Installation of new OHW structures involves complex coordination of foundations, mast erection, and wire installation. Production rates vary based on access, ground conditions, and system specifications. Modern installation methods and prefabricated components have improved efficiency, with some projects achieving up to 20-25 structures per week under optimal conditions.
Key Statistics:
- Average installation: 12-15 structures/week
- Typical span: 45-65m
- Foundation depth: 2.5-4m
- Mast height: 6-8m
- Best practice completion: 20-25/week
- Average cost: $40K-60K per structure
- Design life: 50 years
- System voltage: 1500V DC/25kV AC
AUSTRALIA REGION
| Location | Section | Structures | Type | Duration (weeks) | Rate (units/week) | Contractor | Cost ($M/km) | Source |
|---|---|---|---|---|---|---|---|---|
| Sydney | North Shore | 180 | Portal/STS | 16 | 12-15 | Laing O’Rourke | 2.2 | TfNSW |
| Melbourne | Sunbury | 220 | Cantilever | 18 | 14-16 | John Holland | 2.0 | MTM |
| Brisbane | Redcliffe | 160 | STS/Portal | 14 | 12-14 | CPB | 1.8 | QR |
| Perth | Forrestfield | 140 | Cantilever | 12 | 13-15 | Coleman Rail | 1.9 | PTA |
| Adelaide | Gawler | 120 | STS | 10 | 12-14 | Downer | 1.7 | DPTI |
Installation Phase Analysis:
- Foundation Works:
- Site preparation: 1 day/location
- Boring: 2-3 hours/foundation
- Reinforcement: 2-4 hours
- Concrete pour: 2-3 hours
- Curing: 7 days
- Mast Installation:
- Assembly: 2-3 hours/mast
- Erection: 1-2 hours/mast
- Alignment: 1 hour/mast
- Bolting: 1-2 hours/mast
- Wire Installation:
- Registration arm: 2-3 hours
- Catenary: 4-5 hours/span
- Contact wire: 3-4 hours/span
- Tensioning: 2-3 hours/span
Equipment Requirements:
- Foundation Works:
- Piling rig
- Concrete trucks
- Excavators
- Cranes (20-25T)
- Structure Installation:
- Mobile cranes (50-80T)
- EWPs
- Tool trucks
- Wire tensioning equipment
Note 1: Installation rates are indicative only.
Note 2: Rates vary based on:
- Access conditions
- Ground conditions
- Structure type
- System design
- Resource availability
Note 3: Cost calculation formula:
C = (BS × TF × CF × LF) + IC, where:
- BS = Base structure cost
- TF = Type factor
- CF = Complexity factor
- LF = Location factor
- IC = Installation constant
Influencing Factors:
- Track possession
- Ground conditions
- Access restrictions
- Weather impacts
- Material delivery
- Testing requirements
- Safety compliance
- Integration needs
INTERNATIONAL OHW STRUCTURE INSTALLATION EXAMPLES
UK REGION
| Location | Section | Structures | Type | Duration (weeks) | Rate (units/week) | Contractor | Cost ($M/km) | Source |
|---|---|---|---|---|---|---|---|---|
| GWML | Reading-Newbury | 280 | Series 1 | 20 | 14-16 | Amey/Balfour | 2.8 | Network Rail |
| ECML | Peterborough | 240 | Series 2 | 18 | 13-15 | Siemens | 2.6 | Network Rail |
| MML | Bedford | 200 | Portal | 16 | 12-14 | VolkerRail | 2.5 | Network Rail |
| Crossrail | West | 320 | Series 1 | 24 | 15-18 | Alstom | 3.0 | Crossrail Ltd |
EUROPEAN REGION
| Location | Section | Structures | Type | Duration (weeks) | Rate (units/week) | Contractor | Cost ($M/km) | Source |
|---|---|---|---|---|---|---|---|---|
| France | LGV Sud-Est | 400 | V350 | 24 | 18-20 | TSO | 3.2 | SNCF |
| Germany | Stuttgart-Ulm | 350 | Re330 | 20 | 17-19 | DB Bahnbau | 3.0 | Deutsche Bahn |
| Spain | Madrid-Valencia | 380 | C350 | 22 | 16-18 | ADIF | 2.8 | ADIF |
| Italy | Milan-Bologna | 360 | FS-H3 | 21 | 17-19 | RFI | 2.9 | RFI |
ASIAN REGION
| Location | Section | Structures | Type | Duration (weeks) | Rate (units/week) | Contractor | Cost ($M/km) | Source |
|---|---|---|---|---|---|---|---|---|
| Japan | Chuo Line | 450 | Type T | 25 | 20-22 | JR East | 3.5 | JR East |
| China | Beijing-Shanghai | 600 | CR-HT | 30 | 22-24 | China Railway | 3.2 | CRC |
| Korea | Gyeongbu Line | 320 | KR-350 | 18 | 18-20 | Korail | 3.0 | Korail |
| Taiwan | THSR | 280 | THSR-H | 16 | 17-19 | THSRC | 2.8 | THSRC |
Regional Technical Specifications:
High-Speed Lines (250-350 km/h):
- Structure Requirements:
- Deflection limit: <10mm
- Wind loading: up to 35m/s
- Temperature range: -20°C to +80°C
- Contact wire height: 5.3m ±20mm
- Installation Tolerances:
- Mast verticality: ±0.5°
- Registration arm: ±20mm
- Contact wire height: ±10mm
- Stagger: ±10mm
Conventional Lines:
- Structure Requirements:
- Deflection limit: <15mm
- Wind loading: up to 30m/s
- Temperature range: -15°C to +70°C
- Contact wire height: 4.7m ±30mm
Production Rate Analysis by Region:
Europe (High-Speed):
- Base rate: 16-18 units/week
- Foundation work: 8-10/day
- Mast erection: 6-8/day
- Wire installation: 400-500m/day
Asia (High-Speed):
- Base rate: 20-22 units/week
- Foundation work: 10-12/day
- Mast erection: 8-10/day
- Wire installation: 500-600m/day
Cost Breakdown by Region:
Europe:
- Materials: 45-50%
- Installation: 30-35%
- Testing: 10-15%
- Design: 5-10%
Asia:
- Materials: 40-45%
- Installation: 35-40%
- Testing: 10-15%
- Design: 5-10%
Quality Control Standards:
High-Speed Systems:
- Structure alignment: ±2mm
- Wire height: ±5mm
- Tension: ±5%
- Stagger: ±5mm
Conventional Systems:
- Structure alignment: ±5mm
- Wire height: ±10mm
- Tension: ±7%
- Stagger: ±10mm
Installation Equipment:
Heavy Duty:
- Foundation:
- Rotary boring rigs
- Concrete pumps
- Reinforcement cages
- Survey equipment
- Structure Installation:
- 100T mobile cranes
- 25m EWPs
- Wire running equipment
- Testing instruments
Note: All data subject to:
- Design specifications
- Local standards
- Site conditions
- Access restrictions
- Weather impacts
- Material availability
- Labor skills
- Testing requirements
Additional Considerations:
- EMC compliance
- Earthing systems
- Lightning protection
- Maintenance access
- Asset monitoring
- Environmental controls
- Interface management
- Safety systems
Other production rates – Indicative only
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