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Aman BathlaAman Bathla
(A.P.)(A.P.)
Review of Syllabus
Unit –Unit – II
Part -Part - IIII
 Sleepers are the members laid transverselymembers laid transversely under the rails
which are meant to support the rail over them & transfer the
load from rails to ballast.
RAILWAY SLEEPERS
Functions of Railway Sleepers
 Maintain Alignment of track
 Hold the Rails to Proper gauge
 Distribute load over large area of ballast
 Absorb vibrations caused by the train
 Maintain proper super elevation on curves
 Provide overall stability to the permanent way.
Requirement of Ideal Sleepers
CAN BE EASILY REMOVED, REPLACED, PACKED & LIFTED
WHEN REQUIRED
DURABLE
MAINTAIN CORRECT
GAUGE
MODERATE WEIGHT
RESIST IMPACT & VIBRATIONS
LESS MAINTENANCE COST
GOOD HOLDING CAPACITY
PROVIDE GOOD TRACK CIRCUITING
HIGH SCRAP VALUE
Types of sleepers
Wooden Sleepers
 Wooden Logs of Hard wood such as Sal & teak and soft
wood such as Chir & Deodar.
Requirements:
Well seasoned
Free from all type of defects
Suitability
Every section of Rails
Any gauge of Track
All type of ballast
Wooden Sleepers: Advantages
Wooden Sleepers: Disadvantages
Metal Sleepers
 Made up of concrete can either be made up of Reinforced
concrete & Pre-stressed concrete sleepers.
Requirements:
Bear tensile & compressive stresses
Packing of ballast not disturbed
Track circuiting is possible
Provide sufficient grip
Suitability
Every section of Rails
Any gauge of Track
All type of ballast
Type of Metal Sleepers
Metal Sleepers: Advantages
Metal Sleepers: Disadvantages
Concrete Sleepers
 Made up of concrete can either be made up of Reinforced
concrete & Pre-stressed concrete.
Requirements:
Moderate Weight
Resist Impact & Vibration
Suitability
Fast & Heavy Traffic
Ideal track for elastic fastenings
Type of Concrete sleepers
Concrete Sleepers: Advantages
Concrete Sleepers: Disadvantages
Sleeper density
 Number of Sleepers used per rail length.
 Expressed as M+1, M+2, M+3 etc.
Where M is the Length of Rail in meters
The No. varies according to axle load, speed, type &
section of rails etc.
 In case of LWR/CWR, this is expressed in the terms of No. of
sleepers per Km length.
For India, Number of sleepers per Rail length varies as M+4 to
M+7.
 Ballast is the granular materialgranular material packed under & around the
sleepers to transfer loads from sleepers to the ballast.
Component: BALLAST
Functions of Railway Ballast
 Distribute load uniformly on ground or subgrade.
 Holds sleepers in correct position
 Provide good drainage
 Prevents growth of weeds
 Make the track elastic to some degree
Requirement of good Ballast
STRONG
CLEAN
DURABLE
STABLE
NO HARMFUL EFFECTES ON RAIL &
SLEEPERS
ECONOMICAL
PROVIDE GOOD DRAINAGE
Type of Railway Track Ballast
Size of Ballast
 Best size of Ballast used varies from 1.9cm & 5.1cm with
reasonable proportion of intermediate sizes.
 Size of Ballast depends upon
Types of sleepers
Location of the Track
Types of Sleepers & Location of Track Ballast Size
Wooden sleepers 5.1 cm
Steel sleepers track 3.8 cm
Under Switches & crossings 2.54 cm
Section of Ballast
 Consists of Two Dimensions
Width of Ballast Section at the foot level of Rails
Depth of Ballast Section below the sleeper
 The width of Ballast varies from 38 cm to 43 cm.
 Minimum depth of Ballast (Db) =
Sleeper spacing (S) - width of sleeper (W)
2
(S)(S)
WW 2Db2Db WW
DbDb
Quantity of Ballast
 Ballast Required per meter length
 Depends upon Various factors
Type of Gauge
Type of Sleepers
Alignment of the Track (on Curves quantity of ballast is
slightly more.
Gauge Type of Sleepers Recommended Quantity of Ballast
B.G. Wooden & Metal Sleeper 1.036 cubic meter per meter run
M.G. Wooden & Metal Sleeper 0.71 cubic meter per meter run
N.G. Wooden Sleeper 0.53 cubic meter per meter run
Track Fittings & Fastenings
 All the fittings Which is used to keep the rails in the proper
position & to set the point & crossing properly.
 Important fittings commonly used in permanent way are
 Fish Plate  Bolts  Keys
 Spikes  Chairs  Plates
Fish Plates
At every rail joint, two fish plates on either side are provided to
maintain the continuity of the Rails.
Functions
Used in Rail Joints to Maintain the continuity of the rails
To allow for any expansion or contraction of the rail caused
by temperature variations
Maintain the correct alignment of the line horizontally &
Vertically.
Requirements
Permit free expansion & Contraction
Supports underside rail & top of foot
Easy to replace
Resist vertical & lateral bending
Bearing Plate
 Provided in between the flat footed rails & The wooden
sleepers.
 Made up of steel , Cast Iron etc.
Functions
Protect sleeper from sinking & Damage
Distribute load over large area
Help fastening to remain in position
Not used in case of B.H. & D.H. rails
since there are chairs.
Spikes
 Used to fix rails, bearing plates & chairs to wooden sleepers
Dog Spikes
 Resemble with the dog ear, generally used for holding the
flat footed rails to a wooden sleepers.
Advantages
Cheapest
Easy in Fixing & removing from sleeper
Maintain a better gauge
Disadvantages
Due to wave motion, spikes are
slightly are driven out of the sleepers
cause creep in the rail.
Screw Spikes
 Tapered screw with V-threads, head is circular with square
projection.
Advantages
Holding power is more
Resist lateral Thrust
Strong
Disadvantages
Costly
Gauge Maintenance is difficult
Round Spikes
 Head either cylindrical or hemispherical & have blunt end.
 Used for fixing chairs of Bull headed Rails to wooden
sleepers
 Used for fixing slide chairs of Point & Crossing
 Have limited Use
Also Known as Rough Spikes
Elastic Spikes
 Have special head & are provided with a steel spring
 Head absorbs the wave motion without getting loose.
 Provide better grip
 Reduce wear & Tear of Rail
 Reduce Creep of Rail also
Most commonly used in U.K.
3-spikes per Baseplates are used
Bolts
 Used for connecting fish plates to the rails at rail joints,
bearing plates& chairs to wooden sleepers etc.
Chairs
 For holding Double-headed & Bull-headed rails to fix to the
sleeper by round spikes Cast Iron chairs are Used.
 Stock & tongue Rails are rest on special type of Chairs
Named as Slide Chairs
Keys
 Small tapered pieces of timbers & steel used for fixing rails to
sleepers.
 It is used to fix Double & bull headed rails to chairs.
Do you have Any Question?

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Railway Engineering- Basic Introduction

  • 2. Review of Syllabus Unit –Unit – II Part -Part - IIII
  • 3.  Sleepers are the members laid transverselymembers laid transversely under the rails which are meant to support the rail over them & transfer the load from rails to ballast. RAILWAY SLEEPERS
  • 4. Functions of Railway Sleepers  Maintain Alignment of track  Hold the Rails to Proper gauge  Distribute load over large area of ballast  Absorb vibrations caused by the train  Maintain proper super elevation on curves  Provide overall stability to the permanent way.
  • 5. Requirement of Ideal Sleepers CAN BE EASILY REMOVED, REPLACED, PACKED & LIFTED WHEN REQUIRED DURABLE MAINTAIN CORRECT GAUGE MODERATE WEIGHT RESIST IMPACT & VIBRATIONS LESS MAINTENANCE COST GOOD HOLDING CAPACITY PROVIDE GOOD TRACK CIRCUITING HIGH SCRAP VALUE
  • 7. Wooden Sleepers  Wooden Logs of Hard wood such as Sal & teak and soft wood such as Chir & Deodar. Requirements: Well seasoned Free from all type of defects Suitability Every section of Rails Any gauge of Track All type of ballast
  • 10. Metal Sleepers  Made up of concrete can either be made up of Reinforced concrete & Pre-stressed concrete sleepers. Requirements: Bear tensile & compressive stresses Packing of ballast not disturbed Track circuiting is possible Provide sufficient grip Suitability Every section of Rails Any gauge of Track All type of ballast
  • 11. Type of Metal Sleepers
  • 14. Concrete Sleepers  Made up of concrete can either be made up of Reinforced concrete & Pre-stressed concrete. Requirements: Moderate Weight Resist Impact & Vibration Suitability Fast & Heavy Traffic Ideal track for elastic fastenings
  • 15. Type of Concrete sleepers
  • 18. Sleeper density  Number of Sleepers used per rail length.  Expressed as M+1, M+2, M+3 etc. Where M is the Length of Rail in meters The No. varies according to axle load, speed, type & section of rails etc.  In case of LWR/CWR, this is expressed in the terms of No. of sleepers per Km length. For India, Number of sleepers per Rail length varies as M+4 to M+7.
  • 19.  Ballast is the granular materialgranular material packed under & around the sleepers to transfer loads from sleepers to the ballast. Component: BALLAST
  • 20. Functions of Railway Ballast  Distribute load uniformly on ground or subgrade.  Holds sleepers in correct position  Provide good drainage  Prevents growth of weeds  Make the track elastic to some degree
  • 21. Requirement of good Ballast STRONG CLEAN DURABLE STABLE NO HARMFUL EFFECTES ON RAIL & SLEEPERS ECONOMICAL PROVIDE GOOD DRAINAGE
  • 22. Type of Railway Track Ballast
  • 23. Size of Ballast  Best size of Ballast used varies from 1.9cm & 5.1cm with reasonable proportion of intermediate sizes.  Size of Ballast depends upon Types of sleepers Location of the Track Types of Sleepers & Location of Track Ballast Size Wooden sleepers 5.1 cm Steel sleepers track 3.8 cm Under Switches & crossings 2.54 cm
  • 24. Section of Ballast  Consists of Two Dimensions Width of Ballast Section at the foot level of Rails Depth of Ballast Section below the sleeper  The width of Ballast varies from 38 cm to 43 cm.  Minimum depth of Ballast (Db) = Sleeper spacing (S) - width of sleeper (W) 2 (S)(S) WW 2Db2Db WW DbDb
  • 25. Quantity of Ballast  Ballast Required per meter length  Depends upon Various factors Type of Gauge Type of Sleepers Alignment of the Track (on Curves quantity of ballast is slightly more. Gauge Type of Sleepers Recommended Quantity of Ballast B.G. Wooden & Metal Sleeper 1.036 cubic meter per meter run M.G. Wooden & Metal Sleeper 0.71 cubic meter per meter run N.G. Wooden Sleeper 0.53 cubic meter per meter run
  • 26. Track Fittings & Fastenings  All the fittings Which is used to keep the rails in the proper position & to set the point & crossing properly.  Important fittings commonly used in permanent way are  Fish Plate  Bolts  Keys  Spikes  Chairs  Plates
  • 27. Fish Plates At every rail joint, two fish plates on either side are provided to maintain the continuity of the Rails. Functions Used in Rail Joints to Maintain the continuity of the rails To allow for any expansion or contraction of the rail caused by temperature variations Maintain the correct alignment of the line horizontally & Vertically. Requirements Permit free expansion & Contraction Supports underside rail & top of foot Easy to replace Resist vertical & lateral bending
  • 28. Bearing Plate  Provided in between the flat footed rails & The wooden sleepers.  Made up of steel , Cast Iron etc. Functions Protect sleeper from sinking & Damage Distribute load over large area Help fastening to remain in position Not used in case of B.H. & D.H. rails since there are chairs.
  • 29. Spikes  Used to fix rails, bearing plates & chairs to wooden sleepers
  • 30. Dog Spikes  Resemble with the dog ear, generally used for holding the flat footed rails to a wooden sleepers. Advantages Cheapest Easy in Fixing & removing from sleeper Maintain a better gauge Disadvantages Due to wave motion, spikes are slightly are driven out of the sleepers cause creep in the rail.
  • 31. Screw Spikes  Tapered screw with V-threads, head is circular with square projection. Advantages Holding power is more Resist lateral Thrust Strong Disadvantages Costly Gauge Maintenance is difficult
  • 32. Round Spikes  Head either cylindrical or hemispherical & have blunt end.  Used for fixing chairs of Bull headed Rails to wooden sleepers  Used for fixing slide chairs of Point & Crossing  Have limited Use Also Known as Rough Spikes
  • 33. Elastic Spikes  Have special head & are provided with a steel spring  Head absorbs the wave motion without getting loose.  Provide better grip  Reduce wear & Tear of Rail  Reduce Creep of Rail also Most commonly used in U.K. 3-spikes per Baseplates are used
  • 34. Bolts  Used for connecting fish plates to the rails at rail joints, bearing plates& chairs to wooden sleepers etc.
  • 35. Chairs  For holding Double-headed & Bull-headed rails to fix to the sleeper by round spikes Cast Iron chairs are Used.  Stock & tongue Rails are rest on special type of Chairs Named as Slide Chairs
  • 36. Keys  Small tapered pieces of timbers & steel used for fixing rails to sleepers.  It is used to fix Double & bull headed rails to chairs.
  • 37. Do you have Any Question?

Editor's Notes

  1. Track Circuiting: A track circuit is a simple electrical device used to detect the presence & absence of a train on rail tracks. Scrap Value: the expected or estimated value of the asset at the end of its useful life
  2. CST 9 sleepers- combination of Plate & Box type sleepers Triangular inverted pot on either rail seat, a plate with projected rib & a box on the top of the plate
  3. CST 9 sleepers- combination of Plate & Box type sleepers Triangular inverted pot on either rail seat, a plate with projected rib & a box on the top of the plate
  4. Track Circuiting: A track circuit is a simple electrical device used to detect the presence & absence of a train on rail tracks. Scrap Value: the expected or estimated value of the asset at the end of its useful life
  5. Resembles with the ear of dog
  6. Left slightly above the rail flange to allow wave motion