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Friday 13 June 2014

GENERATOR PKG ERECTION PART-II, LIFTING ARRANGEMENTS OF GENERATOR - ABC OF THERMAL POWER PLANT.


PART- II

Stator lifting by EOT Cranes:-

In earlier days up to 210 /250 MW class the stator is being lifted by two EOT cranes of similar capacity  with lifting beam. EOT cranes main hooks are fitted with the lifting beam and lifting beam main hook is being utilised for lifting stator by using special sling designed for the above purpose. Stator  is placed in the service bay within the approach of EOT crane and unloaded from Trailer / wagon as the transportation method available in the power house. Earlier days a railway line runs  across the service bay. Now a day’s all the stator is coming by high capacity hydraulic Trailer.  Stator is unloaded by hydraulic jacks on temporary supports in the service bay. Fix the trunion plates (04 nos) with the body of the stator after necessary cleaning and blue matching with stator body. This has to be fixed as per the norms because sling will be placed on it. Clean the terminal box and do the blue matching with surface plate. This are the preparatory work for stator lifting. Terminal Box can be placed before stator if there is no other possibilities push it from bottom. Stator is lifted by tandem operation with lifting beam from any of one the crane. This arrangements to be tested before put in actual use. Necessary adjustment to be carried at that time, to avoid any jerk during the operation.




Stator lifting by Portal crane or by strand jack method.:-
Once we are start erecting 500 MW /600 MW /660 MW /800 MW generators the weight of the stator

increases considerable therefore alternative lifting arrangements are thought of . Some of the
utilities  think about the lifting irrespective of loading TG  bay . Otherwise total TG bay need to designed taking stator weight as one of the factor.  Portal crane and strand jack method came as solution. It has been seen availability of Portal is a problem. In my service life we have noticed  that once we need to erect 09 numbers of stator in a year and we have only two portal cranes. Portal dismantling , transportation and re –erecting is 03 to 04 months cycle depends on location of both the sites . We cannot erect all the Generators required by management and to solve this problem stand jack method of stator lifting was adopted. This type of lifting was already popular for boiler drum lifting.
Placement of stator for this type of lifting is very important. The stator need to be placed outside A row column and between transformer bay and A row column. Centre line  of  Generator from TG to be brought and marked for stator placement . No axial movement is possible when stator is placed on foundation. Foundation for jack pads and lifting structures are needed for unloading  the generator  and placed on temporary supports. All other works to be done on generator is same. Stand jack system to be erected by EOT crane and Heavy lift Crawler crane from AB bay and Outside A row. Close co –ordination is required from all quarters as that area includes the area of CW pipelines  for Condenser. Clear approaches is required for heavy duty crane and Hydra cranes.
As the main column pitch distance is less than the stator length swivel arrangement is required in strand jack system. Strand jack system is totally hydraulic and operates slowly it may take  06 to 08 hrs from start to complete the lifting and placement  operation.

Continued to Part -III for more pictorial representation.P.S If  you are looking to earn few extra money from the comfort of your home then please click on the link given below

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