Method study for process flow of cement packing and dispatch Done in Chettinad Cements Corporation Ltd By, K.Ramesh Kumar (06M640)
Nov 18, 2014
Method study for process flow of cement packing and dispatch
Done in Chettinad Cements Corporation Ltd By,
K.Ramesh Kumar (06M640)
About the industry
The CHETTINAD CEMENT CORPORATION LTD (CCCL) established in 1962 is located at a distance of 25 km from karur.The plant production capacity – 2000 tons per day.
Products Chettinad Royal Grade – 53 Chettinad Grade – 43 Chettinad Super Grade – 53 Sulphate Resistant Portland cement Chettinad Super Steel cement
Outline of the manufacturing process
Raw material preparation
Raw meal preparation
Raw meal homogenization
Raw meal pyro- processing
Outline of the manufacturing process
Clinkerisation
Clinker cooling and transportation
Cement grinding
Packing and dispatch
Packing and dispatch unit
Roto packer
Method study
Method Study is the systematic recording and critical examination of existing and proposed ways of doing work as a means of developing and applying easier and more effective methods and reducing cost.
Method study is mainly concerned with finding better ways of doing work.
Objectives of method study
To improve work methods and procedure. Develop the best sequence of doing work to have smooth flow of work with minimum back tracking. Improve plant utilisation and material utilisation Elimination of waste and unproductive operations. Reduce the total manufacturing cost and the total cycle time.
Steps involved in method study
SELECT: the job to be analyzed.
RECORD: all relevant facts about present method.
EXAMINE: the recorded facts critically.
DEVELOP: the most efficient and economic method.
DEFINE: the new method.
INSTALL: the defined method.
MAINTAIN: the newly installed method.
The process selected for the method study analysis was the cement packing and dispatch in packer unit 1 of Chettinad Cements Corporation Ltd.
The reasons for selecting the job are: The packing unit was not part of the plants central control unit, so any changes done had no effect on the operation of the plant. The packing unit was the major contributor to the high inventory carrying cost of the plant. The layout of the unit lacked smooth work flow. There was frequent complaints from the worker regarding the tiring work.
Selection of job
The selected job is recorded using flow process chart using the following symbols:
OPERATION
INSPECTION
TRANSPORTATION
DELAY
STORAGE
Recording the flow of work
Flow process chart (Material type)
Time chart for material flow
Symbol Frequency Time
3 60min per truck
8 15min
2 12min
226min
1 2min
Flow process chart (Man type)
Time chart for worker
Symbol Frequency Time
8 25 min
7 12 min
Critical Examination
The inference taken from both charts : The delay time in the form of temporary cement storage was found to be high. The time consumed in worker movement were non productive. Idle time of machine was high. Lot of stress on worker due to repetitive movements.
Critical Examination
By careful examination it was found that the manual opening and closing of the diverting head was the main cause for machine idle time, delay in process and high worker movement.
Suggestions:
Instead of having a manually operated diverting head, automate the system by developing a pneumatic mechanism for opening and closing of the diverting head and coupling it with the main operation of the packing unit.
Development of a new method
The process flow was altered by redesigning the diverting head assembly.
The elements of change in the new design are: The material of the diverting head was selected as structural steel ASTM- A36. The opening and closing of the diverting head was done using a pneumatic cylinder. A new electromagnetic locking design was made
Development of a new method
Existing Design
Development of a new method
New design
The new process sequence
The electromagnet near the closing side gets de-energized, the diverting head gets unlocked.
As soon as the lock is released the pneumatic cylinder gets actuated and plunges the diverting head.
The diverting head is opened . The electromagnet on the other side (i.e opening side)
gets energized thereby it attracts the armature present in the diverting head and hence locking it.
Once the electromagnet in the opening side gets de-energized, the lock is released.
The pneumatic cylinder gets actuated and plunges the diverting head.
The diverting head is closed. The closing side electromagnet gets energized and hence
locks the diverting head.
Magnetic lock
A magnetic lock is a simple locking device that consists of an electromagnet attached to the side frame and an armature to the diverting head.
The current passing through the electromagnet attracts the armature plate holding the diverting head shut.
The reasons for choosing an electromagnetic lock is:
1. Easy to install
2. Quick operation
3. Ability to withstand high loads.
Selection of material
The material selected was structural steel ASTM- A36 with yield strength of 250MPA and ultimate strength of 400MPA.
The material was chosen due to the following reasons: Good strength against impact loads. The endurance limit to ultimate strength ratio is
high(0.5) so better resistance to fatigue failure.
Finite Element Analysis(FEA)
Transient structural analysis is done using Ansys to find the maximum stress developed.
The structure subjected to a dynamic load of 490.5N for 1000 cycles.
The element type is selected as solid45. The material properties for structural steel ASTM-
A36 is given as young's modulas = 200 GPA and Poisson ratio = 0.32.
Tetrahedral volume mesh with 5 nodes per element is generated.
Finite Element Analysis(FEA)
After meshing and applying loads
Finite Element Analysis(FEA)
Nodal solution for displacement
Finite Element Analysis(FEA)
Nodal solution for stress
Finite Element Analysis(FEA)
From the finite element analysis The maximum stress is found to be 31.4MPA and it is
said to be below the yield strength of material (250 MPA).
So the material will not undergo permanent deformation when subjected to dynamic loading thereby justifying its selection.
Design of pneumatic system
A pneumatic system is developed for the automatic opening and closing of the diverting head.
A - Compressor B - Check valve
C – AccumulatorD - Directional control valve
E – Actuator(cylinder)
Design of pneumatic system
Calculation of system parameters Theoretical force applied by the pneumatic piston (Ft)
The actual force required (Fr)
Load Ratio Acceleration force (Fa)
Design of pneumatic system
Ft = π * D2/4 * P (for forward stroke) Ft = π * (D2 – d2)/4 * P (for return stroke) Fr = weight of the diverting head (w) Load ratio = (Fr / Ft) * 100 %
In practical load ratio must be 85% or lower. Acceleration Force (Fa) = (Ft) – (Fr)
Design of pneumatic system Given: volume of diverting head = 9.75 *10^-3 m3 Density of material of steel = 7800 kg/m3 Weight of material = 746N Assuming pneumatic pressure of 5bar and load ratio of
80%.
Load ratio = (Fr / Ft) * 100 %
0.8 = (746/Ft); Ft = 933N
Diameter of piston Ft = π * D2/4 * P 933 = π * D2/4*5*10^5 ; D = 50 mm Acceleration Force (Fa) = (Ft) – (Fr) Fa = 933 – 746 = 187 N.
The pneumatic system is designed by using a pneumatic cylinder with piston diameter of 50 mm.
Time chart for material flow after re-design:
Symbol Frequency Time Time reduced
3 60min per truck 0min
8 15min 0 min
2 12min 0 min
25min 21 min
1 2min 0 min
Time chart for worker after re-design:
From both charts Delay time reduced by 80% Operation time of worker reduced by 20%, Transportation time of worker reduced by 75%.
Symbol Frequency TimeTime reduced
8 20 min 5 min
7 3 min 9 min
Conclusion
The project has successfully presented a method study for the process flow of cement packing and dispatch. For doing the method study packing unit 1 was chosen and all facts related to it were recorded using a flow process chart both material type and man type. The recorded data were critically examined and suggestions were made to re-design the diverting head assembly.
After the re-design it was found that the delay time in material flow reduced from 26 minutes to 5 minutes. In the worker chart the time of operation of the worker reduced from 25 minutes to 20 minutes and time of movement of the worker reduced from 12 minutes to 3 minutes.
I would like to express my sincere thanks to Mr. S. Ponnusamy, Personnel Manager and Mr V. Annadurai Chief General Manager Chettinad Cement Corporation Ltd, for granting me the permission to do my project.
I also would like to express my gratitude to Mr. Natrajan, General Manager of Instrumentation CCL, for guiding me throughout the project.
My sincere thanks to my project guides Mr. Giri chief engineer, and Mr Mathi Arasan assistant engineer.
ACKNOWLEDGMENT
REFERENCES
Mayal W H, “Industrial Design for Engineers” Gavriel Salvendy, “Handbook of industrial
engineering: technology and operations” www.wikipedia.com Roto packer manual by Haver and Boecker www.chettinad.com www.team116.org Punmia and Jain A K, “Strength of Materials and
Theory of Structures”