161kV Overhead Transmission Line OHTL in Ghana
ZHM Metal Engineering Co., Ltd. has completed the design, fabrication, supply, and installation of a 161kV overhead transmission line (OHTL) in west Ghana Region. The project includes two line sections – Chirano (11.7 km) and Wassa (2.3 km) – located in the Western Region of Ghana, serving gold mine enclaves.
161kV Transmission Lines Distances and Connection Points
|
GP Substation Name ( New / Extension) |
Corresponding GRIDCo 161KV Substations |
Approximate Length(km) between Genser Sub and GRIDCo Sub |
|
Wassa 161kV Substation(New) |
Bogoso Substation- Wassa Akyepim Substation |
2.3km |
|
Chirano 161kV & 33KV Substation (New) |
Asawinso Subsation- Juaboso Substation |
11.7km |
In it’s route, there are angles of elevated value, close to 90degrees and two crossing of existing lines is also identified. OHTL lines begins and ends in the dead end towers.The lead-downs are outside of the scope of the present. The arrangements required for the final connection to the equipment at end end of the line. It’s proposed that the final lead-downs and connections between the overhead lines and switchgear at the substation will be provided by a three-core power cable, underground proposal.
Project Scope at a Glance
☼Conductor: Twin-bundle ACSR 300/40 (Aluminium Conductor Steel Reinforced)
☼Earth wires: One galvanized steel earth wire (JLB40A-150, 40% IACS) + one OPGW-24B1-150 (24 fibres)
☼Tower type: Steel lattice self-standing towers, hot-dip galvanized
☼Insulators: 70kN / 100kN / 120kN disc suspension and composite types
☼Earthing system: Horizontal radial with galvanised round steel (D12) and copper-bonded rods
Steel Lattice Towers – Fabrication & Erection
Erection method: Ground pre-assembly of sections using mobile cranes, followed by piecemeal lifting and bolt tightening. Bolts torque values were applied per diameter – e.g., M16 bolts at 80–90 N·m, M20 at 160 N·m. Anti-pilferage bolts were installed below 3m height. Tower plumb tolerance: ≤1/480 of height.
Foundation Works
Conductor & Earth Wire Stringing
Sag and tension followed equivalent span calculation, with creep compensation and pre-tensioning for 1 hour. Final sag tolerance: ±5% of design sag, and sag difference between phases ≤150mm.
Mid-span joints were avoided unless approved and located ≥25m from clamps, not crossing roads or live lines. Compression joints (hydraulic type) were used exclusively.
Insulator Strings & Fittings
❤Tension strings: U-shaped rings, extension rings, connecting plates, 100kN disc insulators, and hydraulic tension clamps (NY-300/40A).
❤Jumper strings: For angle towers, preformed suspension clamps with optional counterweights (FZC-10) to control wind deviation.
❤Earthing wire strings: Used UK-1290 hanging plates, parallel groove clamps (JB-3 for JLB40A-150), and grounding terminals.
All fittings complied with BS 3288, IEC 61284, and DIN/VDE 0212.
Earthing System
❤Horizontal ring-radial electrodes (D12 galvanised round steel)
❤Copper-bonded steel rods at tower extremities
❤Connection to each tower leg using M16 bolts/nuts/washers
❤Measured power frequency resistance per tower as per project table
OPGW earthing at substation gantries used special tension strings with grounding lugs (JDBG-150 or JLO-16OPGW).
Crossings & Protective Measures
Anti-Vibration Protection
❤ACSR 300/40: FD-5 dampers, distance 0.8–1.2m from clamp, quantity based on span (2 sets for 101–250m, 4 for 251–500m, 6 for 501–750m).
❤JLB40A-150: FD-3 dampers, same spacing rules.
❤OPGW-24B1-150: 4D-30-16.5 dampers with preformed armour rods.
Quality & Standards Compliance
Conclusion
For commercial andtechnical inquiries or collaboration, please contact our engineering department.

1 Ghana 161kV OHTL Construction Method Statement

1A Angle strain Straight Alignment Tower Family Selection

2 Chirano Wassa Power Transmission Line Gold Mines

3 Scalfold Section Cross Over Existing 11kV ECG Tower Pylons

4 Scalffold Netting Over 11kV Crossing 35KV Catenary Wires

5 Lattice Angle Tower Concrete Rebar Schedule Foundation

6 Tower Foundation Excavation Pedestal Blinder reinforcement

7 Anchor Bolts Formworks Template Plate Rebars Pedestal RC Pouring

8 Foundation Formworks Disassembly Backfilling Plinth width Eccentricity Measurement

9 RC composition Ratio Gravel Mixing Testing Bock Vibration Plinth

10 Copper Bonded Steel Rod Earthing Trench Tower Foots

11 Wiring Rod Grounding Earthing Rod

12 Trench Depth Earthing Wire Rod Weld CADweld

13 Earthing Grounding Inpsection Testing

14 Latticed Angle Tower Products Packing Marking

15 Latticed Angle Tower Crossarms Products Packing Marking

16 Chirano OHTL 2D1 SJ1 21M Straight Alignment Towers

16 Conduct Cable Coil Shipment

17 Wassa OHTL Tower Container Loading Shipment

18 Lattice Tower Steel Structure Erection Drawing

20 Bottom Column Footing Brackets Mounting Anchor Bolts

21 Twin Bundle Conduct ACSR JL G3A 300 LGJ

21-Twin-Bundle-Conduct-ACSR-JL-G3A-300-LGJ

22 Crossarm Tip Conduct Insulator Hanging Plate

23 Tension strain String Twin Bundle Conduct Disc Suspension Insulator

24 Substation Gantry Structure String Tension Suspension T Connector

25 Angle Strain Jumping Conduct treatment

26 Straight alignment Latticed Self standing towers

27 Earthing Wire String Details Angle Strain Tower Gantry Earthing Wire

28 Tower Break In Tie In Solution T Connection Pai Existing Tower Terminal

29 Antivibration Damper Installation FD 4D 30 OPGW Earthing Wire
Why ZHM Huawu Metal 161kV Overhead Transmission Line OHTL ?
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| Reliable and Customized Designs | Cutting Edge Designing Process | Free Online Price System | Easy Bolt-by-number Assembly |
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| Over Two Decades of Experience | Value For Money | Unmatched in Quality and Craftmanship | Excellent Customer Service |
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