mobile tower

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MEGATRO MOBILE TOWER Over three decades of industry experience in this domain enables MEGATRO to successfully undertake designing, fabrication, galvanizing and erection work of MOBILE TOWERS. Our mobile toewr with details as follow: A) General Specification The Specification defines the characteristics and performance requirements of the Mobile base station unit to be supplied. Manufacture and workmanship will comply withGB, BS 449 or AISC B) Technical Specification The Trailer with tower: 2.1 General Description: The Mast is mounted on trailer as detailed below: Weight on axels: weight on axels during transport is compliance to Transport Motor Traffic regulations. Height of the trailer with tower: height of the vehicle during transport of tower is compliance to the Maximum height restriction. Length of the trailer: length of the vehicle is restricted as much as possible and it is compliance to regulation made by Ministry of Transport. Lighting system: complete with adequate reflectors and stop lights. Brake system: is based on using air brake system for front axle. Max. Mast Height from ground = according to the model. Installation time is less than 3 hrs. 2 Mast General Description: The Mast is mounted on trailer as detailed below: The Supporting structure is a trailer approved for road use. The telescopic mast, which is fixed to the frame, is anchored to the support feet by sets of guy wires and anchor rods. Mast climbing facilities: One of the mast faces is provided with step rungs to facilitate the mast climbing. Rigging of antennas & feeder: Antenna mounts are provided with the mast to facilitate mounting of both RF or MW antennas. Antenna feeders will run through clicks attached to mast. Rigging of antennas & feeder: Antenna mounts are provided with the mast to facilitate mounting of both RF or MW antennas. Antenna feeders will run through clicks attached to mast. The Antenna mounts, in Steel, 3 no cellular antennas (3m pole) & 2 nor MW antennas. Design Requirements and Basic of Design MEGATRO TOWERS will guarantee the overall safety of the tower. MEGATRO TOWERS will submit design calculation report for member design of tower and overall structural stability of the structure, which is signed by a charted structural Engineer. MEGATRO will supply the skeleton to scale, showing the assembly of the structures, the antenna mounting levels, other detail drawings etc. The calculation method to be adopted for tower design will be decided by MEGATRO TOWERS with the consent of the client. All materials will comply with GB standard, British Standard (hereinafter called BS), Japanese Industrial Standard (hereinafter called JIS) or equivalent standards. The permissible stress of the materials will comply with BS, standard by Architectural Institute of Japan (hereinafter call AIJ) or equivalent. The standards adopted for all materials will be stated separately. General Design Criteria Mast will be designed based on BS 8100, TIA/EIA-222-G-2006, IS 802 & IS875 or equivalent international standards. The wind loading on the tower and antennas mounted on it will withstand a ground level wind velocity of 140 Km/h and survival speed of 180 Km/h including with height in accordance with latest BSI CP3: Chapter V: Part 2: British Standard (BS) Antenna that will be considered when it calculates wind areas will be Six GSM antennas, Two each 600 mm diameter microwave dishes & one 1.2m Ø Microwave plus all the feeders for GSM and MW antennas. Allowance will be given to the effective windage area of the following: Feeder runway Feeders Platforms and guard rails Ladder and ladder guards 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

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Qingdao Megatro Mechanical and Electrical Equipmen

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