This page contains a Flash digital edition of a book.
FEATURE SPONSOR


BOLTING & FASTENINGS


After many years of learning, every pedestal crane that is on an offshore platform in the British section of the North Sea is now using measurement fasteners in the main slew bearing, and quite often on the boom assembly as well.


BENEFITS


Robert de Rijcke from Kenz cranes is just one of the beneficiaries, “we can accurately determine pre-tension at installation and with these measurement fasteners we don’t have to loosen and re- tighten in our annual checks.”


It has been estimated that the maintenance savings alone on each crane range between £10,000 and £15,000 every year – and that’s just from using the fasteners on one important joint. On a wind turbine there are at least nine joints that could benefit from the same approach.


In addition, the assurance and increased performance provided by the fasteners has meant that Kenz has been able to increase the load bearing performance provided by these slew bearings in some circumstances.


DRAMATIC SAVINGS


Back in the wind energy industry, if the same measurement fasteners were employed on your typical 2.3 MW turbine, the time taken to carry out a maintenance check of all 1,000 bolts would reduce dramatically.


Three companies were questioned about the time it took them to carry out their annual bolt maintenance checks on a 2.3MW turbine…


• Company (A) stated it takes 2 men 100 hours = 200 man hours


• Company (B) stated it takes 2 men 80 hours = 160 man hours


• Company (C) stated it takes 2 men 60 hours = 120 man hours


The same turbine fitted with measurement fasteners can be checked in just two hours. The figures speak for themselves, and in offshore locations the benefits are even more dramatic.


In addition to the increased reliability and savings in maintenance, the improved performance delivered by the measurement fastener means that it is possible to significantly reduce the number of bolts in each joint without compromising integrity.


Important joints can still retain integrity with up to a 50% reduction in bolts. This reduces production costs – fewr holes, less drilling, fewer bolts and of course this also speeds up maintenance checks even more.


ENJOYING THE BENEFITS – CASE STUDIES


A relatively small number of turbine manufacturers are already enjoying the benefits of using measurement fasteners, but there are pilot projects currently being carried out on very large turbines as well. Two companies that have been using them for several years are Suzlon and Vergnet.


SUZLON ENERGY


Suzlon Energy fits the fasteners on all its 1.25 megawatt and 2.1 megawatt wind turbines. They are standard fit on the wind turbine blade connections. Vergnet are now using them on the main structural joint of their unique GEV HP wind turbines, where the two halves of the turbine nacelle are joined.


VERGNET


Vergnet’s design allows the main turbine to be quickly disassembled into two halves so that the upwind nacelle section, complete with rotors, can be lowered to the ground and easily secured. This can be either as a protective measure in extreme weather conditions, or for much quicker service and maintenance.


The measured approach to assuring bolted joint reliability and safety is a proven science in a number of other industries. Hopefully it won’t be too long before the application of these fasteners in wind energy becomes as widespread as it is in offshore pedestal cranes.


Rod Corbett James Walker RotaBolt


Click to view more info = Click to view video 1


= Click to view video


www.windenergynetwork.co.uk


81


Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36  |  Page 37  |  Page 38  |  Page 39  |  Page 40  |  Page 41  |  Page 42  |  Page 43  |  Page 44  |  Page 45  |  Page 46  |  Page 47  |  Page 48  |  Page 49  |  Page 50  |  Page 51  |  Page 52  |  Page 53  |  Page 54  |  Page 55  |  Page 56  |  Page 57  |  Page 58  |  Page 59  |  Page 60  |  Page 61  |  Page 62  |  Page 63  |  Page 64  |  Page 65  |  Page 66  |  Page 67  |  Page 68  |  Page 69  |  Page 70  |  Page 71  |  Page 72  |  Page 73  |  Page 74  |  Page 75  |  Page 76  |  Page 77  |  Page 78  |  Page 79  |  Page 80  |  Page 81  |  Page 82  |  Page 83  |  Page 84  |  Page 85  |  Page 86  |  Page 87  |  Page 88  |  Page 89  |  Page 90  |  Page 91  |  Page 92  |  Page 93  |  Page 94  |  Page 95  |  Page 96  |  Page 97  |  Page 98  |  Page 99  |  Page 100  |  Page 101  |  Page 102  |  Page 103  |  Page 104  |  Page 105  |  Page 106  |  Page 107  |  Page 108  |  Page 109  |  Page 110  |  Page 111  |  Page 112  |  Page 113  |  Page 114  |  Page 115  |  Page 116