Mobile Cranes & Multi-Crane Lifts

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Mobile Cranes & Multi-Crane Lifts Speaker: Jim Worrell, PE Lift-Think, LLC Host: Mike Parnell President/CEO, ITI ASME B30 Vice Chair (Cranes & Rigging) ASME P30 Chair (Lift Planning) The views expressed in this presentation are that of ITI and are not necessarily the views of the ASME or any of its committees

WHO WE ARE A world leader in crane and rigging training and consulting. We Rig It Right!

WHO WE ARE Serves a Variety of Industries Aerospace Chemicals Construction DOD DOE Electric Utility Hydro Manufacturing Maritime Mining Nuclear Oil & Gas Pulp & Paper Railroad Shipbuilding Wind Energy

OUR CUSTOMERS The World's Greatest Organizations Trust ITI's Expertise with their Crane & Rigging Operations

SHOWCASE WEBINAR SERIES WEBINAR TRAINING COURSES Past Presentations: Cranes, Rigging & Your Organization Effective Crane & Rigging Training Methods for Your Employees 10 Audit Points for Your Crane & Rigging Operations: An HSE Perspective Tackling the Challenges of Training Site Supervisors, Lift Directors, and other Leaders 4 Major Lifting Considerations in Power Gen Environments Today's Presentation: Mobile Cranes & Multi-Crane Lifts Lift Director & Site Supervisor Critical Lift Planning Rigging Gear Inspection for Supervisors Advanced Rigging: Load Distribution & Center of Gravity Advanced Rigging: Multi-Crane Lifts & Load Turns

MIKE PARNELL ABOUT YOUR HOST Mr. Parnell has a wealth of knowledge regarding cranes, rigging, and lifting activities throughout a variety of industries. 30+ years learning about wire rope, rigging, load handling, and lifting activities. Vice Chair of the ASME B30 Main Committee which sets the standards in the US for cranes and rigging Chair of the ASME P30 Main Committee which sets the standards for lift planning. ASME standards are also adopted by many countries around the world. The views expressed in this presentation are that of ITI and are not necessarily the views of the ASME or any of its committees.

ABOUT THE SPEAKER Jim Worrell, PE, Lift-Think, LLC Jim is graduate of Louisiana State University in Civil Engineering (1963) He is a PE and RLS (Registered Land Surveyor-retired status) in Louisiana He is a semi-retired Heavy Lift and Transport Engineer and Project Manager with over 40 years of experience in this field - primarily along the Gulf Coast in the petrochemical, heavy industrial, and offshore fabrication areas. In addition to extensive experience with single and multi-crane lifts, his experience includes working with gin poles, guy derricks, stiff-leg derricks, and jacking towers (RMS), barge and rail transport, and over-the road transport. Jim owns a small heavy lift consulting business and works from his home in Raleigh, North Carolina. His work includes third party lift plan reviews, long range planning, on-site presence for lifts, and related tasks. He is an ASCE life member and member of the ASCE Construction Institute Crane Safety Committee. He was formerly active in the Specialized Carriers and Rigging Association (SC & RA) - the organization for crane and rigging and over-dimensional transportation contractors. He was a member of the SC & RA Crane and Rigging Subcommittee for two terms and served for one term on the Board of Directors. He presented several Rigging Job of the Year contest winners.

Mobile Cranes & Multi-Crane Lifts

GIN POLES

STIFF LEG DERRICK

STATICS PROBLEM- GUY DERRICK

LIFTING WITH A GUY DERRICK AND TAILING WITH A STIFFLEG DERRICK

HISTORIC METHODS 1 This lift utilizes both conventional cranes and gallows frame gin poles. The gin poles are mounted atop a tall structure

HISTORIC METHODS 2 Another view of the arrangement

HISTORIC METHODS 3 Lifting Device Utilizing The Crane Draw Works

REFINERY COLUMN BEING ERECTED IN TWO PIECES

A MULTIPLE CRANE LIFT: A FOUR CRANE LIFT DICTATED BY THE LIFT POINTS AND THE CAPACITIES OF AVAILABLE CRANES

TWO-CRANE LIFTS: POINTS TO REMEMBER Keep level The movement of one crane affects the other De-rate crane capacity Most tandem lifts are considered Critical Requires a high degree of planning If possible, try to balance the crane s percentage of chart Keep load falls plumb In general, for every advantage gained with a two crane lift, there may be a corresponding disadvantage

CENTER OF GRAVITY AND LOAD DISTRIBUTION: VERY IMPORTANT FOR MULTI-CRANE LIFTS

PEDESTRIAN BRIDGE UNSUITED FOR A SINGLE CRANE LIFT (NOTE THE DEFORMATION IN THE LOWER CHORDS- THE BRIDGE WAS ATTEMPTED TO BE ERECTED WITH A SINGLE CRANE, BUT HAD TO BE LATER LIFTED WITH TWO CRANES)

TWO CRAWLER CRANES LIFTING A 300 TON SLUG CATCHER

TWO TELESCOPIC BOOM CRANES OFFLOADING A KILN SECTION FROM TRANSPORTERS

TWO CRANES LOADING A GENERATOR ON TRANSPORTERS

TWO CRAWLER CRANES WALKING A PIPERACK MODULE ONTO A BARGE

TWO CRANE LIFT OF A HORIZONTAL STORAGE TANK

TWO CRANES ROLLING A PRESSURE VESSEL WITH ROLLING SHEAVES AND A WHIP LINE THE WHIP LINE IS NOT VISIBLE AS THE ROLLING HAS BEEN COMPLETED- FOR HIGHWAY TRAVEL

TWO CRANE LIFT OF A SIMPLE BEAM

TWO CRANES LIFTING WHERE THE CENTER-OF-GRAVITY IS AN ISSUE

ERECTION OF A PEDESTRIAN WALKWAY WITH TWO CRAWLER CRANES

TWO MATCHED CRAWLER CRANES ERECTING A DOCKSIDE GANTRY COMPONENT INTO PLACE

TWO CRANE LIFT OF A FURNANCE CONVECTION SECTION- DUE TO MULTIPLE LIFT POINTS

TWO CRANES MAKING A HIGH LIFT WITH POOR VISIBILITY BETWEEN CRANES

TWO CRANES LIFTING CONVEYOR SYSTEM ON A SLOPE

LOAD TRANSFER OVER A LIVE PIPE RACK

TWO CRANES ERECTING A TRANSPORTABLE BUILDING ON LOW PIERS

TANDEM LIFT ON A STRUCTURAL DOCK NOTE FENDER SYSTEM AND DISTANCE BACK FROM THE EDGE OF DOCK AS WELL AS FULL MATTING OF THE CRANES

TWO UNMATCHED CRANES CONNECTED BY AN INVERTED LIFT BEAM- OFFLOADING A COMPACT REACTOR COMPONENT ON A STRUCTURAL DOCK

TWO CRANES OFFLOADING A TRANSFORMER FROM A SMALL SHIP ONTO AN EARTHFILL AND CONCRETE DOCK

TANDEM CRANES SWINGING THROUGH WITH A LOAD OFFLOADED FROM A BARGE

TWO UNEQUAL CRANES OFFLOADING A PRESSURE VESSEL FROM A BARGE THE CENTER-OF-GRAVITY IS NOT NEAR THE PHYSICAL CENTER

TWO UNEQUAL CRANES LOADING MOORING PILES ONTO A BARGE- OUTBOARD PILES

TWO UNEQUAL CRANES LOADING MOORING PILES ON A BARGE- INBOARD PILES

TWO CRANE LIFT WITHOUT A BEAM- MATCHED CRANES

TWO UNMATCHED CRANES LIFTING A TALL COLUMN FROM TOP HEAD LIFT LUGS

ERECTING A TALL REFINERY COLUMN WITH TWO MATCHED CRANES FROM LIFTING POINTS DOWN FROM THE VESSEL TOP

TWO UNCONNECTED CRANES LIFTING A TALL STACK FROM TRUNNIONS LOCATED ABOVE THE CENTER OF GRAVITY

TWO CRANES ERECTING THE MAST FOR A SHIP S MAST CRANE

TWO UNMATCHED CRANES WITH NO BEAM AND UNEQUAL LOADINGS The load distribution on the lifting lugs was 57% and 43%.

TWO AMERICAN 1100 SERIES GUY DERRICKS REMOVING A CAT CRACKER REACTOR

TANDEM LIFT WITH UNMATCHED CRANES AND INVERTED LIFT BEAM This allows a better division of the load between the two cranes

TWO CRANES WITH BEAM: ADVANTAGES Increases capacity by reducing the boom length Increases capacity by reducing the radius of each crane

TWO CRANES WITH BEAM: DISADVANTAGES Limited swing of each crane Limited rotation of the load unless a swivel is used Communication and signaling requires a higher degree of planning and ability

TWO CRANES LIFTING THE MOCK SPACE SHUTTLE ENTERPRISE CONNECTED BY A SPECIAL LIFT FRAME

ERECTION OF A PRESSURE VESSEL WITH TWO UNMATCHED CRANES CONNECTED BY AN INVERTED LIFT BEAM

UPENDING A PRESS WITH TWO CRANES CONNECTED WITN AN INVERTED LIFT BEAM

ERECTION OF A PRESSURE VESSEL WITH TWO CRANES CONNECTED WITH AN INVERTED LIFT BEAM AND A LOWER BEAM

TWO CRANE LIFT OF A PRESSURE VESSEL CONNECTED WITH AN INVERTED LIFT BEAM AND A LOWER BEAM

TWO CRANES CONNECTED BY AN INVERTED LIFT BEAM- AN EXTREME EXAMPLE

A TYPICAL TWO CRANE TILT- UP LIFT WITH TWO LIFT BEAMS

FLIPPING A CONE SECTION WITH TWO CRANES

A THREE CRANE OPERATION- FLIPPING A BUCKET WHEEL

TAILING Requires a higher level of planning, engineering, communication, and execution Load falls must be kept plumb Work slowly and perform only one function at a time with each crane The load distribution varies throughout the lift Signaling is of the most importance and should be performed by only one experienced person

TAILING TO THE VERTICAL

TAILING A DRESSED TOWER WITH A CRAWLER CRANE DRESSED REFERS TO THE ADDITION OF LADDERS, PLATFORMS, PIPING, ETC. PRIOR TO ERECTION

LIFTING ATTACHMENTS: TAILING WITH A CHOKER HITCH

TAILING WITH A SINGLE CHOKER HITCH

LIFTING ATTACHMENTS: TAILING LUG

TAILING WITH A FIXED CRANE WITH TAIL LUGS ON THE BOTTOM OF THE MODULE

TAILING FROM THE SIDE DUE TO TAIL LUG PLACEMENT

SINGLE TAIL CRANE ON THE SIDE DUE TO LUG LOCATION

TAILING FROM THE SIDE WITH A CRAWLER CRANE AND LIFTING WITH TWO MAIN LIFT CRANES

TAILING FROM THE SIDE WITH A FIXED TAIL CRANE: LET THE MAIN LIFT CRANE DO MOST OF THE WORK- SLIDE 1

TAILING FROM THE SIDE WITH A FIXED TAIL CRANE- SLIDE 2

LIFTING A FRAGILE LOAD- STARTING THE LIFT

TAILING A FRAGILE VESSEL- NEARING THE LOAD TRANSFER POINT

LIFTING A FRAGILE LOAD- AFTER THE LOAD TRANSFER

TAILING IN AN ENCLOSED SPACE: PLAN VIEW

TAILING IN AN ENCLOSED SPACE-2

TAILING IN AN ENCLOSED SPACE- EXCAVATION

REMOVING A PRESURE VESSEL IN VERY TIGHT SURROUNDINGS SLIDE 1

REMOVING A PRESSURE VESSEL IN VERY TIGHT SPACES SLIDE 2

PRESSURE VESSEL WITH A TOP HEAD LIFTING ATTACHMENT

BOTTOM HEAD TAILING LUG

A DIFFICULT TAILING SITUATION

RIGGING ON STACK INCLINED TO MISS PLATFORM

TAILING OVER A LIVE PIPERACK

TWO CRANE LIFT WITH A WEAK TAIL CRANE- SLIDE 1

TWO CRANE LIFT WITH A WEAK TAIL CRANE- SLIDE 2

LIFTING A REACTOR WITH TWO MATCHED CRANES LINKED WITH A SPREADER BEAM AND TAILED WITH A CRAWLER CRANE

TAILING WITH TWO CRAWLER CRANES CONNECTED BY AN INVERTED LIFT BEAM TO A SINGLE TAIL LUG This allows the tracks and load fall to not interfere with each other Both cranes cannot operate directly over the rear in this case The beam must be kept level

TAILING WITH TWO HIGHLY UNMATCHED CRANES CONNECTED WITH AN INVERTED SPREADER BEAM

TAILING A PRESSURE VESSEL WITH TAILING TRUNNIONS- WITH TWO FIXED OUTRIGGER CRANES

ALTERNATE TAILING- TRACK MOUNTED TAILING DEVICE

TAILING DEVICE MOUNTED ON TRANSPORTERS

TAILING DIAGRAM FOR A COMPLEX OPERATION: LOAD VERSUS CAPACITY AT VARYING RADII

ACCIDENT CAUSED BY A HOME MADE CRANE, WHICH DID NOT HAVE HAD THE ABILITY TO SWING- IT ALSO HAD NO OUTRIGGERS

REBAR CAGES- NON-RIGID LIFTS FREQUENTLY REQUIRING TAILING In addition to the difficulties in reinforcing the cage for lifting and the difficulties of choosing rigging that will lessen the bending of the cage, many operations do not follow the crane manufacturer s limits on: Drift Side Load The use of two hooks In addition, many cages that should be tailed with a crane- are not.

REBAR CAGE ACCIDENT

MULTIPLE CRANE LIFTS (MORE THAN TWO CRANES) Except for roll-ups, lifting up and down should be the only actions allowed De-rating the cranes is essential Planning, communication, and signaling are most important Determining accurate load distribution may be difficult, but necessary

THREE CRANE PICK WITH INVERTED LIFT BEAM CONNECTING TWO CRANES

THREE CRANE LIFT DICTATED BY LOAD REQUIREMENTS

A THREE CRANE LIFT

MULTIPLE CRANES LIFTING A LARGE ROOF SECTION

MULTIPLE CRANES: JACKET ROLL UP

MULTI-CRANE JACKET ROLL-UP

CONCLUSIONS In general, the use of multi-crane lifts has decreased in recent years, but the need for such lifts remains If a multi-crane lift is the best solution, the planning and execution must be elevated to a higher plane This includes an emphasis on weights, center of gravity, and load distribution as well as planning for all movements and situations, communications, and signaling And remember- go slow, keep it level, keep the load falls plumb, and attempt to minimize executing more than one task at a time with either crane