Tower Crane Installation Work

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This document shares the information about the uses and installation work of Tower crane.

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Tower Crane Installation Work

  1. 1. TOWER CRANE INSTALLATION WORK
  2. 2.  Introduction  Types of Crane  Different Components of Crane  Erection Procedure  Utility to Project/Site  Disadvantages  Statistical Analysis Topics : -
  3. 3.  Definition : A crane is a type of machine, generally equipped with a Hoist, Wire ropes or chains, and sheaves, that can be used both to lift and lower materials and to move them horizontally. Introduction: - Types of Tower Crane  Ancient Crane  Mobile Crane  Telescopic Crane  Tower Crane  Loader Crane  Stacker Crane  Gantry Crane  Overhead Crane
  4. 4. Uses of Tower Crane :  It is mainly used for lifting heavy things and transporting them to other places.  It uses one or more simple machines to create mechanical advantages and thus move loads beyond the normal capability of a human.  Cranes are commonly used in transport industry, in the construction industry (real estate) for the movement of materials and in the manufacturing industry for the assembling of heavy equipment's.
  5. 5. Different Component's of Crane -
  6. 6. Erection Procedure :
  7. 7. The Base
  8. 8. Climbing Tower
  9. 9. Swing Ring Boom
  10. 10. Boom Operator’s Cabin
  11. 11. Counter Weight
  12. 12. Load Carried by the Boom Sr no. Distance from the mast (In meters) Load Carrying Capacity (In MT) 1 10m 6 2 20m 4 3 30m 3 4 40m 2
  13. 13. Utility to the Projects Time Saving Machine Multipurpose in Use Heavy Duty High Performance Ease even in Critical Situation Can be transferred from on project to another Optimum Utilization of Resources
  14. 14. Disadvantages Cumbersome to erect & Dismantle High Initial cost for erection as well as dismantling Skilled operators are required Maintenance is difficult Sometimes creates safety problems Limited for the projects with large areas
  15. 15. Statistical Analysis Sr no. Particulars with crane with Lifts 1 Concreting (Eg. 7000 sft) 10Hr 25Hr 2 Labours required for 15-25 45-60 3 R/F shifting within the site 1-1.5Hr 8-10Hr 4 1/2 Yearly maintenance cost 30000 5000 5 Erection - Dismantling cost 1,00,000 25,000 6 Wastages of concrete 0.25% 3%
  16. 16. Thank You !

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