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50 Feet Monopole Telecom Tower Cell Phone Antenna Gsm Communication Wifi Tower

Minimum Order Quantity : Negotiation Price : Negotiation
Packaging Details : Standard National Packing Method Delivery Time : Depends on the quality of client
Payment Terms : 30% advanced payment , 70% balance payment before shipment. Supply Ability : 2000 Ton per Month
Place of Origin: China Brand Name: DINGLI
Certification: ISO9001,ASTM,RETIE,Nch203,Costa Rica ASTM,EPC,TCL,Q690 Extra High Strength Steel

Detail Information

Material: All Types,GB/ASTM/JIS/EN. Type: Steel Tubular Tower
Surface Coating: Hot Dip Galvanization Or Painting Galvanization: Hot Dip Galvanization
Painting: According To Clients' Request Life Time: Minmum 50 Years
High Light:

50 Feet Monopole Telecom Tower

,

Antenna Gsm Monopole Telecom Tower

,

50 Feet monopole communication tower

Product Description

50 Feet Cell Phone Antenna Gsm Communication Wifi Monopole Tower

 

Quick Detail:

This product is a kind of self-supported steel structure tower, which takes the conical steel pipe as the main

structure. The section is circular or polygonal. The ladder can be set on either inside or outside of the steel pipe.

The upper end of the tower is equipped with a working platform, and the antenna bracket is fixed on the fence of it.

 

Sepcification of Products
Service
Life
Structural
Safety Level
Aseismic
Strength
Wind
Stability
Ground Resistance on
Lightning Protection
50 Years Level 2 Based on the local
Seismic Intensity
Based on the local Maximum
Wind Speed in 50 years
Less than 1 ohm
Thickness of
Galvanized Layer
Height Number
of Platforms
Gravity Load
More than 86um Designed according to
Customer's Requirement
Designed according to
Customer's Requirement
Designed according to
Customer's Requirement

 

Material Q235/Q345/As Per Clients'Requirement
Height 1m-100m
Surface treatment hot dip galvanized or painting
Product life more than 50 years
Suitable temperature -40ºC~60ºC
Wind speed 35m/s
Supply type manufacturer
MOQ 10 tons
Certification ISO

 

 

 

Production Process

Shearing A:Shearing and cutting shall be performed carefully and all portions of the work which will be exposed to view after completion shall be finished neatly. Manually guided cutting torches shall not be used.
B:All material over 13 (or 12) mm thick shall be cold sawn or machine flame cut.
C:Cropping or shearing shall be allowed for material thickness of 13 mm or less.
Flame cutting of high yield steel shall be preceded by a slight preheat operation by passing the cutting flame over the part to be cut.
All flame-cut edges shall be ground clean.
Bending Our company owaned the bending machince. Frether more, we can manufacture the towers with hot bending or cold bending according to client's requirements.
Welding No welding shall be done unless prior approval has been obtained from the Engineer.
Welding shall not be allowed at tower attachment points for conductor, shield wire, insulators or associated assemblies or brackets
Sub-punching All holes in structural steel less than 10 mm thickness may be punched to full size unless otherwise noted on the approved Drawings. Holes shown on the Drawings as drilled holes and all holes in structural steel 10 mm or more in thickness and tension members of cross-arms shall be drilled or sub-punched and reamed.

All holes shall be clean cut and without torn or ragged edges. All burrs resulting from reaming or drilling shall be removed. All holes shall be cylindrical and perpendicular to the member.

Where necessary to avoid distortion of the holes, holes close to the points of bends shall be made after bending.
Punching For punching to full size, the diameter of the punch shall be 1.0 mm larger than the nominal diameter of the bolt, and the diameter of the die shall not be more than 1.5mm larger than the diameter of the punch. For sub-punching, the diameter of the punch shall be 4 mm smaller than the nominal diameter of the bolt, and the diameter of the die shall be not more than 2 mm larger than the diameter of the punch. Sub-punching for reamed work shall be such that after reaming no punch surface shall appear in the periphery of the hole
Hole Size Where holes are reamed or drilled, the diameter of the finished hole shall be not greater than the nominal diameter of the bolt plus 1.0 mm.
Galvanizing All material shall be hot-dip galvanized after fabrication in accordance with the latest revision of GB/T 13912-2002 or ASTM Specification A 123.
Material that has been rejected because of bare spots or other coating defects shall either be stripped and re-galvanized, or the uncoated areas shall be recoated by an approved method.
All plates and shapes which have been warped by the galvanizing process shall be straightened by being re-rolled or pressed. The material shall not be hammered or otherwise straightened in a manner that will injure the protective coating.
Approval shall be secured from the Engineer if galvanizing is done outside of the Contractor's plant.
All galvanized steel work shall be protected against white storage stain by using an approved solution treatment immediately following galvanizing.
Packing Our product will be packed into several bundles whose weight is 2~3 MT or according to your requirement.

 

 

Hot dip

galvanizing

Standard Steel thickness/mm

Mean coating

thickness/μm

Metallic

Element

Content

Pole shafts,cross

arms&bolted on

accessories

ASTM A123/

A123M-15 AS/

NZS 4680

>6 85 Mn 0.25%-0.40%
<3-6 70
1.5-3 55 Cu <0.15%
<1.5 55
Bolts,nuts&washers GB/T 5267.3-2008 _____ ≥ 54 P <0.025%
(ISO 10684-2004)
Foundation bolts

ASTM A153/

A153M-09

_____ ≥ 54 S <0.03%

 

Inspection Items and Methods
S/N Items Instruments Methods
1 Material
Specifications
Steel Ruler
Vernier Caliper
Thickness Gauge
Steel Tape-measure
Measure the Width and Thickness of Section Steel
Measure the Outer Diameter and Wall Thickness of Tublar Steel
Measure the Diameter of Round Steel
Measure the Thickness of Steel Plate
2 Chemical Composition of Steel(C,Si,Mn,P,S) Chemical Composition Analyzer Inspect according to National Standard GB/T 222-2006.
3 Mechanical Properties of Steel Universal Material Testing Machine Inspect according to National Standard GB/T 228-2002.
4 Welded Structural Dimension Weld Inspection Ruler
Steel Ruler
Measure the Weld Length with Steel Ruler.
5 Internal Quality of Weld Ultrasonic Detector Inspect according to National Standard GB 50205-2001.
6 Hardness of Bolts and Nuts Brinell Hardness Tester
Rockwell Hardness Tester
Vickers Hardness Tester
Brinell Hardness is tested according to Standard GB/T 231.1-2009.
Rockwell Hardness is tested according to Standard GB/T 230.1-2009.
Vickers Hardness is tested according to Standard GB/T 4340.1-2009.

 

Inspection Before Delivery:

50 Feet Monopole Telecom Tower Cell Phone Antenna Gsm Communication Wifi Tower 0

Packing Detials:

50 Feet Monopole Telecom Tower Cell Phone Antenna Gsm Communication Wifi Tower 1

50 Feet Monopole Telecom Tower Cell Phone Antenna Gsm Communication Wifi Tower 2

 

Competitive Advantage:

 

Why Us

1. Experienced staffs replying your inquiry in 24 working hours in fluent English.

2. Customized design is available. OEM&UBM are welcomed.

3. Perfect after sales service. Exclusive and unique solution can be provided to our customer by our

well-trained and professional engineers and staff.

4.Professional factory direct :Best price and timely delivery can be assured.

5. Very convenient transportation.

6. As an honest seller, we always use superior raw material, advanced machines, skilled technicians

to ensure our products to be finished in high quality and stable feature. Welcome to contact us or visit

our company anytime.

 

In the whole pole and tower manufacturing industry, experienced engineers and designers make the

Company be available of designing accurately and timely and ensuring quality, safety and easy construction.

On the basis of an excellent design team, the Company further configures software of PLS-Tower,

AutoCAD, BOCAD and other CAD and updates the software in real time to ensure the software is the latest.

Supported by both domestic engineering company and Quito tower design center, could provide technical

consultant and design service within our scope of work. For Quito tower design center, most of the engineers

are local staffs. The Design is based on ASTM protocols meantime with GB material standard, which will

reduce the weight, and avoid the replacement on the profiles to save the working time.

Project management—Your Dingli Utility project manager oversees all the details necessary to ensure

your project delivers as specified. What’s more, he/she communicates with you every step of the way.

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iris@hndlpe.com
+8618037871307
86-18037871307
86-18037871307