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SAFETY& HIRA OF LAUNCHING GIRDER
SUBMMITED BY
RAMASWARUP MISHRA
ROLL NO.-214CH2469
M-tech In Safety Engineering
Contents:
 Introduction
 Main Component of launching girder
 Erection procedure
 Erection and assembling of launching girder and its components
 Safety precautions need to follow during “Erection of front and mid support”
 Safety precautions for “Erection of launching girder”
 Erection of slider beams
 Launching girder load test and winch load test
 Safety measures for Auto Launching
 Hazard Identification And Risk Assessment
 Risk Assessment
 Conclusion
Introduction:
• Launching girders are most commonly used for placing pre-cast concrete box
segments form viaducts and bridges.
• It is used in congested urban conditions due to their ability to move themselves
forward to the next span.
• It can also accommodate curvature laterally.
• For most situations the balanced cantilever method is the favoured sequence of
construction.
Main components of launching girder:
o Main box girder
o Front support
o Middle support
o Rear support
o Rear trolley
o Slider beam
LAYOUT DIAGRAME OF LAUNCHING GIRDER
Front Support:
•It is a support consists of telescopic beam which is used for auto launching.
•The front support consist of top beam, a pair of vertical legs, a pair of telescopic
legs, bottom beam.
Middle Support:
• The middle support is seated on the pier head segment. During erection of the
segments most of the erection load is carried by the middle support.
Rear Support:
• As Rear Support shares lesser load compared to load shared by Middle Support
therefore the capacity of supporting jacks have been reduced to 100T.
Rear Trolley:
• Launching Girder rests on top beam of this support through PTFE (fixed on
launching girder) versed stainless steel plate (fixed on Rear Trolley).
Slider Beam:
• Horizontal beams over LG for Holding Segment temporarily till completion
of permanent pre-stressing works.
Precast segmental erection procedure of launching girder:
 Erection and Assembling of Launching girder
 Transportation of segments to site
 Applying glue/epoxy to match cast surfaces
 Aligning and Dry matching of segments
 Pressure Grouting
Traffic management
Erection of Front Support and Middle Support
LG (5 or 4 boxes)Tandem lifting by using 250 MT Cranes
Erection and Assembling of Launching Girder and its Components:
Stage I
Erection of Segmental first span
Erection of Rear Support
Erection of Rear Trolley
Stage II
Erection of Front Support & Middle Support:
F/S 13MT
M/S 12MT
LG Assembling over Temporary Trestles:
Splicing of Joints with 24 mm dia
tenile bolts or HT Bolts
Torque application of 105 Kg-m
required for tensile bolts
LIFTING HOIST
SLIDING BEAMS
SEGMENT S1
MAIN GIRDER
MIDDLE SUPPORT
FRONT SUPPORT
SEGMENT S2
First span erection:
LIFTING HOIST
SLIDING BEAMS
SEGMENT S1
MAIN GIRDER
REAR TROLLEY
REAR SUPPORT
MIDDLE SUPPORT
FRONT SUPPORT
SEGMENT S2
Normal span erection:
Safety precautions need to follow during “Erection of Front and Mid support” :
1. Area preparation and other preparatory work:
1. Area surrounding pier is properly leveled and compacted
2. Top of pier should be properly cleaned and ready to receive structure
3. “Work at height Permit” must be taken and display at the location
4. All mandatory PPEs must be worn by entire team
•Prior to start the lifting activity LG boxes or assembled LG must be checked to ensure
structural integrity with respect to quality
• It must be ensured that LG boxes are properly tighten and bolted as per drawing
• LG boxes to be secured properly at ground level
• Lifting points of LG boxes are to be indicated very clearly
•Once LG boxes are lifted top it should be secured properly, and then only load to be
released from the crane
Safety precautions for “Erection of Launching Girder :
Erection of Slider Beams:
•Horizontal beams over LG for Holding Segment temporarily till
completion of permanent prestressing works.
•Beams can be moved Horizontally by using Mono strand jacks – 2 Nos
(HT Strands ,Barrel & Wedges)
Weight - 3 MT
Slider
beam is
lifted
with
the
help
crane
Launching Girder Load Test and Winch load test:
 Load test must be done under
supervision of “Third Party”
 The sequence must be followed as
per relevant drawing
 Brakes must be applied at Mid
Support in all conditions where
LG is at rest
 The winch load test is done at
every 15 minute interval
White rope
with fall
back arrestor
is used for
safety
Auto launching:
 Shifting of launching girder from one span to other span is known as
auto launching
 For launching the launching girder various mechanical/hydraulic jacks,
power section and other things are used .
 The power pack machine and mono pulley jack is used , at the time of
launching.
SAFETY IN LG OPERATIONS
Auto launching of launching girder:
Safety measures for Auto Launching:
 Prior to start auto launching it must be ensured that erected segments are
properly stressed and approved through quality check
 Clearance for Auto Launching to be ascertained
 Sequence must be followed as per drawing
 Prior to remove each support it must be ensured that new locations supports are
provided, checked and made ok.
 Each step of removing support and auto launching must have specific check list
which should be ensured at the spot
 Load balancing is the most critical safety requirement for auto launching, must
be ensured.
Hazard Identification And Risk Assessment(HIRA):
Risk Matrix:
Severity (S)
1 2 3 4
Probability(P)
1 1 2 3 4
2 2 4 6 8
3 3 6 9 12
4 4 8 12 16
 Green indicates “
low risk”
 Yellow indicates
“moderate risk”
 Red indicates “
high risk”
 From 1 to 3, it is low risk.
 From 4 to 8, it is moderate risk
 From 9 to 16, it is very high level of risk
SEVERITY VALUE PROBABILITY
FATAL 4 Event which is certain to occur.
Reportable injury 3 Event which occur in most circumstance
Non-reportable injury 2 Event which occur exceptional circumstance
Injury 1 Event which occur in moderately
Risk Assessment:
SL
.
N
O.
Activity/
Observation
Hazard Risk
Involved
Proba
bility(
P)
SEVE
RITY
(S)
Total
Risk
Existing Control measure Control measure
to be taken
Proba
bility
Se
ve
rit
y
Residu
al Risk
1 Lifting Operation Falling from
height
Heating of
object
Structural
Collapse
Multiple
facture
3 4 12(H) ASLI & limit switch is installed in
lifting equipment
SWL load of hitch is calculated
before lifting
Lifting permit should be
taken.
Lifting plan is to be
prepared , before lifting.
2 1 2(L)
2 Transportation of LG Traffic
mismanagement
Collision with
other vehicle
Road
accident
4 4 16(H) Periodic inspection of trailer is to
be done.
Component should be tied of with
chains & turn buckles.
Traffic marshal should be
provided with trailer .
Valid fitness tag should
be given.
1 6 6(M)
3 LG erection &
alignment
Heating of
moving object
Failure of hand
held tool
Cut injury
Crush injury
3 2 6(L) Specific lifting plan is prepared
before lifting.
All lifting tool/ tackles should have
valid TPC.
No one should be allowed
to work under the
suspended load.
TBT should be conducted.
2 1 2(L)
4 Trestle foundation &
erection
Heating by
moving object
Hit injury
Crush injury
Crush
3 3 9(H) Tag line is provided in suspended
load.
Monthly inspection & colour coding
of tools & tackles is done.
ASLI & limit switch should
be installed on lifting
equipment.
Lifting is to be carried out
through competent
person.
1 3 3(L)
5 Electrical Installation Electrical shock Burn
Electrocution
3 4 12(H) Competent person is engaged in electrical
installation work.
Proper earthling is done.
LOTO is to be implemented.
4 2 8(M)
Nuts & bolts
are not
tighten.
Proper
inspection is
not taken
Nuts & bolts are
tighten properly.
TBT should be
conducted
Risk Assessment ( Tightenof nuts & bolts ):
Hazard:
Injury, facture , crush etc…
Existing control measure:
Nuts & bolts are tighten.
TBT should be conducted.
Probability: 3
Total Risk : 6(M)
Severity: 2
Additional control measure:
Proper inspection
should be conducted.
Corroded parts are to
be greased by some
liquid substance.
Probability: 2
Total Risk:2(L)
Severity: 1
Conclusion:
While ,I have worked through the launching girder , I have observed that various
type of hazards present in LG . By which the risk level also increases
tremendously in a high rate . So, to minimise the risk level , I have added some
control measures .
The safety work method is needed to look through the matter of the risk
assessment. The most important aspect of the demonstrated methodology is that it
encourages the designer to examine the potential consequences of failure, and to
consider appropriate safety levels commensurate with the risk.
As , HIRA plays a vital role for knowing the risk assessment and also hazard
present within the activity , which can be controlled by the additional control
measure which is taken by me.
PPT OF LG

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PPT OF LG

  • 1. SAFETY& HIRA OF LAUNCHING GIRDER SUBMMITED BY RAMASWARUP MISHRA ROLL NO.-214CH2469 M-tech In Safety Engineering
  • 2. Contents:  Introduction  Main Component of launching girder  Erection procedure  Erection and assembling of launching girder and its components  Safety precautions need to follow during “Erection of front and mid support”  Safety precautions for “Erection of launching girder”  Erection of slider beams  Launching girder load test and winch load test  Safety measures for Auto Launching  Hazard Identification And Risk Assessment  Risk Assessment  Conclusion
  • 3. Introduction: • Launching girders are most commonly used for placing pre-cast concrete box segments form viaducts and bridges. • It is used in congested urban conditions due to their ability to move themselves forward to the next span. • It can also accommodate curvature laterally. • For most situations the balanced cantilever method is the favoured sequence of construction.
  • 4. Main components of launching girder: o Main box girder o Front support o Middle support o Rear support o Rear trolley o Slider beam LAYOUT DIAGRAME OF LAUNCHING GIRDER
  • 5. Front Support: •It is a support consists of telescopic beam which is used for auto launching. •The front support consist of top beam, a pair of vertical legs, a pair of telescopic legs, bottom beam. Middle Support: • The middle support is seated on the pier head segment. During erection of the segments most of the erection load is carried by the middle support.
  • 6. Rear Support: • As Rear Support shares lesser load compared to load shared by Middle Support therefore the capacity of supporting jacks have been reduced to 100T. Rear Trolley: • Launching Girder rests on top beam of this support through PTFE (fixed on launching girder) versed stainless steel plate (fixed on Rear Trolley). Slider Beam: • Horizontal beams over LG for Holding Segment temporarily till completion of permanent pre-stressing works.
  • 7. Precast segmental erection procedure of launching girder:  Erection and Assembling of Launching girder  Transportation of segments to site  Applying glue/epoxy to match cast surfaces  Aligning and Dry matching of segments  Pressure Grouting
  • 8. Traffic management Erection of Front Support and Middle Support LG (5 or 4 boxes)Tandem lifting by using 250 MT Cranes Erection and Assembling of Launching Girder and its Components: Stage I Erection of Segmental first span Erection of Rear Support Erection of Rear Trolley Stage II
  • 9. Erection of Front Support & Middle Support: F/S 13MT M/S 12MT
  • 10. LG Assembling over Temporary Trestles: Splicing of Joints with 24 mm dia tenile bolts or HT Bolts Torque application of 105 Kg-m required for tensile bolts
  • 11. LIFTING HOIST SLIDING BEAMS SEGMENT S1 MAIN GIRDER MIDDLE SUPPORT FRONT SUPPORT SEGMENT S2 First span erection:
  • 12. LIFTING HOIST SLIDING BEAMS SEGMENT S1 MAIN GIRDER REAR TROLLEY REAR SUPPORT MIDDLE SUPPORT FRONT SUPPORT SEGMENT S2 Normal span erection:
  • 13. Safety precautions need to follow during “Erection of Front and Mid support” : 1. Area preparation and other preparatory work: 1. Area surrounding pier is properly leveled and compacted 2. Top of pier should be properly cleaned and ready to receive structure 3. “Work at height Permit” must be taken and display at the location 4. All mandatory PPEs must be worn by entire team
  • 14. •Prior to start the lifting activity LG boxes or assembled LG must be checked to ensure structural integrity with respect to quality • It must be ensured that LG boxes are properly tighten and bolted as per drawing • LG boxes to be secured properly at ground level • Lifting points of LG boxes are to be indicated very clearly •Once LG boxes are lifted top it should be secured properly, and then only load to be released from the crane Safety precautions for “Erection of Launching Girder :
  • 15. Erection of Slider Beams: •Horizontal beams over LG for Holding Segment temporarily till completion of permanent prestressing works. •Beams can be moved Horizontally by using Mono strand jacks – 2 Nos (HT Strands ,Barrel & Wedges) Weight - 3 MT Slider beam is lifted with the help crane
  • 16. Launching Girder Load Test and Winch load test:  Load test must be done under supervision of “Third Party”  The sequence must be followed as per relevant drawing  Brakes must be applied at Mid Support in all conditions where LG is at rest  The winch load test is done at every 15 minute interval White rope with fall back arrestor is used for safety
  • 17. Auto launching:  Shifting of launching girder from one span to other span is known as auto launching  For launching the launching girder various mechanical/hydraulic jacks, power section and other things are used .  The power pack machine and mono pulley jack is used , at the time of launching. SAFETY IN LG OPERATIONS
  • 18. Auto launching of launching girder:
  • 19. Safety measures for Auto Launching:  Prior to start auto launching it must be ensured that erected segments are properly stressed and approved through quality check  Clearance for Auto Launching to be ascertained  Sequence must be followed as per drawing  Prior to remove each support it must be ensured that new locations supports are provided, checked and made ok.  Each step of removing support and auto launching must have specific check list which should be ensured at the spot  Load balancing is the most critical safety requirement for auto launching, must be ensured.
  • 20. Hazard Identification And Risk Assessment(HIRA):
  • 21. Risk Matrix: Severity (S) 1 2 3 4 Probability(P) 1 1 2 3 4 2 2 4 6 8 3 3 6 9 12 4 4 8 12 16  Green indicates “ low risk”  Yellow indicates “moderate risk”  Red indicates “ high risk”  From 1 to 3, it is low risk.  From 4 to 8, it is moderate risk  From 9 to 16, it is very high level of risk
  • 22. SEVERITY VALUE PROBABILITY FATAL 4 Event which is certain to occur. Reportable injury 3 Event which occur in most circumstance Non-reportable injury 2 Event which occur exceptional circumstance Injury 1 Event which occur in moderately
  • 23. Risk Assessment: SL . N O. Activity/ Observation Hazard Risk Involved Proba bility( P) SEVE RITY (S) Total Risk Existing Control measure Control measure to be taken Proba bility Se ve rit y Residu al Risk 1 Lifting Operation Falling from height Heating of object Structural Collapse Multiple facture 3 4 12(H) ASLI & limit switch is installed in lifting equipment SWL load of hitch is calculated before lifting Lifting permit should be taken. Lifting plan is to be prepared , before lifting. 2 1 2(L) 2 Transportation of LG Traffic mismanagement Collision with other vehicle Road accident 4 4 16(H) Periodic inspection of trailer is to be done. Component should be tied of with chains & turn buckles. Traffic marshal should be provided with trailer . Valid fitness tag should be given. 1 6 6(M) 3 LG erection & alignment Heating of moving object Failure of hand held tool Cut injury Crush injury 3 2 6(L) Specific lifting plan is prepared before lifting. All lifting tool/ tackles should have valid TPC. No one should be allowed to work under the suspended load. TBT should be conducted. 2 1 2(L) 4 Trestle foundation & erection Heating by moving object Hit injury Crush injury Crush 3 3 9(H) Tag line is provided in suspended load. Monthly inspection & colour coding of tools & tackles is done. ASLI & limit switch should be installed on lifting equipment. Lifting is to be carried out through competent person. 1 3 3(L) 5 Electrical Installation Electrical shock Burn Electrocution 3 4 12(H) Competent person is engaged in electrical installation work. Proper earthling is done. LOTO is to be implemented. 4 2 8(M)
  • 24. Nuts & bolts are not tighten. Proper inspection is not taken Nuts & bolts are tighten properly. TBT should be conducted Risk Assessment ( Tightenof nuts & bolts ): Hazard: Injury, facture , crush etc… Existing control measure: Nuts & bolts are tighten. TBT should be conducted. Probability: 3 Total Risk : 6(M) Severity: 2 Additional control measure: Proper inspection should be conducted. Corroded parts are to be greased by some liquid substance. Probability: 2 Total Risk:2(L) Severity: 1
  • 25. Conclusion: While ,I have worked through the launching girder , I have observed that various type of hazards present in LG . By which the risk level also increases tremendously in a high rate . So, to minimise the risk level , I have added some control measures . The safety work method is needed to look through the matter of the risk assessment. The most important aspect of the demonstrated methodology is that it encourages the designer to examine the potential consequences of failure, and to consider appropriate safety levels commensurate with the risk. As , HIRA plays a vital role for knowing the risk assessment and also hazard present within the activity , which can be controlled by the additional control measure which is taken by me.

Editor's Notes

  1. 11
  2. 12
  3. 18