1) Turnouts and crossings allow trains to be routed from one track to another in rail yards. They consist of switch parts, middle (lead) parts, and crossing parts.
2) Turnouts have movable points that can be positioned to direct trains down the straight main route or diverging route. Passing through in one direction is called facing-point movement, while the other is trailing-point movement.
3) Various factors like kinks, gaps, and lack of transitions can limit train speeds over turnouts. Turnouts can have straight or curved switches and lead curves, and come in different types for track configurations.
this slides will contains some information about 'turnouts in railways', it's component parts and its classification. if any mistakes present, please tell me i will rectify them.
This Presentation Contains Railway engineering concepts. The contents covered are Points & crossings: Turnout, switches, throw switches, diamond crossing, cross-overs, single slip and double slip, scissor cross-over, Triangle & turntable. Feel free to write in Comment Section or drop a line in my Inbox amanbathla710@gmail.com
Its a very smiple and sweet presentation which helps to clarify your basic concepts about the specific topic of "POINTS AND CROSSINGS" Presented by Abhijeet S. Salve student of Maharashtra intitute of Technology in Civil engineering (B.tech).
this slides will contains some information about 'turnouts in railways', it's component parts and its classification. if any mistakes present, please tell me i will rectify them.
This Presentation Contains Railway engineering concepts. The contents covered are Points & crossings: Turnout, switches, throw switches, diamond crossing, cross-overs, single slip and double slip, scissor cross-over, Triangle & turntable. Feel free to write in Comment Section or drop a line in my Inbox amanbathla710@gmail.com
Its a very smiple and sweet presentation which helps to clarify your basic concepts about the specific topic of "POINTS AND CROSSINGS" Presented by Abhijeet S. Salve student of Maharashtra intitute of Technology in Civil engineering (B.tech).
Location horizontal and vertical curves Theory Bahzad5
Setting out of works
horizontal and vertical curves
Horizontal Alignment
ØAn introduction to horizontal curve &Vertical curve.
ØTypes of curves.
ØElements of horizontal circular curve.
ØGeometric of circular curve
Ø Methods of setting out circular curve
Ø Setting out of horizontal curve on ground
Ø Vertical curve Definition.
ØElements of the vertical curves.
ØAvailable methods for computing the elements of vertical curves
Types of Curves
1- Horizontal Curves
2- Vertical Curves
Horizontal Curves
are circular curves. They connect tangent lines around
obstacles, such as building, swamps, lakes, change
direction in rural areas, and intersections in urban areas.
-Compound Curve.
-Reverse curve.
-Transition or Spiral Curves.
-Horizontal Curve: Simple circular
curve
-Elements of horizontal curves.
-Formulas for simple circular
curves.
-Properties of circular curves.
example:A horizontal curve having R= 500m, ∆=40°, station P.I=
12+00 ,prepare a setting out table to set out the curve
using deflection angle from the tangent and chord length
method, dividing the arc into 50m stations.
:Example H.W
A Horizontal curve is designed with a 600m radius and is
known to have a tangent of 52 m the PI is Station
200+00 determent the Stationing of the PT?
-PROCEDURE SETTING OUT Practical .
Vertical Curves
Elevation and Stations of main points on the Vertical Curve .
Assumptions of vertical curve projection.
Example: A vertical parabola curve 400m long is to be set
between 2% (upgrade) and 1% (down grade), which meet
at chainage of 2000 m, the R.L of point of intersection of
the two gradients being (500.00 m). Calculate the R.L of
the tangent and at every (50m) parabola.
Thank you all
Prepared by:
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
This presentation constitutes an integral component of a designated course curriculum and is crafted and disseminated for its intended audience. None of the contents within this presentation should be construed as a formal publication on the subject matter. The author has extensively referenced published resources in the preparation of this presentation, and proper citations will be provided in the bibliography upon completion of its development.
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
Location horizontal and vertical curves Theory Bahzad5
Setting out of works
horizontal and vertical curves
Horizontal Alignment
ØAn introduction to horizontal curve &Vertical curve.
ØTypes of curves.
ØElements of horizontal circular curve.
ØGeometric of circular curve
Ø Methods of setting out circular curve
Ø Setting out of horizontal curve on ground
Ø Vertical curve Definition.
ØElements of the vertical curves.
ØAvailable methods for computing the elements of vertical curves
Types of Curves
1- Horizontal Curves
2- Vertical Curves
Horizontal Curves
are circular curves. They connect tangent lines around
obstacles, such as building, swamps, lakes, change
direction in rural areas, and intersections in urban areas.
-Compound Curve.
-Reverse curve.
-Transition or Spiral Curves.
-Horizontal Curve: Simple circular
curve
-Elements of horizontal curves.
-Formulas for simple circular
curves.
-Properties of circular curves.
example:A horizontal curve having R= 500m, ∆=40°, station P.I=
12+00 ,prepare a setting out table to set out the curve
using deflection angle from the tangent and chord length
method, dividing the arc into 50m stations.
:Example H.W
A Horizontal curve is designed with a 600m radius and is
known to have a tangent of 52 m the PI is Station
200+00 determent the Stationing of the PT?
-PROCEDURE SETTING OUT Practical .
Vertical Curves
Elevation and Stations of main points on the Vertical Curve .
Assumptions of vertical curve projection.
Example: A vertical parabola curve 400m long is to be set
between 2% (upgrade) and 1% (down grade), which meet
at chainage of 2000 m, the R.L of point of intersection of
the two gradients being (500.00 m). Calculate the R.L of
the tangent and at every (50m) parabola.
Thank you all
Prepared by:
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
This presentation constitutes an integral component of a designated course curriculum and is crafted and disseminated for its intended audience. None of the contents within this presentation should be construed as a formal publication on the subject matter. The author has extensively referenced published resources in the preparation of this presentation, and proper citations will be provided in the bibliography upon completion of its development.
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
Exploring Career Paths in Cybersecurity for Technical CommunicatorsBen Woelk, CISSP, CPTC
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This comprehensive program covers essential aspects of performance marketing, growth strategies, and tactics, such as search engine optimization (SEO), pay-per-click (PPC) advertising, content marketing, social media marketing, and more
7. -The long, continuous rails that form the outside edges of the
switch are called the stock rails.
-The movable parts that route the trains one way or the other
are called the points or point blades. The throw bar or tie
bar ties the points together and controls their movement from
side to side.
-The crossing in the middle where the rails meet is called the
frog.
7
frog.
-The rails between the points and the frog are called the
closure rails.
-The small lengths of rail along the stock rails (opposite the
frog) are called checkrails or guard rails. These keep the
wheels from "picking the frog" and heading the wrong way,
leading to a derailment.
8. On a typical switch, the straight path is called the
main route, and the path that curves away is
called the diverging route.
In a railroad, the sharpness of this divergent route
8
In a railroad, the sharpness of this divergent route
is identified in one of two ways: either in terms
of the radius, or by a number. The larger the
frog angle, the wider is the switch.
9. - A guard rail (check rail) is a short piece
of rail placed alongside the main (stock)
rail opposite the frog.
- These exist to ensure that the wheels
follow the appropriate flangeway through
the frog and that the train does not derail.
- Generally, there are two of these for each
frog, one by each outer rail.
9
frog, one by each outer rail.
12. - Points can be moved laterally into one of two positions so
as to determine whether a train coming from the narrow
end will be led towards the straight path or towards the
diverging path.
- A train moving from the narrow end towards the point
blades is said to be executing a facing-point
movement.
12
movement.
Unless the switch is locked, a train coming from either of
the converging directs will pass through the points onto
the narrow end, regardless of the position of the points, as
the vehicle's wheels will force the points to move. Passage
through a switch in this direction is known as a trailing-
point movement.
13. Various factors limiting speeds over turnouts are as follows
A-Kink in the turnout route at the toe of switch rail
B-Entry from straight to curve without transition
C- Lead curve without super-elevation
D-Entry from curve to straight without transition
E-Gap at the V of crossing
13
17. Type s of crossing (Frog)
Type s of crossing (Frog)
Straight crossing
Straight crossing Curved crossing
Curved crossing
lead curve may take one of the following forms:
lead curve may take one of the following forms:
1- Simple Circular Curve
17
2- Partly Curved, having a straight length near the crossing
3- Transition Curve
21. Representation of a turnout on centre line
Representation of a turnout on centre line
21
On the centre line the turnout is represented by two lines OPN1 W
and PN2 Z. In this OW represents the overall length of turnout from
SJ to the heel of crossing along the gauge line on which the crossing
lies. To locate the turnouts on centre line method, it will be necessary
to knowthe different components of centre line representation.
22. OP=A
PN1 =PN2 =M
N1 W=N2 Z=K
PW=PZ=B=M+K
Where A, M & K are known as turnout parameters
‘M’ is the distance from ‘P’ to the stock joint and can be
found out as explained below:
22
26. Offsets to Lead Curves for
Offsets to Lead Curves for
Turnout with Straight
Turnout with Straight
Switches
Switches
- The lead curve is
extended from heel at point
‘B’ to a point ‘H’ so that
the tangent to the curve
runs parallel to the gauge
line at a distance ‘Y’
26
line at a distance ‘Y’
- The point ‘H’ has been shown to lie inside the track, but in certain
layouts, depending on the switch angle and the radius, the point ‘H’
may lie outside the track and therefore the value of ‘Y’ will work
out as negative. The distance ‘BQ’ be denoted by ‘L’
29. 2
2-
- Turnout with Curved
Turnout with Curved
Switches
Switches
The lead curves in these
layouts at toe of switches
are tangential to the
switch angle and meets
the straight leg of crossing
29
the straight leg of crossing
at a distance ‘w’ from the
TNC of the crossing.
30. At toe of switch, thickness of tongue rail is ‘t’. Derivation for
lead curve radius will be same as for straight switches. The same
can be derived by substituting ‘t’ (toe thickness) for ‘d’ (the heel
divergence).
30
33. Connections to Straight Parallel
Connections to Straight Parallel Tracks
Connections to Straight Parallel Tracks
Type of Layout connections between the straight parallel tracks
will be dependent upon the distance between the two tracks and
the space availability in the yard. Accordingly distance between
the two tracks may be treated as Normal or Large distance.
33
Tracks
35. - A crossover is a pair of switches that connects two
parallel rail tracks, allowing a train on one track to cross
over to the other. Like the switches themselves,
crossovers can be described as either facing or trailing.
- When two crossovers are present in opposite directions,
one after the other, the four-switch configuration is
Crossover
Crossover
35
one after the other, the four-switch configuration is
called a double crossover.
37. 37
First of all the value of ‘D’ will be known from the field surveying.
Turnout prarameters ‘A’, ‘B’ will be known once we have decided
the type of turnout. Then from Eq 5.2 & 5.3, the values of ‘X’ &
finally ‘OL’ will be calculated. Now with these values in the hand,
location of one of ‘SJ’ can be fixed by keeping it at a distance ‘OL’
apart in reference to another ’SJ’.
After fixing the location of ‘SJ’, rest of the turnout can be set out
by field surveying.
38. Scissors
If the crossovers overlap in the shape of the letter X, it is
dubbed a ‘scissors crossover or diamond crossover’ in
reference to the diamond crossing in the centre. This makes
for a very compact track layout at the expense of using a
level junction.
38
39. The same function can be achieved by two crossovers
Facing each other.
39