3 0ktober 2012 Latihan Industri.vvpptx
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Transcript of 3 0ktober 2012 Latihan Industri.vvpptx
8/13/2019 3 0ktober 2012 Latihan Industri.vvpptx
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INDUSTRIAL TRAINING
PRESENTATION
PRESENT BY:
NURMAIZURA BINTI ARIS
AE09010
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JABATAN KERJA RAYA, KOTA
TINGGI, JOHOR .
FUNCTIONS
Jabatan Kerja Raya (JKR) is responsible for the planning, designing andconstruction of infrastructure projects in Malaysia and is the
implementing agency and technical consultant to the government. As
the implementing agency and technical consultant for the majority of
the government projects, JKR provides project management, asset
management and technical consulting service as the department’s core
business.
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INDUSTRIAL TRAINING
SCHEDULE
BUILDINGDEPARTMENT
• 18.06.2012
• 25.07.2012
ROADDEPARTMENT
• 26.07.2012
• 31.08.2012
QUANTITYSURVEYORDEPARTMENT
• 01.09.2012
• 07.09.2012
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BUILDING DEPARTMENT
Pre-handing over school (SJKC GOGOK, Kota Tinggi,
Johor )
Construction of 1 storey building of workshopat SMV
Construction of 1 storey building of arc andgas at SMV
Construction of Mosque Quarters 4 storey atTg.Sedili
Construction of Mosque at Pasir Gogok
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This pre- handing over is be held in order o avoid incoming problem after fullhanding over.
During this visit, the school need to prepared a representative in order to check
up the school that are ready to hand over.
Problems:a. The switch is unable to function well
b. The toilet is having leakage( piping system)
c. Furniture that is not in accordance with drawings (unsuitable) etc.
Solution:
a. The sub contractor is needed to repairing the damage which have been trace
by the school representative and JKR Technician.
PRE-HANDLING OVER A SCHOOL
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SMV : 1-Storey Workshop
Site progress:
a. Setting-out
b. Site investigation
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Pasir Gogok: Mosque Construction
Site Progress:a. Pile Foundation (Drop hammer)
Site Progress:
a. Excavationb. Pad Footing
SMV : 1-Storey Building Of Arc and Gas
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Shallow Foundation System
The vibrator is used tocompact the concrete.
After reinforcement
installation (lean concrete
is needed)
Works of dig land before
reinforcement is installed
for pad footing.
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Tg. Sedili: 4-Storey Building Of Mosque Quaters
Site Progress:
a. Pile cap
b. Concrete of beam and slab(ground floor)
c. Concrete of column
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Tg. Sedili: 4-Storey Building Of
Mosque Quaters
Ensure position column at
line that is straight
While concrete being
poured, raked and
vibrated (beam and slab
concrete)
Figure 26: The concrete is
poured to the formwork of
column.
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Problem: the beam is filled with mud
Solution: Spray of the clean water
Problem: the concrete is dry up
Solution: continuously wet by ponding
with water.
P
R
O
B
L
E
MSO
L
U
T
I
O
N
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ROAD DEPARTMENT
Routine
Road Forensic
Field Density Test (Sand Replacement
Method)
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RO1
Pavemen (pothole
Repaired)
RO2
Road
Shoulder Maintenance
R03
Grass Cutting
R04Road Furniture
RO5Bridge And Culvert
RO6
Drain
Maintenance
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RO1-Pavement
RO3- Grass Cutting
RO7- Drain Maintenance
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ROAD FORENSIC
• Determination of pavementsurface texture depth.Sand Patch Method
• Determination of the frictionbetween a skidding tyre and
wet road surface.
Portable skid-
resistance
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The surface to be measured is dry and is sweep
clean with a soft brush.
The cylinder is filled with sand, the base is
tapping three (3) times on the surface to
ensure compaction, and the sand level with
the top of the cylinder is strike off.
The sand is carefully pour into a conical heap
on the surface to be tested
The handle of the wooden is holding
between the thumb and fore finger, and
without applying vertical pressure on the
disc, the sand is spread in a spiral motion
from the centre of the heap so that the sand is
spread into a circular patch all times.
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The below surface of the road is wet with the
water to check lubricating the road when rainy
day.
Portable skid-resistance tester is setting out.
Ensure it bubble is in the middle.
Rubber slider is let go (ensure it touch the road
surface). The reading is recorded.
The thermometer is used to gained road
temperature at that point.
Field Density Test (Sand
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Field Density Test (Sand
Replacement Method)
A round hole was excavated (6 inch diameter and6 inch depth).
The pouring cylinders was placing over
excavate hole.
Lay metal tray with hole over the portion ofmaterial to be tested.
The sand that run out after the shutter is opening.
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CONCLUSION
Able have many experiences and knowledge that could not achieve during
in lecture is available while undergoing industrial training. Among premier was
difference between theory and practical.
Able to increase self confidence to face real work nature but also also help
improve way in communicating and social intercourse with public
Able to see how to communicate with workers whether from
subordinates or superior which involved with this department
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THANK YOU