INDUSTRIALTRAINING
REPORT
COMPANY NAME
DURATION
: DELHI METRO RAIL CORPORATION LIMITED.
: 10/07/2017 TO 10/08/207
NAME
ROLL NUMBER
: MD. SHADAB
: 1413200099
DEPARTMENT OF CIVIL ENGINEERING
GNIOT
is a metro system serving delhi metropolitan area &
its satellite cities of Gurgaon, Noida, Faridabad and Ghaziabad in
the National Capital Region of India. Delhi metro has been ranked
second among 18 international metro systems in terms of overall
customer satisfaction in an online customer survey
is India’s largest engineering and construction
company. Considered to be the “bellwether of India’s engineering
& construction sector”, J.KUMAR
is formed in the year 1980 and it is registered independently
as Class I-A Contractor with P.W.D., Government of
Maharashtra
infrastructure India pvt. Ltd. is an international company
which integrates overseas construction, design and management,
investment, and sales of construction equipment
SITE LOCATION
SAFETY INDUCTION
In safety induction safety engineer told us about the use of safety equipment and PPE (Personal
Protective Equipment) at construction site.
PPE(Personal Protective Equipment)
 Safety Helmet
 Safety shoes
 Safety Gloves
 Safety Jacket
 Safety Glasses
TUNNELOVERVIEW
KEY POINTS ABOUTTUNNEL:-
 Tunnels are constructed with the help of TBM (tunnel BoringMachine)
 The type of tunnel is “twin tunnel”.
 Inner diameter of tunnel is 5.8m
 Outer diameter is 6.5m
 There are 6 segment key in one ring of thickness 275mm and length 1.4m
 A cross passage is provided after every 200 rings for emergency exit.
 The lower most of the tunnel is 20m below the groundsurface.
TBM (Tunnel Boring Machine)
A tunnel Boring machine also known as “mole“, is a machine used to
excavate tunnels with a circular cross section through a variety of soil
and rock strata. They can bore through anything from hard rock to
sand. Tunnel diameter can range from a meter (done with micro-TBM)
to 19.25 meter to date.
Tunnel boring machine are used as an alternative to drilling and
blasting methods in rock and conventional “hand mining “in soil. TBM
have the advantages of limiting the disturbance to the surrounding
ground and produced a smooth tunnel wall.
The major disadvantage is the upfront cost. TBMs are expensive to
construct, and can be difficult to transport. However, as
modern tunnels become longer, the cost of tunnel boring machines
versus drill and blast is actually less.
WATER PROOFING
Waterproofing is the creation of a relatively impervious
membrane, coating, or sealer used in concealed locations to
prevent water from entering or passing through either
horizontal or vertical building materials.
Chemicals used for Waterproofing
-For Priming Purpose
Master Seal M2525(Provided In two component A &
B)
-Waterproofing Layer
Master Seal M800(Provided In two component A &
B)
Master Seal M2525-Master Emaco 2525 is a solvent
free, high-performance, versatile epoxy binder
that can be used to produce a range of epoxy resin
based mortars.
MASTER SEAL M800:
Description- A highly elastic, solvent free, ultra-fast curing, spray applied polyurethane coating and it is used in
waterproofing applications. Master Seal M800 is a solvent free, two component.
It is highly reactive and can only be applied by special two component spray equipment Master Seal M800 is used in
a variety of waterproofing applications including roofing, balconies, podium and car park decks, cut and cover
tunneling and basement waterproofing.
APPLICATION OF WATER PROOFING MEMBRANE ON PRIMER LAYER PACKAGING:-
Master Seal M800 is supplied in drums.
Component A: 210 kg Component B: 220 kg
Requirements on site
Dry Film Thickness – 2.5 mm
Tensile Strength- 4.0 Mpa min
Membrane Elongation at break- 130 % min
Peel Adhesion to concrete – 2 Mpa min
Static crack bridging – 2 mm min
•
BLOCK WORKS Dimension of Block– 400*200*200
Mortar-Cement sand mortar with ratio 1:4
Block Strength- 7.5 N/mm2
MIX –M15
Thickness of the bond-10mm
Joint Type-Basic English Bond(1 block thick)
BLOCK WORK IN
FRONT OF
RETAINING WALL
CONCOURSE
SLAB
ROOF SLAB
INITIAL LAYER OF BLOCK
WORK
RETAINING WALL
METHOD FORCONCRETING
Various methods involves in concrete work
 Placing of concrete
 Compaction of concrete
 Curing of concrete
CONCLUSION
THANK YOU

Dmrc ppt final

  • 1.
    INDUSTRIALTRAINING REPORT COMPANY NAME DURATION : DELHIMETRO RAIL CORPORATION LIMITED. : 10/07/2017 TO 10/08/207 NAME ROLL NUMBER : MD. SHADAB : 1413200099 DEPARTMENT OF CIVIL ENGINEERING GNIOT
  • 2.
    is a metrosystem serving delhi metropolitan area & its satellite cities of Gurgaon, Noida, Faridabad and Ghaziabad in the National Capital Region of India. Delhi metro has been ranked second among 18 international metro systems in terms of overall customer satisfaction in an online customer survey is India’s largest engineering and construction company. Considered to be the “bellwether of India’s engineering & construction sector”, J.KUMAR is formed in the year 1980 and it is registered independently as Class I-A Contractor with P.W.D., Government of Maharashtra infrastructure India pvt. Ltd. is an international company which integrates overseas construction, design and management, investment, and sales of construction equipment
  • 3.
  • 4.
    SAFETY INDUCTION In safetyinduction safety engineer told us about the use of safety equipment and PPE (Personal Protective Equipment) at construction site. PPE(Personal Protective Equipment)  Safety Helmet  Safety shoes  Safety Gloves  Safety Jacket  Safety Glasses
  • 5.
    TUNNELOVERVIEW KEY POINTS ABOUTTUNNEL:- Tunnels are constructed with the help of TBM (tunnel BoringMachine)  The type of tunnel is “twin tunnel”.  Inner diameter of tunnel is 5.8m  Outer diameter is 6.5m  There are 6 segment key in one ring of thickness 275mm and length 1.4m  A cross passage is provided after every 200 rings for emergency exit.  The lower most of the tunnel is 20m below the groundsurface.
  • 6.
    TBM (Tunnel BoringMachine) A tunnel Boring machine also known as “mole“, is a machine used to excavate tunnels with a circular cross section through a variety of soil and rock strata. They can bore through anything from hard rock to sand. Tunnel diameter can range from a meter (done with micro-TBM) to 19.25 meter to date. Tunnel boring machine are used as an alternative to drilling and blasting methods in rock and conventional “hand mining “in soil. TBM have the advantages of limiting the disturbance to the surrounding ground and produced a smooth tunnel wall. The major disadvantage is the upfront cost. TBMs are expensive to construct, and can be difficult to transport. However, as modern tunnels become longer, the cost of tunnel boring machines versus drill and blast is actually less.
  • 8.
    WATER PROOFING Waterproofing isthe creation of a relatively impervious membrane, coating, or sealer used in concealed locations to prevent water from entering or passing through either horizontal or vertical building materials. Chemicals used for Waterproofing -For Priming Purpose Master Seal M2525(Provided In two component A & B) -Waterproofing Layer Master Seal M800(Provided In two component A & B) Master Seal M2525-Master Emaco 2525 is a solvent free, high-performance, versatile epoxy binder that can be used to produce a range of epoxy resin based mortars.
  • 9.
    MASTER SEAL M800: Description-A highly elastic, solvent free, ultra-fast curing, spray applied polyurethane coating and it is used in waterproofing applications. Master Seal M800 is a solvent free, two component. It is highly reactive and can only be applied by special two component spray equipment Master Seal M800 is used in a variety of waterproofing applications including roofing, balconies, podium and car park decks, cut and cover tunneling and basement waterproofing. APPLICATION OF WATER PROOFING MEMBRANE ON PRIMER LAYER PACKAGING:- Master Seal M800 is supplied in drums. Component A: 210 kg Component B: 220 kg Requirements on site Dry Film Thickness – 2.5 mm Tensile Strength- 4.0 Mpa min Membrane Elongation at break- 130 % min Peel Adhesion to concrete – 2 Mpa min Static crack bridging – 2 mm min •
  • 10.
    BLOCK WORKS Dimensionof Block– 400*200*200 Mortar-Cement sand mortar with ratio 1:4 Block Strength- 7.5 N/mm2 MIX –M15 Thickness of the bond-10mm Joint Type-Basic English Bond(1 block thick) BLOCK WORK IN FRONT OF RETAINING WALL CONCOURSE SLAB ROOF SLAB INITIAL LAYER OF BLOCK WORK RETAINING WALL
  • 11.
    METHOD FORCONCRETING Various methodsinvolves in concrete work  Placing of concrete  Compaction of concrete  Curing of concrete
  • 12.
  • 13.