Product News
1 (One) unit Tower Crane POTAIN MC120B, (1.6x1.6x3.0m mast, Used one, Stationary type) Brand: POTAIN (Original ) Year.: 2018 Main Characteristics - Free standing Height:44 m - Jib: 60m - Load at tip: 1.15Ton - Maximum Load: 6Ton -Mast type: L46A1 (1.6x1.6x3.0m) Mechanisms: - Hoisting: 24PC - Slewing: RCV145 - Trolley: 4D3V3 - Power supply: 380v 50Hz/440v 60Hz Included: •Electric and metal cables, complete set. •1 set of hoisting mechanism •1 set of slewing mechanism •1 set of trolleying mechanism •One set of slewing table •Without the set of complete telescoping cage (Jacking cage and hydraulic system) •12 units L46A1 (1.6x1.6x3.0m) •1 unit of 7.5m basic mast (1.6x1.6x7.5m) •1 set of fixing angle •Counter jib and 60m jib（without counter weight） •Space Cabin (with air condition) •Wire rope capacity: 400m Cable: 55m Price: Euro €29,900Ex-W , Euro €32,300FOB SHANGHAI PORT, CHINA (3*40’HQ CONTAINERS)
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L46A1 Mast Section Practice of tower crane foundation
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L68A1 Mast Sectiondetermine the lifting point position of tower crane? What should be paid attention to when hoisting
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L68B3 Mast Section Explain how the lifting capacity of tower crane changes with the amplitude as required
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290HC Mast Sectiontower crane moment limiter shall be carried out according to the method of amplitude check and amplitude change
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256HC Mast Section Strictly following the sequence of tower crane dismantling is the guarantee for the safety of dismantling work
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154HC Mast Section Summary of preventive measures to strengthen the management of tower crane installation, dismantling and collapse
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132HC Mast Section Summary of preventive measures to strengthen the management of tower crane installation, dismantling and collapse
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L68B2 Mast Section some misunderstandings in the purchase of tower crane products
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19-12-2019
L68B1 Mast Section problems in safety inspection of tower crane and corresponding solutions
L68B1 Mast Section problems in safety inspection of tower crane and corresponding solutions
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L68A1 Mast SectionExamples and analysis of safety accidents caused by unqualified tower crane foundation
