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Layout and construction of a railway track and railway station

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Title: Layout and construction of a railway track and railway station


1
TOPIC
  • Layout and construction of a railway track and
    railway station

2
RAILWAY TRACK
  • Track is the base upon which the railway
    runs.  To give a train a good ride, the track
    alignment must be set to within a millimeter of
    the design.  Track design and construction is
    part of a complex and multi-disciplinary
    engineering science involving earthworks,
    steelwork, timber and suspension systems the
    infrastructure of the railway. 

3
Modern Track forms
  • There are now a range of modern track forms using
    a concrete base.  They are generally used in
    special locations such as tunnels or bridges
    where a rigid base is required to ensure track
    stability in relation to the surrounding
    structures.  This type of track, usually called
    "slab track" or "non-ballasted" track

4
Ballasted vs Non-Ballasted Track
  • The basic argument for different track designs
    will be based on the bottom line cost cost of
    installation and cost of maintenance.  There are
    however, other issues such as environment noise,
    dust and vibration or engineering issues such as
    space, location, climate and the type of service
    intended for the track.
  • There are a wide variety of track forms and
    systems incorporating some form of concrete base
    or support which doesn't need ballast.  Almost
    all of these require less depth of construction
    than ballasted track.  However, the accuracy of
    installation must be higher than that needed for
    ballasted track.  Slab track will not be adjusted
    after installation but ballast can be packed to
    align track as required.

5
Elements of railway track
  • Railway track consists of the following elements
  • (1) Sub-structure
  • Track is the most obvious part of a railway
    rout but there is a sub-structure supporting the
    track which is equally as important in ensuring a
    safe and comfortable ride for the train and its
    passengers. This part of the road consists of two
    main elements,
  • Formation
  • Ballast

6
Elements of railway track
  • Formation
  • The formation is the ground upon which the
    track will be laid.  It can be the natural ground
    level or "grade" or it can be an embankment or
    cutting.  It is important that the formation is
    made of the right materials and is properly
    compacted to carry the loads of passing trains.
    It provides a smooth and uniform bed on which the
    track is laid.

7
Elements of railway track
  • Ballast
  • The track itself is supported on "ballast",
    made up of stones usually granite or in the US,
    basalt below which is a layer of sand, which
    separates it from the formation. Ballast is
    provided to give support, load transfer and
    drainage to the track and there by keep water
    away from the rails and sleepers.  Ballast must
    support the weight of the track and the
    considerable cyclic loading of passing trains. 
    Ballast is made up of stones of granite.  Ballast
    will be laid to a depth of 9 to 12 inches .

8
Elements of railway track
  • 2- Sleepers
  • Traditionally, sleepers (known as ties in the
    US) are wooden are used transverse support
    for a railway to give stiffness to it. They can
    be softwood or hardwood. Most in the UK are
    softwood, although London Underground uses a
    hardwood called Jarrah wood

9
Types of sleepers
  • Depending upon the material used for their
    manufacture, the sleepers can be divided into the
    following categories
  • Wooden sleepers
  • Steel sleepers
  • Cast iron sleepers
  • Concrete sleepers

10
Types of sleepers
  • wooden sleepers
  • Advantages
  • Wooden sleepers are the ideal type of sleeper.
    Hence they are universally used.They can be
    softwood or hardwood. They are easy to cut and
    drill and used to be cheap and plentiful. They
    absorb shocks and vibrations better than other
    types of sleepers.

11
Wooden sleepers
  • Disadvantages
    They are easily
    liable to attack by vermin and weather. Hence
    their life is lesser than other type of sleepers
    and also susceptible to fire.
  • Their maintenance cost is highest in
    comparison to other type of sleepers.Their useful
    life is short about 12 to 15 years.

12
Concrete sleepers
  • Concrete is the most popular of the new types .
    Concrete sleepers are much heavier than wooden
    ones, so they resist movement better.  They work
    well under most conditions but there are some
    railways which have found that they do not
    perform well under the loads of heavy haul
    freight trains.  They offer less flexibility and
    are alleged to crack more easily under heavy
    loads with stiff ballast.  They also have the
    disadvantage that they cannot be cut to size for
    turnouts and special trackwork. 

13
Steel sleepers
  • Steel sleepers are also now used on more
    lightly used roads, but they are regarded as
    suitable only where speeds are 100 mi/h or
    less.it is more durable than other types of
    sleepers and its life peried about 35-40 years.
    It is not susceptible to vermin attack and fire
    and also easily manufectureable.But there are
    also demarits,such as It is liable to corrosion
    and Fittings required are greater in number.

14
Elements of railway track
  • 3- Rails
  • Rail is an iron beam.it has a wide base or
    "foot" and narrower top or "head".  The UK
    introduced a type of rail which was not used
    elsewhere apart from a few UK designed
    railways.  This was known as "Bullhead" rail and
    is shown in comparison with the standard type in
    the diagram.

15
Types of rails
  • Rails can be classified into the following
    categories
  • Bull headed rail
  • Flat footed rail



16
Rail Welding
  • Modern trackwork uses long welded rail lengths to
    provide a better ride, reduce wear, reduce damage
    to trains and eliminate the noise associated with
    rail joints.  Rail welding is a complex art (or
    science) depending on how you feel about it. 
    There are two main types of welding used for
    rails Thermit welding and Flash Butt welding. 

17
Gauging
  • The line of route has to be checked from time to
    time to ensure that the structures are not
    interfering with the gauge.  A line is always
    gauged when a new type of rolling stock is to be
    introduced.  It is important to see that the
    small variations in track position, platform
    edge, cable duct location and signal equipment
    hasn't been allowed to creep inwards during
    maintenance and renewalprogrammes.
     

18
Monuments and Datum Plates
  • Along the line of route various locations are
    marked by a fixed post in the track or a plate on
    a near by structure to indicate the correct level
    or position of the track.  These are called
    monuments or datum plates.  Measurements are
    taken from these to confirm the correct position
    of the track.

19
Curves
  • Curves in the track are almost a science on their
    own.  Careful calculations are required to ensure
    that curves are designed and maintained properly
    and that train speeds are allowed to reach a
    reasonable level without causing too much lateral
    stress on the track or inducing a derailment. 
    There are both vertical curves and horizontal
    curves.  There is also a section of track on
    either side of a curve known as the transition,
    where the track is changing from straight to a
    curve or from a curve of one radius to one of
    another radius.

20
Cant
  • Cant is the name used to describe the cross level
    angle of track on a curve, which is used to
    compensate for lateral forces generated by the
    train as it passes through the curve.  In effect,
    the sleepers are laid at an angle so that the
    outer rail on the curve is at a higher level than
    the inner rail.  In the US, it is known as
    superelevation. Cant is measured either in
    degrees or in linear dimensions.  On standard
    gauge track 150 mm or 6 ins. of cant is equal to
    6 degrees.   

21
Turnouts
  • I have used the word "turnout" to describe the
    junctions in trackwork where lines diverge or
    converge so as to avoid "points" (UK) or
    "switches" (US).  A turnout consists of a number
    of parts as followsThe moving part of the
    turnout is the switch "blade" or "point", one for
    each route.  The two blades are fixed to each
    other by a tie bar to ensure that when one is
    against its stock rail, the other is fully clear
    and will provide room for the wheel flange to
    pass through cleanly.  Either side of the
    crossing area, wing and check rails are provided
    to assist the guidance of the wheelsets through
    the crossing.

22
Types of turnouts
  • There are a number of standard layouts or types
    of turnouts, as shown in the following diagrams.

23
Crossings
  • The crossing can be cast or fabricated.  Rails
    are usually made of steel with a large iron
    content but a little manganese is added to
    crossings and some heavily used rails to increase
    resistance to wear.  Below is a photo of an
    example of a cast manganese crossing.  A crossing
    is also sometimes referred to as a "frog".

24
Switch crossing
  • A switched crossing (sometimes referred to as a
    swing nose crossing or moveable frog) will
    normally be provided for turnouts with a very
    acute angle.  The crossing will have a powered
    element which will be set for the required route
    at the same time as the switch blade is set.
  • The blades of a turnout are normally moved
    remotely using an electrically operated point
    machine.  The machine contains the contacts which
    confirm the points are moved and locked in the
    correct position for the route set.  Point
    machines are normally located to one side of the
    track but a new generation of machines is now
    appearing where the mechanism is contained in a
    sleeper fitting between the rails.

25
Route Signalling
  • Signalling in the UK has always used the
    principle of "route signalling" as opposed to the
    "speed signalling" philosophy adopted by European
    and US railways.  This means that drivers of a
    British train will be shown which route a train
    will take when it proceeds past a signal
    protecting a diverging junction. 

26
RAILWAY STATION
  • Introduduction
    There was a
    time (in the UK at least) when the word "station"
    would only ever be taken to refer to a railway
    station.  For some reason, nowadays people insist
    on referring to a station as a "train station as
    if there was any other sort of station.  
    Whatever it is called, the station can often be a
    neglected part of the railway scene but they are
    the usually first point of contact the passenger
    has with the system.

27
Station
  • Stations are the places where trains stop to
    collect and deposit passengers.  It should
    therefore be well designed, pleasing to the eye
    (photo left), comfortable and convenient for the
    passenger as well as efficient in layout and
    operation.  Stations must be properly managed and
    maintained and must be operated safely.

28
Station and Crossing Safety
  • There are two differing views about passenger
    safety at stations which have dictated station
    design for the last 150 years or more.  For most
    of the world, it has been assumed that passengers
    will take care of their own safety when walking
    on or near a railway.  Because of this, it is not
    considered necessary to segregate passengers from
    trains.  

29
Platforms
  • The term platform is worth explaining.  In the
    US, the position of a train in a station is
    referred to as the "track" as in "The train for
    San Diego is on Track 9".   This is very logical
    as the raised portion of the ground next to the
    track is actually the platform and may well be
    used by passengers boarding a train on a track
    along the opposite edge of the platform.  For
    this reason, the British way of referring to the
    "Train at Platform 4", referring to the platform
    "face", sometimes confuses foreign visitors, who
    see two trains, one on each side of the
    platform. 

30
Entrances and Exits
  • Station entrances and exits must be designed to
    allow for the numbers of passengers passing
    through them, both under normal and emergency
    conditions.  Specific emergency exit requirements
    are outlined in many countries as part of safety
    legislation or to standards set down by the
    railways or other organisations. 

31
Passenger Information
  • Information systems on stations are variously
    referred to as a Passenger Information System
    (sometimes referred to as PIS) or Passenger
    Information Display (PID).  Professional railway
    staff often refer to them as Train Describers.  
    One of the most common complaints by passengers
    on railways is the lack of up to date and
    accurate information.  When asking the staff for
    information, passengers expect an accurate and
    courteous response with the latest data. 

32
Station Design
  • The design of stations has developed over the
    years as the use of railways has first expanded
    and latterly declined.  A new form of station
    design has also evolved with the introduction of
    metros and high capacity urban railways. 
  • On a railway which requires passengers to be in
    possession of a valid ticket or authority to
    travel whilst on the property, the station area
    is divided into an "unpaid area" and a "paid
    area", to denote the parts where passengers
    should be in possession of a valid ticket. 

33
Side Platform Station
  • The basic station design used for a double track
    railway line has two platforms, one for each
    direction of travel.  Each platform has a ticket
    office and other passenger facilities such as
    toilets and perhaps a refreshment or other
    concession. 

34
Island Platform Station
  • A cheaper form of station construction, at least
    for a railway at grade level, is the island
    platform.  As its name suggests, this is a single
    platform serving two tracks passing on either
    side, effectively creating an island which can
    only be accessed by crossing a track.  A bridge
    or underpass is usually provided.  Island
    platforms are usually wider than single platforms
    used for side platform stations but they still
    require less area. 

35
Elevated Station with Side Platforms
  • Elevated railways are still popular in cities,
    despite their history of noise creation and
    generally unfriendly environmental image.  The
    poor image has been considerably reduced with
    modern techniques of sound reduction and the use
    of reinforced and pre-stressed concrete
    structures.  They are considerably cheaper than
    underground railways and can be operated with
    reduced risk of safety. 

36
Elevated Station with Ticket Hall Below
Platforms
  • The ticket office and gate lines are below the
    platform level.  This can be done to allow one
    ticket office to serve both platforms but it
    requires the space to be available below track
    level and this, in turn, requires enough height
    in the structure.  Since many stations are built
    at road intersections, the location of the
    station structure might have to permit road
    traffic to pass beneath it and this requires an
    adequate height structure to be built.  It is
    sometimes better to position the structure to one
    side of the road intersection to allow room below
    for the ticket office.

37
Lifts and Escalators
  • Vertical transportation at stations in city
    environments and on urban railways is almost as
    important as the horizontal transportation
    provided by the trains.  Any station not easily
    accessible on the surface and which requires
    stairs, will nowadays, require lifts for the
    disabled.  Stations with a height difference
    between levels of more than 4 to 5 metres will
    probably need escalators as well - certainly in
    the up direction.   

38
Junction signals
  • This pair of stop signals protects a pair of
    diverging routes.  The lower signal is "off",
    indicating that the diverging route to the left
    of the two is set and locked and the train may
    proceed along that route.  The position of the
    two semaphore arms was often arranged so that one
    was lower than the other to indicate a slower
    route, usually because of a curve.

39
Sources
  • RAILWAY TRACK by Dan McNaughton, Simon Lowe and
    Mike Brotzman
  • www.railway-technical.com/stations.shtml
  • www.railway-technical.com/sigtxt1.shtml
  • www.railway-technical.com/?
  • Railway Age   Modern Railways  International
    Railway Journal  Railway Gazette International 
    Mass Transit  Trains Magazine.
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