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Simple Lifting Plan for Civil Loads

Critical Lifting plan

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0% found this document useful (0 votes)
57 views24 pages

Simple Lifting Plan for Civil Loads

Critical Lifting plan

Uploaded by

oldsam0603
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as DOCX, PDF, TXT or read online on Scribd
You are on page 1/ 24

Lifting onloading and LP N-1-a 04.01.

2024
Offloading

HAOR

LIFTING PLAN : № - 1-a

LIFTING CATEGORY : Simple (routine)


DESCRIPTION OF LIFTING OPERATION : Lifting of concrete form
stack ,rebar cage; steel beams; columns and different civil loads/
Loading/Offloading of empty/office container

Colour CODE : YELLOW

Page 1 of 24
Lifting onloading and LP N-1-a 04.01.2024
Offloading

Site name:
Work Order No. HAOR

Location of lift (area): Unit 67

Weight of Load: max 1500 kg Category Of Lift. Complicated


Crane capacity or Crane : 6.1 te
Weight of lifting accessories
and hook:
Crane : 350kg + 50 kg lifting equipment at
worst case
Crane : 16 mtr Max Crane : 36 mtr
Radius Boom of the Crane

Crane : 1900 kg Utilisation of Lifting Crane1 : 21 %


Total weight of lift
System %

Lifting of concrete form stack ,steel beams; columns; rebar


Brief description of the lifting operation:
cage and different civil loads/ Loading/Offloading of empty/office container
Certified Lifting Appliances and Accessories to be listed including details of operating capacity (Specify Type, WLL, Capacity
charts or rigging mode):

Crane : Liebherr 55 te

2 x WLL 8.5te,Bow shackle


4 x SWL 5te, EWL 6mtr Round sling
2x SWL 3te ,EWL 10mtr Web sling
1x SWL 3te,EWL 3mtr
2 x SWL 2te, H=5mtr chain block
1x SWL 5te 4mtr
2 x Chain sling 1.7 te
4 x Bow shackle 6.5 te
1 x Master ling 17 te
2 x Shackle 9.5 te
2 x tag line 10mtr
Cross Reference Relevant Procedures and Documents: i.e. Engineering Calculations. Etc
Procedure : HS594222-67-HSE-HP-0007-0000
All Lifting Operations Require The Following To Be Considered But This List Is Not Exhaustive
Every Lift Every Time Specify, Yes / No
 Pre-use equipment checks by competent person.  Load center of gravity yes
 All lifting equipment should have SWL identified.  Lifting over or close proximity to live plant criteria,
 Weight, size, shape, certification and centre of if applicable yes
gravity of load known. Color code in place  Simultaneous conflicting or nearby operations yes
 Proximity hazards, obstructions, path of load,  Crane capacity at selected ( worse case) radius yes
laydown area load bearing capacity  Access & egress for slinging & unslinging of load
yes
 Consideration of the placement of lifting equipment,  Engineering calculation (contingencies, uncertified
plus potential consequences of catastrophic failure. steelwork criteria, etc.) no
 Environmental conditions including weather  Amendments yes
 Experience, competence and training of personnel.  Pre-lift readiness check sheet yes
 All loads must be checked for loose objects.  Load Integrity checks including DROPS yes
 PTW to be raised  Contingency plan N/A
 Tool Box Talk – on site  Rescue plan N/A
 Check Certification – especially for non-standard  Permit to work yes
lifts  Lifting work near electrical cable
 Check for sling damage/pinching yes
 All equipment to have the correct color code
 Maximum wind speed 12m/s
 Lift authorized by competent person
 Lift supervised by competent person
 TRA.

Number of personnel required / roles and competency level of supervision (PIC) required:
Appointed Person, Foreman, Banksman , 1 Crane operator,3 Riggers,

Page 2 of 24
Lifting onloading and LP N-1-a 04.01.2024
Offloading

Riggers : Carried out rigging and derigging of the load , use tag lines and keep under control barricades.

Method statement step by step instructions:


1. The weather forecast to be obtained from Liebherr LTM1055 and Gismeteo by supervisor at the
beginning of the shift while using mobile crane.
2. All relevant paper work to be signed off by work force.(TBT, PTW )
3. The weather/wind to be monitored at all times during the process . Wind speed max 12.86 m/s as per
crane manufacuter
4. If an emergency occurs during lifting operation , immediately contact with ERT and with fire fighting
team ( Emergency Response Team - tel 051 244 32 57).
5. The ground condition to be checked by foreman prior to crane is set up .
6. Accessories to be based on daily check list and certificates to be current.
7. Watchman should every time observe, that crane boom don’t pass into forbidden zone.
8. Set up crane in pre-determined location within good max. working radius Crane Liebherr 55 te 25
mtr (worse case).
9. Banksman (PIC) should measure correctly the distances and give instructions to set up the cranes.
10. Inspect rigging gear for good condition, correct color coding and suitability for the load prior to
commencing lifting operation .
11. Banksman will give command to crane operator lower hook block down to attach the hook to the load.
13.For installation of pipe attach to crane hook: first leg connected 2x3te 10m and 2x5te 6mtr round sling
with 6.5te shackle attach 2x8.5te shackle to the pipe; second leg 1x5te 6mtr round sling is attached to it 3te 3mtr
round sling with 6.5te shackle. 1x2te 5mtr chain block connected 5te x 4mtr round sling, 6.5te shackle is
attached to the center of pipe. For installation of steel columns and beams attach to crane hook: While lifting
steel columns and beams we use 2x 5te 6mtr round sling with 2x6.5te shackle.
Banksman should check all attachments and make sure the rigging is carried out according lifting plan.
12. Banksman give signal to crane operator slowly lift hook until the round slings are tight & stop.
13. Unauthorized people should be removed from lifting zone.
14. Lifting Supervisor have to check all lifting applications are correct and he must be sure that load for
lifting.
15. Banksman command crane operator lift load from the ground to height approx.. 200mm and check
balance and rigging.
16. Attach to the load 2 tag lines .
17. Banksman will give signal to operator at the same time continue lifting
18. Continue lifting to sufficient height determined by Banksman and then move crane boom with
suspended load to final position .
19. Then start slowly install column into.
20. Be sure that column is stable on and slack of the accessory for detach from hook and column
21. Disconnect lifting accessories from the load safely.
22. Visually checked and returned back all accessories and lifting equipment to the lifting loft.
23. Housekeeping
N.B. ANY SHARP EDGES ARE TO BE IDENTIFIED AND SUITABELY PACKED PRIOR TO ANY LIFTING
OPERATIONAL

Page 3 of 24
Lifting onloading and LP N-1-a 04.01.2024
Offloading

LIFTING CATEGORISATION FLOW CHART ONSHORE


Start at the top of the chart; answer all the questions.
The first question that is answered “YES” will identify the lift category in the right hand column
Tick YES if statement is true or correct
NO YES CATEGORY
Tick NO if incorrect or false

Does the lift use a Heavy Lift crane, which is assembled on site? (See standard ٧
definition)
• Is the mobile crane utilisation above 80%? ٧
• Does the lift involve lifting of personnel? ٧
• Does the lift require addition technical input? ٧
• Does the lift have limited boom clearance? (i.e. less than 1 metre or 3.3 feet) ٧

Could the lift be affected by proximity hazards? (public road, overhead power ٧
cables etc)

Will the load be lifted directly over or in close proximity to live plant? (With a crane ٧
utilisation equal to or exceeding 70%)

Does the crane (mobile, crawler, excavator) have to travel or track with a ٧
suspended load? Complex
Is this a tandem / multiple crane lift or is the load to be lifted, upended or rotated by ٧ Cat 3

two or more powered lifting devices (excluding cross haul by two air hoists)?

Is the Fixed lifting system (overhead crane, runway beam or davit etc) utilisation ٧
above 95%?
• Is the load extremely valuable or irreplaceable? (See standard Definitions) ٧
• Is the lift non-returnable or classed as demolition? ٧

Will the consequences of failure of equipment or procedure be significant for the ٧
asset (process safety risk)?
Are the lift characteristics unusual (heavier, more complex than normally v

performed by this asset, night shift ?

Is the load to be lifted or cross hauled or restrained using two or more non ٧
powered lifting appliance without 100% redundancy?
Is this a tandem with one powered lifting device and manual hoist or is the load to ٧
• be lifted, upended or rotated by one or more powered lifting devices (excluding
cross haul by two air hoists)?

Is the load to be lifted or cross hauled or restrained using two or more non ٧
powered lifting appliance with 100% redundancy?

Does the load have a C of G above the lifting points or a high C of G or the ٧
potential to become unstable?

Will the load be lifted directly over or in close proximity to live plant? (With a crane ٧
utilisation below 70%)
• Is the lift blind or conducted within a confined space or trench or excavation? ٧
Complicated

Does the load have an offset C of G without special slings to compensate or is it ٧
an awkward shape or have a large sail area? Cat 2


Is the load fragile or is its integrity uncertain or is it difficult to sling? (See standard ٧
Definitions)

Are slings to be used at an angle of below 60 degrees from the horizontal? Or is ٧
angle between the top of the sling set between any two legs above 90 degrees?
• Can the load ground bearing pressures, exceed the site maximum allowable GBP? ٧
• Is the lift in an area with restricted head room for the lifting appliance? ٧
Will fixed, temporary installed, powered lifting appliances be used? (not air / ٧
• electric chain hoists). Will excavators, fork lift trucks or telehandlers be used to lift
slung loads?
None of the above applies to this lift, the load is pre slung or very easy to sling, with no external ٧ Simple Cat 1
factors that complicate the operation. The team is experienced and have performed a similar
lift recently

Page 4 of 24
Lifting onloading and LP N-1-a 04.01.2024
Offloading

The team is experienced and have performed a similar lift recently

Page 5 of 24
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column

Stage1 Gross load Calculation

Net Load = 1500 Kg


Accessories = 50 Kg
Hook block = 350 Kg
Stored fly jib if used = N/A Kg
Gross load = 1900 Kg
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column

Stage2 Crane Selection Template

Crane selected model and capacity: Liebherr LTM 55 te

Counter weight used: 12 Te


Boom length used: 40 m
Length & angle if fly jib if used: N/A
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column

Maximum radius used: 25 m


SWL at radius used: 3.1Te
Minimum radius at boom length used: 6 mtr
Outrigger spread: 6300 mm x 7359 mm

Stage3 Crane utilization (optional)

Gross load X 100 divided by the SWL @ the radius worked: 21 %

Rigged weight of crane plus additional ballast: ( 36 + 12 ) Te


+ Gross load 1900 Te
x .75: 37 Te
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column

Divided by the ground bearing allowance: 50 Te/m2 (used)


Minimum area of mat required: 0.73 m2
Actual area of mat size used: 1.0 m2
Mat size, or diameter if circular: 1.0 mtr x 1.0 mtr

Stage4 Actual bearing pressure under selected mat

Resulting Loading: maximum point loading: 37 Te


Divided by the actual area of mat to be used: 1 m2
Resulting pressure: 37 Te/m2 < 50 Te/m2
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column

For non pre-slung loads – Padeye / shackle interface details, Interface between accessories and lift points, sling
tensions and bending efficiency: Manufactured specification and recommendation.

Load Centre of Gravity: below lifting points.

Methods of communication: Radio V Verbal Hand Signals x


Assessment to whether to use tag lines, including their hazards and limitations.
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column

Toolbox talk to be held by the work party, all paper work, permits to be read, understood and signed by
all personnel involved with task, barriers and signs to be erected, rigging equipment to be inspected and
signed out of the rigging loft, safe working areas to be identified during the tool box talk.

Position Cranes near the load to offloaded/loaded within a good safe working radius (worse case 18 mtr)
after checks to all certification and checks to all daily log sheets have been undertaken, and pre use checks
to all rigging /lifting equipment has taken place. Color code all of the accessories in place.

Worksite area to be barriered off and only personnel involved in lifting operations to be allowed inside
barriers.
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column

Designated banksman to wear high visibility jacket and to be in visual contact with crane operator at all
times

Approved by: Job Title: Signature: Date: 04.01.202


Faiq Qurbanov Site Lifting Supervisior
Authorised by: Job Title: Signature: Date:

De-brief and Lessons Learning:


Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column
Lifting Landing and LP N- 1-a 04.01.2024
Installation of “ Column

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