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| Standard: | ANSI/TIA-222-G/H/F, EN 1991-1-4 & EN 1993-3-1 | Certification: | ISO9001:2008 SGS COC |
|---|---|---|---|
| Galvanizing Standard: | ASTM A123/ ISO 1461 | Nuts & Bolts: | Grade 8.8/6.8/4.8;DIN7990, DIN931, DIN933;ISO4032, ISO4034 |
| Model Number: | 3 Legs Angular Tower | Product Name: | 3 Legs Angle Communication Tower Galvanized Steel 30m Anti Rust 5G Signal Outdoor Urban Coverage |
| Material: | Steel Angle Q235B Q355B Q420B | Height: | Customizable (typically 10m To 60m) |
| Wind Speed: | 0-180 Km/h | Color: | Sliver Or RAL Color Stardand,customized |
| Life Time: | More Than 25 Years | Structure: | Angular Steel Lattice |
| Application: | Telecommunication, Power Transmission, Broadcasting | Numberoflegs: | 3 |
| Structure Type: | Angular | Surface Treatment: | Painting |
| Platform Load: | Up To 3 Platforms | Hod Surface: | Hot Dip Galvanizing |
| Basetype: | Concrete Foundation | Surfacetreatment: | Hot-dip Galvanization |
| Connection Type: | Bolted | Corrosionresistance: | Excellent |
| Structuretype: | Angular Steel Lattice | Galvanization: | Hot-dip Galvanized |
| Applicable Place: | Urban/Rural Area | Supply Type: | Manufacturer |
| Load Capacity: | High Load Bearing | Antenna Load: | Up To 12 Antennas |
| Base Shape: | Triangular | Foundation Type: | Concrete Foundation |
| Galvanization Standard: | ASTM A123/ ISO 1461 | Wind Resistance: | Designed For High Wind Areas |
| Highlight: | 3-legged galvanized steel telecom tower,outdoor 4G signal communication tower,angular steel urban coverage tower |
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| Design | ||
| 1. Design Code | ANSI/TIA-222-G/H/F, EN 1991-1-4 & EN 1993-3-1 | |
| Structure Steel | ||
| 2. Grade | Mild Steel | High Tensile Steel |
| GB/T 700:Q235B, Q235C,Q235D | GB/T1591:Q355B, Q355C,Q355D | |
| ASTM A36 | ASTM A572 Gr50 | |
| EN10025: S235JR, S235J0,S235J2 | EN10025: S355JR, S355J0,S355J2 | |
| 3. Design Wind Speed | Up to 250 km/h | |
| 4. Allowable deflection | 0.5 ~1.0 degree @ operational speed | |
| 5. Tension strength (Mpa) | 360~510 | 470~630 |
| 6. Yield strength (t≤16mm) (Mpa) | 235 | 355 |
| 7. Elongation (%) | 20 | 24 |
| 8. Impact strength KV (J) | 27(20°C)---Q235B(S235JR) | 27(20°C)---Q345B(S355JR) |
| 27(0°C)---Q235C(S235J0) | 27(0°C)---Q345C(S355J0) | |
| 27(-20°C)---Q235D(S235J2) | 27(-20°C)---Q345D(S355J2) | |
| Bolts & Nuts | ||
| 9. Grade | Grade 4.8, 6.8, 8.8 | |
| 10. Standards for mechanical properties | ||
| 10.1 Bolts | ISO 898-1 | |
| 10.2 Nuts | ISO 898-2 | |
| 10.3 Washers | ISO 6507-1 | |
| 11. Standards for Dimensions | ||
| 11.1 Bolts | DIN7990, DIN931, DIN933 | |
| 11.2 Nuts | ISO4032, ISO4034 | |
| 11.3 Washers | DIN7989, DIN127B, ISO7091 | |
| Welding | ||
| 12. Method | CO2 Shielded Arc Welding & Submerged Arc Welding(SAW) | |
| 13. Standard | AWS D1.1 | |
| Galvanizing | ||
| 14. Galvanization standard of steel sections | ISO 1461 or ASTM A123 | |
| 15. Galvanization standard of bolts and nuts | ISO 1461 or ASTM A153 | |
What is 3 legged angular steel tower body?
The body of a 3-legged angular steel tower is the core load-bearing structure of the tower, characterized by a triangular (pyramid-like) configuration. It consists of three vertical steel legs (or columns) connected at the top, with additional angular steel connecting members linking the legs throughout the height. Typically fabricated from galvanized steel sections, the body is designed to efficiently withstand both vertical loads (e.g., the weight of antennas, equipment, and the tower itself) and horizontal loads (e.g., wind, snow, or seismic forces). Its angular design and triangular framework provide exceptional stability, even in harsh environmental conditions, while the galvanized steel ensures corrosion resistance and long-term durability. The body serves as the primary support structure for mounting communication, power transmission, or surveillance equipment.
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What is 3 legged angular steel tower foot?
The "foot" of a 3-legged angular steel tower refers to the base portion of each vertical leg, which interfaces with the tower’s foundation. It is a critical component responsible for transferring the entire weight of the tower and its loads (equipment, wind, etc.) to the underlying foundation, ensuring the structure is securely anchored to the ground. The feet are typically engineered with connection plates, bolts, or anchor points that attach firmly to the concrete or reinforced foundation. Constructed from high-strength galvanized steel (consistent with the tower body), the feet are designed to resist shear, tension, and compression forces, preventing the tower from shifting or toppling. Their design is tailored to the site’s geological conditions, ensuring compatibility with the foundation for maximum stability.
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What is ladder and cable tray of 3 legged angular steel tower?
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How to install 3 legged angular steel tower?
The installation of a 3-legged angular steel tower follows a systematic, safety-focused process:
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Galvanizing angular steel tower testing.
Galvanizing is a critical process for angular steel towers (such as 3-legged angular steel towers), as it provides corrosion resistance and extends the structure’s service life in outdoor, harsh environments (e.g., exposure to wind, rain, humidity, and industrial pollutants). To ensure the galvanized coating meets quality standards and performs as intended, a series of rigorous testing procedures are conducted. Below is a detailed overview of galvanizing testing for angular steel towers:
1. Core Objectives of Galvanizing Testing
The primary goals of testing are to verify:
Adequate coating thickness (to ensure long-term corrosion protection).
Uniformity and adhesion of the zinc coating (to prevent peeling or flaking).
Freedom from defects (e.g., cracks, pits, bare spots, or excess zinc buildup).
Corrosion resistance (to confirm the coating can withstand environmental degradation).
2. Key Testing Methods for Galvanized Angular Steel Towers
Testing is typically performed at two stages: after factory galvanization (on individual components like legs, connecting members, or ladder rungs) and post-installation (spot-checks on the assembled tower). The most common methods include:
A. Coating Thickness Measurement
Zinc coating thickness directly impacts corrosion resistance—too thin a layer will fail prematurely, while excess thickness may cause brittleness or poor fit of components.
Test Standards: Complies with international standards such as ASTM A123 (for hot-dip galvanizing of structural steel) or ISO 1461 (for hot-dip galvanized coatings on iron and steel articles).
Testing Tools:
Magnetic Thickness Gauge: The most widely used non-destructive method. It measures the distance between a magnetic probe and the steel substrate, calculating the coating thickness. Measurements are taken at multiple points (e.g., 3–5 spots per square meter) on each component, focusing on high-stress areas (e.g., leg joints, bolt holes) and hard-to-coat regions.
Micrometer (Destructive): For verification, a small section of the component may be cut, and the coating thickness is measured directly with a micrometer (used only for sample testing, not finished parts).
Acceptance Criteria: Typical minimum thickness ranges from 85–120 μm (micrometers) for structural steel components, depending on the steel’s thickness and application (e.g., towers in coastal or industrial areas may require thicker coatings).
B. Adhesion Testing (Bond Strength)
A strong bond between the zinc coating and the steel substrate prevents peeling during transportation, installation, or exposure to mechanical stress (e.g., wind-induced vibration).
Bend Test: A sample of the galvanized steel (e.g., a section of angular steel) is bent 180° around a mandrel (diameter matching the steel’s thickness). After bending, the coating is inspected for cracks, flaking, or separation from the steel. No visible detachment is acceptable.
Hammer Test: A weighted hammer (typically 0.5–1 kg) is struck firmly against the coating at multiple points. The coating should not chip, peel, or lift—only minor indentations (without exposing the steel substrate) are permitted.
Knife Test: A sharp, non-serrated knife is used to make a cross-hatch cut (grid pattern) in the coating. Adhesive tape is applied over the cut and peeled off quickly; minimal coating removal (if any) is allowed.
C. Visual and Surface Defect Inspection
Visual inspection identifies obvious flaws that compromise coating integrity.
Procedure: Inspect each galvanized component (and the assembled tower) with the naked eye or a magnifying glass (10x magnification) for:
Bare spots (exposed steel), pits, or pinholes.
Cracks, blisters, or uneven zinc buildup (e.g., "runs" or "drips" from improper galvanizing).
Contamination (e.g., oil, dirt, or oxide layers under the coating).
Acceptance Criteria: No bare steel should be visible; minor surface irregularities (e.g., small zinc nodules) are acceptable if they do not affect component fit or structural performance.
D. Corrosion Resistance Testing
This verifies the coating’s ability to resist rust and degradation over time.
Salt Spray (Fog) Test: A common accelerated corrosion test (per ASTM B117 or ISO 9227). Galvanized samples are placed in a chamber where a continuous mist of 5% sodium chloride (saltwater) is sprayed at controlled temperature (35°C). The samples are inspected periodically (e.g., after 24, 48, 100, or 500 hours) for signs of red rust (steel corrosion) or white rust (zinc oxidation).
Acceptance: For structural towers, the coating should resist red rust for a minimum of 100–500 hours (depending on the application environment). White rust (a temporary zinc oxide layer) is normal and does not indicate failure, but it should not spread excessively.
Field Exposure Test: Long-term testing involves installing sample components in the tower’s intended environment (e.g., coastal, desert, or industrial areas) and monitoring corrosion over months or years. This validates real-world performance.
E. Chemical Composition Analysis (Optional)
To ensure the zinc coating meets purity standards, chemical analysis may be performed on the galvanizing bath or coating samples.
Test Method: Atomic absorption spectroscopy (AAS) or X-ray fluorescence (XRF) to measure the zinc content (typically ≥98% pure zinc for hot-dip galvanizing) and detect impurities (e.g., lead, iron) that could reduce coating quality.
3. Testing Standards and Compliance
Galvanizing testing for angular steel towers must adhere to industry-specific standards to ensure consistency and reliability:
ASTM Standards: ASTM A123 (hot-dip galvanizing), ASTM B117 (salt spray test), ASTM A817 (galvanized steel for transmission towers).
ISO Standards: ISO 1461 (galvanized coatings), ISO 9227 (salt spray test).
Local/Industry-Specific Standards: For telecommunication or power transmission towers, additional requirements may be set by regulatory bodies (e.g., IEEE for power infrastructure, ITU for telecom towers) or project specifications.
4. Post-Installation Testing
After the tower is assembled and installed, spot-checks are conducted to confirm the galvanized coating was not damaged during transportation, lifting, or assembly:
Re-measure coating thickness at critical joints (e.g., leg-to-foundation connections, ladder attachments).
Inspect for scratches, dents, or abrasions that may have exposed the steel substrate (touch-up with zinc-rich paint if damage is minor).
Verify that bolt holes and connection points (high-wear areas) retain adequate coating thickness.
Summary
Galvanizing testing for angular steel towers is a comprehensive process focused on thickness, adhesion, surface quality, and corrosion resistance. By adhering to strict standards and conducting both factory and on-site tests, the integrity of the zinc coating is ensured, enabling the tower to withstand harsh environmental conditions and deliver long-term reliability in telecommunication, power transmission, and other infrastructure applications.
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Customized product types & advantage
Monopole tower, is a commonly used type, with beautiful appearance, covering an small area of 9 to 18 square meter, cost - effective , and is adopted by majority of the construction. Tower body adopt more reasonable section, which is connected through high strength bolt or overlap(slip connection). It has the characteristics of easy installation and can adapt to a variety of complicated field site.
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