Line application
Identify the line type, intended use and associated equipment.
01 / TECHNICAL RESOURCES
Explore available telecom pole and tower data, or define the key conditions for a utility pole project.
| Parameter | 7 m specification | 9 m specification |
|---|---|---|
| Pole length | 7,000 mm | 9,000 mm |
| Cross-section | Regular hexagon | Regular hexagon |
| Across flats at top | 150 mm | 200 mm |
| Design wall thickness | ≥4.5 mm | ≥4.5 mm |
| Main material | Polyurethane / glass-fiber composite | Polyurethane / glass-fiber composite |
| Color | Customizable | Customizable |
| Mechanical grade | Grades c–h | Grades i–m |
| Standard test load | 1.25–2.50 kN | 2.50–6.00 kN |
| Standard test bending moment | 6.94–13.88 kN·m | 18.13–43.50 kN·m |
| Tensile strength | ≥60 MPa | ≥60 MPa |
| Tensile modulus | ≥2.5 GPa | ≥2.5 GPa |
| Elongation at break | ≥3% | ≥3% |
| Heat deflection temperature | ≥70 ℃ | ≥70 ℃ |
| Surface quality | Uniform surface; no exposed fibers | Uniform surface; no exposed fibers |
| End-face quality | No delamination or cracking | No delamination or cracking |
| Application environments | Plateau / coast / mountains; project-specific | Plateau / coast / mountains; project-specific |
These data apply to the existing 7 m / 9 m telecom pole brochure, not utility pole models. Final specifications are subject to actual test reports.
CTT-D0-H30-P
Filament-wound, three-section tower body. Measured material-level strengths:
| Parameter | Specification / value |
|---|---|
| Rated height | 30 m (customizable) |
| Main material | Glass-fiber reinforced polyurethane composite |
| Forming process | Filament winding |
| Color | White (customizable) |
| Section | Top outer dia. | Bottom outer dia. | Avg. wall thickness |
|---|---|---|---|
| Section 1 | 193 | 352 | ≥15 |
| Section 2 | 351 | 516 | ≥15 |
| Section 3 | 515 | 671 | ≥15 |
| Parameter | Specification / value |
|---|---|
| Axial tensile strength | >600 MPa |
| Axial compressive strength | >600 MPa |
| Axial flexural strength | >600 MPa |
| Surface resistivity | 3.0 × 10¹⁴ Ω |
| Barcol hardness | ≥50 Hba |
Values are taken from current product documentation. Final specifications and test results are governed by the official technical documents.
CTT-D0-H30-R
Segmented design for lighter transport and construction — for sites where equipment access is difficult and space is available for foundations and guy anchors.
| Parameter | Specification |
|---|---|
| Tower structure | Three-tube lattice guyed tower |
| Material | Glass-fiber reinforced polyurethane composite (GFRP) |
| Segment connection | Spigot (sleeve) connection |
| Segment length | 6 m |
| Segment weight | 42 kg |
| Construction | Staged loading, batch transport, on-site assembly |
| Parameter | Specification |
|---|---|
| Basic wind pressure | 0.45 kPa |
| Seismic design | Intensity 6; peak ground acceleration 0.05 g |
| Guy configuration | 15.0 m / 25.5 m; two tiers, three-way at 120° |
| Guy material | Φ12 mm steel wire rope; 1570 MPa |
| Antenna configuration | Two tiers, 3 per tier; ≤0.60 m² frontal area each |
| Antenna elevation / RRU | 28.75 m / 25.75 m; RRU not tower-mounted |
Segment length and weight follow confirmed product data and do not represent the full-tower or complete-component weight. Final schemes are subject to engineering design; contact us for detailed design bills of materials.
Use the project requirements to establish the technical design basis.
Identify the line type, intended use and associated equipment.
Define the target height, conductor arrangement, span and design loads.
Specify voltage level, insulation requirements and site conditions.
Describe foundations, transport access, crossarms and hardware.
Final utility pole specifications, service conditions and inspection requirements are governed by the project technical documents.
Prepare project requirementsDifferent structural forms require different specifications. This site lists the 7 m / 9 m telecom pole, 30 m tower (CTT-D0-H30-P) and 30 m guyed tower (CTT-D0-H30-R) specifications on separate tabs. Other tower types require assessment of equipment loads, structure and site conditions.
The available brochure supports color customization and illustrates mounting holes and internal cabling. The final section, hole locations and connections should be confirmed through project and structural design requirements.