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4 Legs Angular Galvanized Lattice Telecom Steel Tower 30kph White Red Spraying Color
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xProduct Name | 4 Legs Angular Lattice Tower 30kph With White Red Spraying Color | Steel Structure | HDG Lattice Steel Tower |
---|---|---|---|
Material | Steel Q355B(GB/T 1591) | Hot-dip Galvanization | ISO 1461 2009, ASTM A123 |
Design Of Pole | Against Earthquake Of 8 Grade | Tension Strength (Mpa) | 360~510 |
Design Wind Speed | 80/220kph | Tower Type | 3 Legs 4 Legs Angular / Tubular |
Connection Type | Parts For Connection Or Installation Will Be Provided | Warranty | 10 Years |
Tower Lifespan | 50 Years | ||
High Light | Galvanized Lattice Telecom Steel Tower,4 Legs Angular Telecom Steel Tower,Telecom Steel Tower 30kph |
4 Legs Angular Galvanized Lattice Steel Towers 30kph With White Red Spraying Color
Feature of galvanized lattice steel towers:
Communication tower is a kind of signal transmission tower, also called signal transmission tower or signal tower, main function support signal, support for signal transmission antenna, used for mobile, Unicom, telecommunication, traffic satellite positioning system (GPS) and other communications departments.
Site One design, manufacture and install freestanding lattice towers and masts across the CHINA. Our Angle Steel or Tubular Steel Lattice Towers are typically used for broadcast, mobile, microwave, radar, wind measurement and wireless broadband. Choose from our standard solutions (up to 80m) or use our design to manufacture a bespoke solution. We offer full project management services from site acquisition & planning permission to foundations and installation. Our experienced team of managers, designers, fabricators, and installers will look after the entire process from start to finish.
Angular steel tower is made from individually bolted angle steel pieces, these Lattice towers and masts are ideally suited to larger towers. Angle steel is most commonly used for the construction of Electricity Transmission Towers.
Specification of galvanized lattice steel towers:
Material | Tubular Steel, Angle steel plates, Flat steel plate |
Steel Type | Weldable low carbon structural steel |
Steel Grade | GB Q235, Q345, BS 4360, ASTM A36 etc. |
Yield Strength | Fy≥235MPa |
Tensile Strength | Fu≥400MPa |
Elongation | σ≥20% |
Surface Finish | Hot dip galvanization |
Galvanized layer | T≥65μm |
Height | 20m to 100m, customized to requests |
Design | 4 legs self-supporting or free standing lattice tower |
Structure | 1 to 5 platforms, each platform comes with 4 to 6 brackets for mounting antennas or specified number of brackets for mounting antennas, microwaves, RRUs and other devices. |
Supply mode | CKD(Complete Knocked Down), SKD(Semi-Knocked Down), DKD(Direct Knocked Down) |
Fixing/Fastening | Bolts and nuts, connecting plates |
Configuration | Foundations/anchoring bolts, tower sections, 1-5 platforms (optional), mounting brackets, ladder, anti-fall safety system, lightning rod, earthing plate etc. |
Wind Load | 0.35-1.0kN/sqm |
Lifespan | 20-50 years |
Warranty | 5 years |
Applications | GSM/3G/4G/5G/FM radio antennas, microwaves, telecom stations. |
Steel Grade & Steel Elements:
- All structural angle sections, plates and other sections shall comply with relevant British Standards.
- Sections used in the fabrication of members shall be cut from single piece of material (no welded pieces).
- Grades of the steel to comply with BS EN 10025 Grade 275 JR/355 JR or equivalent ASTM
- Materials used in production of steel work shall be provided free from blisters, mill scale, laminations and other defects.
- The minimum yield and tensile strength of steel to be used for manufacture of steel work will be in accordance with the design calculations.
- Tower legs to be high grade steel and manufacturer shall identify clearly the grades of the steel in writing to the Employer.
- The necessary holes needed for the ground connection on the tower legs close to the base plates must be designed & drilled prior to galvanizing.
- Member usage allowed is maximum 85% in comp & Tension
- Climatic conditions should be considered while designing the Self-supporting Telecommunication Towers .