MEGATRO SQUARE SELF-SUPPORTING LATTICE TELECOM TOWER (MGT-GF-LT65)
MEGATRO is a full service engineering company with a global reputation for delivering excellence and innovation in telecommunications systems.
Over 10 years of experience and innovation in engineering, designing and building towers has evolved MEGATRO into its current form:
Full Turn-Key provider including site acquisition, engineering services, manufacturing, field services-DAS, tech services, value added reseller and monitoring, maintenance and network ownership
Specialize in developing supplying and building wireless and wired networks and in-building telecommunications systems, as well as energy infrastructure
Single source from Design to System Integration
Top quality, ISO 9001 registered
A complete selection of towers including self-support, lattice steel tower, monopoles and guyed towers, form custom-designed radar towers to broadcast towers and energy infrastructure. MEGATRO carries a variety of related products including fall protection, transmission lines, antennas, obstruction lights, and accessories, and other products if client need, MEGATRO also tailored product as per client condition.
MEGATRO mainly design all kinds of towers and posts for:
Telecoms
Power transmission
TV and Radio Broadcast
Roads and City Development
Our complete selection of towers includes:
Self-supporting
Monopoles
Guyed towers
Custom-designed radar towers
Broadcast towers
Power transmission
MEGATRO also designs and manufactures tower related products including:
Fall protection
Antenna brackets
Other accessories if needed by clients
This photo refers to our integrated telecom tower and accessories products. They are combined products which we design and fabrication, even source other items for our clients.
Products scope:
1 Telecom tower and antenna mounts
2 Tower foundation plate and anchor bolts
3 Obstruction light (ICAO)
4 Cable tray
5 Shelter room
6 Lightning rod
7 Tower earthing kits and rod
8 ladder for cable and feeder
9 Painting serves
10 Design for tower and foundation
11 Other services as per client
&
With general technical data as follow:
• Designed for medium to heavy loads
•Designed for primary cellular and MW backbone sites or central communication hubs
• Lower freight cost due to freight efficiency
• Available with a large variety of accessories that can be easily mounted at any stage
• Enables easy reinforcement of legs at the site
• Modular design to fit a specific site design and enable last-minute modifications
Accessories:
• Working and rest platforms
• Horizontal cable gantries
• Antenna mounts
• Anti-climb guard & other safety devices
• Paint kit (ICAO standards)
• Obstruction lighting system
(ICAO standards)
• Lightning protection kit
Optimal Height:
50 to 120m
Design Standards:
TIA/EIA 222-G, or BS8100, EUROCODE 3 PART 3-1
Materials:
• Legs Q355B, or ASTM A572 GR50, or ST 52-3, or S355JR
• Braces and plates Q235B, or ASTM A36, or S235, Or ST 37-2
Bolts: Chinese grade 6.8 and 8.8, which similar to ASTM A394
Fabrication
A) Dimension and tolerance for angle are according to GB/T1591-1994, similar to EN 10056-1/2
B) Hot dip galvanization in accordance with GB/T 13912-2002, which similar to ASTM A 123
C) The welding will be performance in accordance with AWS D1.1 or CWB standard
Connections:
Bolts (ISO 8.8, SAE Grade 5, or ASTM
A-325) + flat washers, nuts and spring
washers (5% hardware overage)
Anti-Corrosion Treatment:
All steel elements are hot-dip galvanized (ASTM A123)
Paint kit (white/orange)
Anchoring:
Anchor rods (ASTM F1554) used with
leveling nuts and a positioning template
Ladder:
• Caged or open ladder with Safety climbing line or rail
• Usually installed inside the tower
• Option for attachment to any tower face
• Vertical cable hangers
Shipment:
Standard 20' to 40' ISO container
Documentation:
• Detailed packing list
• Installation & maintenance
manual
• Foundation design
For this SQUARE SELF-SUPPORTING LATTICE TELECOM TOWER (MGT-GF-LT65),
1 Material Specifications:
Mild Steel
The mild steel according to BS EN 10025 grade S235J0 or Equiv. with the following
Mechanical properties:
Min. yield strength in N/mm2 =235 for thickness<=16mm
=225 for thickness >16&<40mm
Min tensile strength in N/mm2=340 for thickness>3 & <100mm
The mild steel according to BS EN 10025 grade S275J0 or Equiv. with the following
Mechanical properties:
Min.yield strength in N/mm2 =275 for thickness<=16mm
Min tensile strength in N/mm2 =430 for thickness>3&<100m
High Tensile Steel
High tensile steel according to BS EN 10025 grade S355J0 or Equiv. With the following
mechanical properties:
Min. yield strength in N/mm2 =355 for thickness<=16mm
=345 for thickness > 16& <40 mm
= 335 for thickness > 40 & < 63 mm
Min tensile strength in N/mm2 = 490 for thickness > 3 & < 100 mm
Bolts
The bolts are according to ASTM A325 or DIN 267 Grade 8.8 or equivalent with the following
mechanical properties:
Min Yield strength = 640 N/mm2
Min Tensile strength = 800 N/mm2
2 Design standards
ANSI/TIA-222-G
AISC LRFD
ASCE 7-0
Or equivalent standard design codes
3 wind loads characteristics
Basic Design Wind Speed (3 Second Gust) 160 km/hr
operational Wind Speed (3 Second Gust) 120 km/hr
Maximum allowable title & twist 0.50 DEG at 120 Km/hr.
Site Exposure Category C
Structure Class II
Topographic Category 1
Datum for wind speed 10.0m above ground.
Building Height 35.0 m for any RT Structure
The steel should be galvanized of at least 85 micron coat thickness.
4 Slenderness Ratio Limits:
The maximum allowable slenderness ratio (L/R) for various types of members shall not
exceed the following values:
main members (legs) 150
bracing & main horizontals 200
redundant 250
tension only members 300
5 antenna and RRU dimensions
Antenna 12 ports single beam 2688*600*200mm/60kg
RRU 500*400*200mm/30kg
6 Design loads for this type GF-LT Self-supporting tower
4×antennas 12 ports at top level
5×RRU's for each sector "Behind antenna"
4×MWD's 1.8m at level top-4m
4×MWD's 1.8m at level top-6m
4×MWD's 1.8m at level top-8m
4×MWD's 1.8m at level top-10m
Feed lines 2×7/8"for each sector & 1×1/2" for each MWD
Our MEGATRO performs in-house design activities by PLS software or other software. Our Engineering Department is boasting of highly qualified engineering who are conversant with international codes and standards. The work is carried out with extensive use of CAE/CAD via a large of computer network. The computer hardware & drafting software are liked to the CNC workshop equipment for downloading of information thereby eliminating error and saving valuable production time.
After fabrication all towers are delivered to the galvanizing facility to be Hot Dip Galvanized. Towers are processed through the facility by Caustic Cleaning, Pickling, and then Fluxing. These strict procedures insure years of maintenance free towers.
Moreover, we offer cost effective range of development and installation service regarding as an additional installation service. These are further, designed for both government and civil communications and suitable for both far-off and short distance communications. For additional protection, we cover these with protective shield to prevent the radioactive fallouts.
Other information:
Availability size: Based on the customer's requirements.
Material: Chinese material or as per clients requirement
Package: Both parties discuss before delivery
Port of Loading: Qingdao Port
Lead Time: One month or based on the customer's needs
Minimum order: 1 set
Fabrication standard: Chinese Standard or other standard which client accepted
APPLICABLE STANDARD AND CODES
All towers manufactured and design shall be generally in accordance with latest revision of the following standards except where specifically directed otherwise.
General
IEC 60050 (151) International Electro-technical Vocabulary
Part 51 Electrical and Magnetic Devices
IEC 60050 (601) Chapter 601: Generation, transmission and distribution of electricity-General
IEC 60050 (601) Chapter 601: Generation, transmission and distribution of electricity-Operation
IEC 60059 IEC standard current ratings
Chinese Standard
No | Code | DESCRIPTION |
1 | GB/T2694-2003 | Power Transmission line Steel tower - Technical requirements for manufacturing |
2 | JGJ81-2002 | Technical specification for welding for steel structure of building |
3 | GB9787-88 | Measuring and allowable tolerance for hot-rolled equal angle |
4 | GB709-88 | Measuring and allowable tolerance for hot-rolled plate and strip |
5 | GB/T699-1999 | Quality Carbon Structural Steel |
6 | GB/T1591-1994 | Low alloy high strength structural Steel |
7 | GB700-88 | Carbon Structural Steel |
8 | GB222-84 | Method of sampling steel for determination of chemical composition and permissible variations |
9 | GB/T228-2002 | Method for Tensile testing of metals |
10 | GB/T232-1999 | Method for Bending test of metals |
11 | GB/T5117-1995 | Carbon Welding Rod |
12 | GB/T5118-1995 | Low Alloy Welding Rod |
13 | GB/T8110-1995 | Welding wires for gas shielding arc welding of carbon and low alloy steels |
14 | GB/T10045-2001 | Carbon steel flux cored electrodes for arc welding |
15 | JB/T7949-1999 | Weld outer dimensions for steel construction |
16 | GB50205-2001 | Test Standard for Acceptance of Steel Structure |
17 | GB/T470-1997 | Zinc Ingot |
18 | GB3098.1-2000 | Mechanical properties of fasteners-Part 1:Bolts, screws and studs |
19 | GB3098.2-2000 | Mechanical properties of fasteners-Part2: Nuts, and thread |
20 | GB3098.3-2000 | Mechanical properties of fasteners-Part3: Fastening screw |
21 | GB/T5780-2000 | Helical Bolts Grade C |
22 | GB/T41-2000 | Helical Nuts Grade C |
23 | GB/T90-2002 | Flat Washer Grade C |
24 | GB/T13912-2002 | Metal Coating, Technical Requirement and Test Method for Hot-dip galvanized Metal Parts |
American Standards:
Standard | Description |
ASTM A6/A6M | Standard specification for general requirements for rolled structural steel bars, plates, and sheet piling. |
ASTM - 6 | - General Requirements for delivery of Rolled Steel Plates, Shapes, sheet Piling Bars for structural used |
ASTM A36/A36-M-97a | Standard specification for Carbon structural steel |
ASTM A123 / A123M-02 | Standard specification for Zinc (Hot-Dip Galvanized) Coatings on iron and steel products |
ASTM A143 / A143M-03 | Standard Practise for Safeguarding Against Embitterment of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting Embitterment |
ASTM A153/ A153M-05 | Standard specification for zinc coating (Hot-Dip) on iron and steel hardware |
ASTM A - 194 | - Grade for bolt |
ASTM A239 | Standard practice for locating the thinnest spot in a zinc (Galvanized) Coating on Iron or Steel Articles |
ASTM A242 | Standard specification for High-Strength Low-Alloy Structural steel |
ASTM A307 | Standard Specification for Carbon Steel Bolts and Studs, 60000 PSI Tensile strength |
ASTM A370-06 | Standard Test Methods and Definitions for Mechanical Testing of Steel Products |
ASTM A325 | Standard Specification for structural bolts, steel, Heat treated 120/105 ksi minimum tensile strength |
ASTM A-325 or A-354 | - Galvanized hexagonal head of connection bolt |
ASTM A325-97 | Standard Specification for High-strength Bolts for structural steel Joints |
ASTM A384 / A384M-02 | Standard Practise for Safeguarding Against Warpage and Distortion During Hot-Dip Galvanizing of Steel Assemblies. |
ASTM A394-93 | Standard Specification for steel Transmission Tower, Bolts, Zinc Coated and Bare |
ASTMA - 563 | - Class and size of nuts |
ASTMA - 572 | - Chemical composition of steel |
ASTM A572/A572-97c | Standard specification for High-Strength Low-Alloy Columbium-Vanadium Structural steel |
ASTMA - 615 | - The anchor bolt material |
ASTM A673 / A673M-07 | Standard Specification for Sampling Procedure for Impact Testing of Structural Steel |
ASTM B201 | Standard practice for testing Chromatic coating on Zinc and Cadmium surfaces |
ASTM E94-93 | Standard Guide for Radiographic Testing |
ASTM E 709-95 | Standard Guide for Magnetic Particle Examination |
ASCE Manual 72 | - Load testing a simple structure |
ASCE 10-97 | Standard Design of latticed steel transmission structures |
AWS D1.1 | American Welding Society D1,1/D1,1M structural Welding code- Steel |
ANSI B-182-2 | Bolts, nuts and washers dimensions |
DIN VDE 0101 - Isokeraunic Level
VDE 0201 - Climatic and environmental conditions
CVDE 0210 - Minimum safety factors under simultaneous working loads
ISO R898 Mechanical Properties of Fasteners
BS EN ISO 1461:1991 - High dip galvanized coatings on fabricated iron and steel articles. Specifications and standards
A) BS 5950: Welding Terms And Symbols
B) BS 729: Hot - Dip Galvanised Coating On Iron And Steel Articles
C) BS 2901: Filler Rods And Wires For Gas Shielded Arc Welding: Part 1 Ferritic Steels
D) BS 3692: ISO Metric Precision Hexagon Bolts, Screws And Nuts
E) BS 4360: Weldable Structural Steel
F ) BS 5135: Metal - Arc Welding Of Carbon And Carbon Manganese Steel
G) BS 5950: Part 1: Code Of Practice For Loading Latticed Tower & Masts
Part 2: Guide To The Background And Use Of Part 1"Code OF Practice For Loading"
Part 3: Strength Assessment of Members
H) DD 133 (1986): Code Of Practice For Loading Latticed Tower & Masts
I) BS 4592 (1987): Part 2: Specification For Expanded Metal Grating Panels
J) BS 4592 (1977): Code Of Practice For Protective Coating Of Iron And Steel Structure Against Corrosion
K) BS 4190: Bracing & Flanged Bolts
L) BS 4190: Rolled Steel sections, Flats & Plates
If any special requirement, we can design and discuss with client.