This is a good example of why tower cranes should be thoroughly examined, and more then just once or twice a year. Tower crane examinations require time and contractors are going to have to get used to it. - anonymous crane operator This crane operator, who after the deadly crane collapse in New York on May 30th., decided when he climbed his 450ft. tower crane that the first thing he was going to do was to check out the bolting system, what he found was distressing, heres part of the story, from Vertikal.net (6/2/08):
Don't put off till tomorrow, what you should do todayBefore going to work at 5:15am I watched the news on the most recent NY crane accident and it was immediately apparent to me that the Slew-ring assembly had failed.
The first thing I did when I got to the top of the 450ft (136m) of 2003, tower crane was check the slew-ring bolts with a 2lb beater using minimum force. There are two rows of bolts, each row having 59.
With the crane balanced off, I started with the top row (slew bearing) and when I struck the third bolt it moved (loose), I continued checking and when I came to the 28th bolt it broke in two! I then went back to the bolt that had movement and decided to remove it for inspection, which revealed a severe crack at the same location as the one that sheared off.
Because of finding two bolts with a similar failure and the likelihood that there could be many more, I immediately put the crane out of operation. The manufacturer has been contacted and we're trying to arrange for a "Factory Engineer" to come out and thoroughly examine ALL the bolts, and if needed oversee the replacement of ALL slew-ring bolts. Which is the only certain solution!
Full story at Joe's Union Review
http://anti-union.blogspot.com/2008/06/e-mail-from-usa-shows-need-for-time.htmlmore crane info at Vertikal.net
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