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Dr. Walied A. Elsaigh
welsaigh@ksu.edu.sa
Asst. Prof. of Civil Engineering
Jumada’-I 1437H
CE 435
Railway Engineering
Rail Joints
Textbook
Page 7.1 -7.9
Introduction
Rail joints were used to hold adjoining
rail ends together. In the correct
vertical and horizontal positions.
Rail joints form the weakest
part of a railway.
Rail strength at joints reduces to 50% as
compared to the rest of the rail.
Why needed? To take care of rail elongation “expansions” due
to variation in temperature, through the gap left between rail
ends. Can we NOT use joints?
Can we do without joints? yeh! same as the
system used here in KSA, welded joints. But
then how the thermal expansion is taken
care of? temperature reaches 50o
Celsius!
Types of Rail Joints
Supported Rail Joint
Rail ends rest in a
single sleeper.
Suspended Rail Joint
Rail ends projected
beyond sleepers.
Bridge Joint
Rail ends projected
beyond sleepers. Bridge
plate connect sleepers
single sleeper.
Welded Rail Joint
Ideal joint,
most perfect,
strongest type
weld
Cont. Types of Rail Joints
Staggered Rail Joint
Joint of one rail is not opposite to
the other rail.
Length (outer rail) >L (inner)
Staggered Joints
Square Joints
Used at straight
track sections
Staggered joints
are used at
Curved track
sections
Compromise Joint
Two different rail
sections are required
to be joined together
Why do so? Joining
rails of old system to
rails of new system
Cont. Types of Rail Joints
Insulated Joint
Insulated joints are used in
tracks having track circuits.
They prevent the electrical
current from flowing
between the ends of two
adjoining rails, thereby
creating a track circuit
section {AREMA}
Cont. Types of Rail Joints
Switch Expansion Joint
In the typical design of Switch Expansion Joints (SEJs)
presently used in welded track on most of the railway
systems
Adapted from http://binametalway.com/switchjoint.html
Welded Rails
[Advantages]
Provides perfect joint, increase rail’s life, reduced
construction cost, reduce maintenance cost (20 to 40%).
Reduces creep, expansion due to temperature & friction
of rails.
Joint defects are reduced or eliminated, defects such as
hammering, change of alignment, kinks ...etc.
Longer rails (heavier in weight) can be used (up to 30
m), which dampen the effect of vibration due to moving
loads.
Welding facilitate track circuiting on electrified track.
KSA railway tracks are basically formed of welded rails with diesel
locomotives, can we, at some stage, convert to electric trains?
Rails Welding Methods
Electric Arc welding
Oxyacetylene welding
Flash-butt welding
Chemical “thermit” welding
Adapted from presentation “ Construction Progress Update”
July 2012 by S.M.A.R.T on Railway track of Hearn Avenue
Cont. Rails Welding Methods
Theory of Welded Rails
Cont. Theory of Welded Rails
Numerical Example
Numerical Example
Quiz # 3 / 30 minutes
(2) Briefly explain the following rail track maintenance terms:
(a) Packing (c) Dehogging
(3) Draw a neat chart to explain the stages of rail track
construction process.
(4) Explain the main reasons behind reduction of strength
of rail track structure.
(1) Briefly explain the following railway track terms:
(a) Cess (b) Formation Consolidation
(5) Discuss what is termed as “rail roaring defect”,
causes, consequences, and remedy.
Homework
The consolidated formation is now ready, and you are the engineer who is
responsible for establishing the railway track between point (A) & (B). Create
a table to show all materials and quantities (Bills of quantity) required to
construct 1.0 km of the single mainline track. Assume welded rails are used.
Make reasonable assumption for any missing information (make clear
statement of your assumptions).
Item Unit Quantity
1. Rails piece 80
2. Sleepers ? ?
Example
Assumption: Rail length is 25 m

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08 Maintenance of Railway Tracks (Railway Engineering Lectures هندسة السكك ال...
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07 Construction and Renewal of Tracks (Railway Engineering Lectures هندسة الس...
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04 Ballast (Railway Engineering Lectures هندسة السكك الحديدية & Dr. Walied A....
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04 Rail Sleepers (Railway Engineering Lectures هندسة السكك الحديدية & Dr. Wal...
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03 Train Resistance and Tractive Power (Railway Engineering Lectures هندسة ال...
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02 Handout #1 (Railway Engineering Lectures هندسة السكك الحديدية & Dr. Walied...
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02 Rail Transport Systems (Railway Engineering Lectures هندسة السكك الحديدية ...
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01 Introduction (Railway Engineering Lectures هندسة السكك الحديدية & Dr. Wali...
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14 Analysis of Signalized Intersections (Traffic Engineering هندسة المرور & P...
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13 Fundamentals of Signal Timing and Design: Pretimed Signal (Traffic Enginee...
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12 Basic Principle Of Intersection Signalization (Traffic Engineering هندسة ا...
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11 Traffic Signal Control Overview (Traffic Engineering هندسة المرور & Prof. ...
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10 Capacity and LOS Analysis for Freeway (Traffic Engineering هندسة المرور & ...
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05 Rail Joints (Railway Engineering Lectures هندسة السكك الحديدية & Dr. Walied A. Elsaigh)

  • 1. Dr. Walied A. Elsaigh welsaigh@ksu.edu.sa Asst. Prof. of Civil Engineering Jumada’-I 1437H CE 435 Railway Engineering Rail Joints
  • 3. Introduction Rail joints were used to hold adjoining rail ends together. In the correct vertical and horizontal positions. Rail joints form the weakest part of a railway. Rail strength at joints reduces to 50% as compared to the rest of the rail. Why needed? To take care of rail elongation “expansions” due to variation in temperature, through the gap left between rail ends. Can we NOT use joints? Can we do without joints? yeh! same as the system used here in KSA, welded joints. But then how the thermal expansion is taken care of? temperature reaches 50o Celsius!
  • 4. Types of Rail Joints Supported Rail Joint Rail ends rest in a single sleeper. Suspended Rail Joint Rail ends projected beyond sleepers. Bridge Joint Rail ends projected beyond sleepers. Bridge plate connect sleepers single sleeper. Welded Rail Joint Ideal joint, most perfect, strongest type weld
  • 5. Cont. Types of Rail Joints Staggered Rail Joint Joint of one rail is not opposite to the other rail. Length (outer rail) >L (inner) Staggered Joints Square Joints Used at straight track sections Staggered joints are used at Curved track sections Compromise Joint Two different rail sections are required to be joined together Why do so? Joining rails of old system to rails of new system
  • 6. Cont. Types of Rail Joints Insulated Joint Insulated joints are used in tracks having track circuits. They prevent the electrical current from flowing between the ends of two adjoining rails, thereby creating a track circuit section {AREMA}
  • 7. Cont. Types of Rail Joints Switch Expansion Joint In the typical design of Switch Expansion Joints (SEJs) presently used in welded track on most of the railway systems Adapted from http://binametalway.com/switchjoint.html
  • 8. Welded Rails [Advantages] Provides perfect joint, increase rail’s life, reduced construction cost, reduce maintenance cost (20 to 40%). Reduces creep, expansion due to temperature & friction of rails. Joint defects are reduced or eliminated, defects such as hammering, change of alignment, kinks ...etc. Longer rails (heavier in weight) can be used (up to 30 m), which dampen the effect of vibration due to moving loads. Welding facilitate track circuiting on electrified track. KSA railway tracks are basically formed of welded rails with diesel locomotives, can we, at some stage, convert to electric trains?
  • 9. Rails Welding Methods Electric Arc welding Oxyacetylene welding Flash-butt welding Chemical “thermit” welding
  • 10. Adapted from presentation “ Construction Progress Update” July 2012 by S.M.A.R.T on Railway track of Hearn Avenue Cont. Rails Welding Methods
  • 12. Cont. Theory of Welded Rails
  • 15. Quiz # 3 / 30 minutes (2) Briefly explain the following rail track maintenance terms: (a) Packing (c) Dehogging (3) Draw a neat chart to explain the stages of rail track construction process. (4) Explain the main reasons behind reduction of strength of rail track structure. (1) Briefly explain the following railway track terms: (a) Cess (b) Formation Consolidation (5) Discuss what is termed as “rail roaring defect”, causes, consequences, and remedy.
  • 16. Homework The consolidated formation is now ready, and you are the engineer who is responsible for establishing the railway track between point (A) & (B). Create a table to show all materials and quantities (Bills of quantity) required to construct 1.0 km of the single mainline track. Assume welded rails are used. Make reasonable assumption for any missing information (make clear statement of your assumptions). Item Unit Quantity 1. Rails piece 80 2. Sleepers ? ? Example Assumption: Rail length is 25 m