Design by Pls&Tower Software: as Per Client Requirements and Data
Accessories 1: Tower Foundation
Accessories 2: Tower Fitting
Accessories 3: Lightning Rod
Accessories 4: Aviation Light
Accessories 5: Conductor
Accessories 6: Cable
Accessories 7: Insulator
Trademark: MEGATRO
Transport Package: Export Standard Package
Specification: AS PER CLIENTS
Origin: Shandong, China
HS Code: 73082000
Model NO.: MGp-66kv-66C03-SZ1-18
Structure: as Per Client Requirements and Data
We Can Design by Pls&Tower Software: as Per Client Requirements and Data
Accessories 1: Tower Foundation
Accessories 2: Tower Fitting
Accessories 3: Lightning Rod
Accessories 4: Aviation Light
Accessories 5: Conductor
Accessories 6: Cable
Accessories 7: Insulator
Trademark: MEGATRO
Transport Package: Export Standard Package
Specification: AS PER CLIENTS
Origin: Shandong, China
HS Code: 73082000
MEGATRO 66KV 66C03-SZ1-18 DC tangent steel monopole This photo refers to our 66KV 66C03-SZ1-18 DC tangent steel monopole, it is widely used in our Chinese market. Some of technical features of this tower as follow:
1 climate condition
Item | Temperature (ºC) | Wind speed (m/s) | Ice thickness (mm) |
Max. temperature | 40 | 0 | 0 |
Mini. temperature | -40 | 0 | 0 |
Ice thickness | -5 | 10 | 10 |
Basic wind speed | -5 | 30 | 0 |
Installation condition | -15 | 10 | 0 |
Annual temperature | -5 | 0 | 0 |
Lightning overvoltage | 15 | 10 | 0 |
Operation overvoltage | -5 | 15 | 0 |
Hot-line work | 15 | 10 | 0 |
2 type and force of conductor and OPGW
Power voltage |
66KV 66C03-SZ1-18 |
Conductor type |
LGJ-240/30 |
Max. operation Tension force (KN/phase) |
9453 |
Un-balance Stress value(%) |
40 |
OPGW Type |
GJ-50 |
Max. operation Tension force (KN/pc) |
5543 |
Un-balance Stress value(%) |
20 Â |
Item  |
Horizontal span (m) |
Vertical Span (m) |
Representative Span (m) |
Angle º |
Height (m) |
KV Â |
data | 120 | 150 | 120 | 0-3 | 30 | 0.8 |
Site condition |
Normal operation condition | Accident condition |
Installation condition |
||||||
Basic wind speed | Ice | Mini. temperature | Non-broken | broken | |||||
Climate condition (t/v/b) |
-5/30/0 | -5/10/10 | -40/0/0 | --0//0/0 | --/0/0 | -15/10/0 | |||
Horizontal loading | conductor | 1084 | 524 | Â | Â | Â | 225 | ||
Insulator Power fitting | 165 | 21 | Â | Â | Â | 16 | |||
Jump & string | Â | Â | Â | Â | Â | Â | |||
OPGW | 766 | 365 | Â | Â | Â | Â | |||
Vertical loading  |
conductor | 1628 | 3468 | 1628 | 1628 | 1628 | 1628 | ||
Insulator Power fitting | 918 | 1079 | 918 | 918 | 918 | 918 | |||
Jump & string | Â | Â | Â | Â | Â | Â | |||
OPGW | 748 | 1854 | 748 | 748 | 748 | 748 | |||
Stress force | conductor | One side |  |  |  |  |  |  | |
The other side | Â | Â | Â | Â | Â | Â | |||
Stress differences | 0 | 1214 | 1214 | Â | Â | Â | |||
OPGW | One side | Â | Â | Â | Â | 1164 | Â | ||
The other side | Â | Â | Â | Â | 0 | Â | |||
Stress differences | Â | Â | Â | Â | 1164 | Â | |||
 |  |  |  |  |  |  |  |  |  |
5 Foundation distance size
Nominal Height (m) |
Foundation distance (mm) | Anchor bolt | ||||
Front distance |
Side distance |
Front distance |
Side distance |
Material | ||
12 | 578 | Â | Â | Â | Â | |
15 | 630 | Â | Â | Â | ||
18 | 680 | Â | Â | Â | ||
2 | 736 | Â | Â | Â | ||
24 | 789 | Â | Â | Â | Â | |
27 | 841 | Â | Â | Â | Â | |
30 | 897 | Â | Â | Â | Â | |
 |  |  |  |  |  |  |
6 Foundation force
Nominal Height (m) |
Horizontal force | Vertical force | Max. bending |
12 | 25 | 34 | 349 |
15 | 26 | 37 | 435 |
18 | 29 | 44 | 677 |
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