Local industry in partnership with local government 325 TONNE WILLIAM ARROL HAMMERHEAD CRANE Offshore Technology Park, Walker, Newcastle upon Tyne, NE6 3NL Tel: +44 (0)191 262 9614 www.shepherdoffshore.com REV 1
T 325 WILLIAM ARROL HAMMERHEAD CRANE THE CRANE IS A REVOLVING CANTILEVER JIB TYPE WITH A MAXIMUM CAPACITY OF 325 TONNES AT 25.25 METRES RADIUS RANGING TO 100 TONNES AT 55.75 METRES RADIUS WITH INTERMEDIATE DUTIES. IT WAS DESIGNED AND BUILT BY SIR WILLIAM ARROL IN THE EARLY 1930 S. IT IS SITUATED AT SHEPHERD OFFSHORE, OFFSHORE TECHNOLOGY PARK, WALKER, NEWCASTLE UPON TYNE. The revolving jib has a double boom cantilever which is supported on a revolving frame (drum girder) which is carried on a live slewing ring at the top of the tower section.the front section of the cantilever carries the trolley from which the lifting hook is suspended. The rear section of the cantilever, carries the ballast weight and machinery house. The whole upper revolving assembly is designed such that the centre of gravity remains within the pathway radius under all condition. The slewing pathway is supported on a fixed tower which comprises of four main legs which are braced together. All of the structures are made from steel plates and sections which are riveted together. Having recently been upgraded, the crane offers a cost effective and efficient high capacity lifting solution. Shepherd Offshore works closely with clients to implement a total logistics management service. Our customers include many of Europe s leading manufacturing companies for whom we handle high-value, sensitive product and equipment on a daily basis under the strictest controls and procedures. Whether your requirement is onshore or offshore, our track record for service and safety speaks for itself.
DESIGN STUDY Konecranes were tasked by Shepherd Offshore and NCC with carrying out a design and feasibility study to determine the possibility of up-rating the SWL capacity to 325t(320Ton). The design study was done as a partnership between Konecranes and a specialist design company based in Carlisle called Des-Cad Ltd. The design study was broken down into several areas: -CRANE STEEL STRUCTURE -HOIST REEVING SYSTEM -HOIST MOTOR AND GEARING -TROLLEY MOTOR AND GEARING -TROLLEY MECHANISMS Des-Cad produced both theoretical calculations and CAD drawn models of the crane looking at the stresses and strains that could be subjected to the crane under various loads, at various radii, in various wind conditions FULL LIST OF UPGRADE WORKS Load rope Bottom block assembly 8 off top sheaves and 2 off shafts Jib end sheave and surrounding steel-work 8 off Load rope guide rollers NDT of hoist gearing NDT of structure Replacement of stressed/corroded structural members/sections Load indication & overload protection (inc. Upper and lower limits) Structural sensors & remote monitoring Trolley festoon cables & junction boxes Re-wiring of hoisting inverter panel (inc. Revised set of electrical drawings) Testing and Commissioning to 357.5t (SWL + 10%) In early 2012, Shepherd Offshore & Konecranes performed some live testing on the crane using structural sensors to monitor the effects of the crane structure under loads of 100t & 250t at various radii. The results from the live testing were put into the CAD model to be analysed. We found that the results showed good correlation, proving the upgrade was possible. The design study was then verified and approved by Konecranes and Zurich Insurance. Crane Radius Graph 325 Tonne Hammer Head
Components 12 FALL BLOCK Load Chart 325 Tonne Hammer Head Tonnes Metres 325 25.25 320 24.50 315 25.20 310 25.50 305 26.10 300 26.40 295 27.00 The following components were replaced on the crane to achieve the new capacity as highlighted on the photo below: 290 27.60 285 28.20 280 28.80 275 29.40 COMPENSATING PULLEY (TOP SHEAVES + SHAFTS) 270 30.00 265 30.60 260 31.20 255 31.80 250 32.40 TROLLEY PULLEYS (TOP SHEAVES + SHAFTS) 245 33.00 240 33.90 235 34.60 230 35.50 HOIST DRUMS IN MOTOR ROOM 225 36.10 220 37.00 215 37.60 210 38.50 205 39.10 200 39.70 195 40.00 190 40.61 185 41.20 LOAD ROPE 180 41.80 175 42.40 170 43.00 165 43.60 160 44.20 BOTTOM BLOCK 155 45.20 150 45.75 145 46.70 140 47.60 135 48.50 130 49.40 125 50.30 120 51.50 115 52.40 110 53.60 105 54.80 100 55.75
Metric Radius Chart N (GUIDE ONLY) 357T Load Test on 06/08/12
325 TONNE WILLIAM ARROL HAMMERHEAD CRANE Load monitoring and Overload Protection System - PAT Kruger How does the overload protection work The new cabin digital display will provide protective warnings that will operate in accordance with BS7262:1990 (Specification automatic sale load indicators) as follows: -Crane Approaching SWL (92% of the SWL) Audible sounder in drivers cabin and an amber lamp on the drivers indication unit. Crane will operate as normal -Crane in overload condition (102.5% to 110% of SWL) Audible sounder alerting personnel surrounding the crane and a red lamp on the drivers indication unit. Crane will operate as normal - Driver must cease operations -Crane at maximum overload (110% of SWL) Crane will cease hoisting and racking operations. Only lowering and reversing motions can be achieved The wind-speed indication warnings as follows: -Wind-speed approaching maximum allowable wind-speed Audible alarm and warning light on the drivers indication unit -Wind-speed at or above maximum allowable wind-speed Audible alarm alerting personnel surrounding the crane and a warning light on the drivers unit. Main Hoist Changeover gearing When the hoist gearbox is in fast speed gearing the crane will be limited to 100t maximum When the hoist gearbox is in slow speed gearing the crane will allow loads up to 325t maximum Hoisting and lowering limits: There will be 3 new limits to be aware of for the 325t Hammerhead crane. Working Limit - Upper Limit This is a new rotary limit switch that will cease hoisting operations when upper limit has been reached. Limit 1 - Lower Limit Quayside This is a new rotary limit switch that will cease lowering operations when load hook is just off the quayside floor level. The hook height that this will be set at will be given following commissioning. Limit 2 - Lower Limit below Quayside Limit 2 can be over-ridden by a limit over-ride switch mounted in the machinery house. This is a new rotary limit switch that will cease lowering operations when load hook reaches below quayside level at low tide. The hook height that this will be set at will be given following commissioning.
Contact Details Charles Shepherd Director E charles.shepherd@shepherdoffshore.com Robert Swalwell Operations Manager E robert.swalwell@shepherdoffshore.com Paul Bentley HSE Manager & Port Security Officer E paul.bentley@shepherdoffshore.com Ted Lincoln Logistics Manager E ted.lincoln@shepherdoffshore.com Angela Wilkinson (QMS) Projects Co-ordinator E angela.wilkinson@shepherdoffshore.com Daniel Thompson Project Co-ordinator E daniel.thompson@shepherdoffshore.com Craig Newham Project Admin E craig.newham@shepherdoffshore.com Steven Robinson Procurement E steven.robinson@shepherdoffshore.com General Enquiries F +44 (0) 191 234 3978 E headoffice@shepherdoffshore.com Shepherd Offshore Services Limited Quayside Operations Offshore Technology Park Nelson Road Walker Newcastle upon Tyne NE6 3NL www.shepherdoffshore.com -