Welcome Guest! The IOSH forums are a free resource to both members and non-members. Login or register to use them

Postings made by forum users are personal opinions. IOSH is not responsible for the content or accuracy of any of the information contained in forum postings. Please carefully consider any advice you receive.

Notification

Icon
Error

Options
Go to last post Go to first unread
Admin  
#1 Posted : 22 April 2002 13:05:00(UTC)
Rank: Guest
Admin

Posted By Bryn Maidment Can anyone remind me what the requirement is for tying in scaffolds to structures? Contractor on site insisting on one Hilti every 20sq/m - sure thats not right! Away from my electronic brain so can't check
Admin  
#2 Posted : 22 April 2002 13:42:00(UTC)
Rank: Guest
Admin

Posted By peter gotch Bryn, depends on various factors including whether tube and fitting or system scaffold (ie Kwikstage, Cuplok or similar. In general system scaffolds need about twice as many ties as tube and fitting, all else being equal... this reflects that usually they are erected without cross bracing. Tying recommendations are contained in BS5973 for tube and fitting and in manufacturers' handbooks for system scaffolds. 5973 indicates that where ties do not include reveal ties, the expected pattern should be 32-40 sq m per tie (depending on whether of not the ties are removable) for an unsheeted scaffold, or 12.5-16 sq m per tie for a sheeted scaffold. If you have an unsheeted system scaffold, then 20 sq m per tie would be probably about right. Also, if using Hilti's will need some pull-out testing, with proportion depending on material into which anchors are fixed, ie far more if say into brickwork, than into sandstone. Regards, Peter
Admin  
#3 Posted : 23 April 2002 09:06:00(UTC)
Rank: Guest
Admin

Posted By Ken Taylor The CITB quote temporarily-removable ties (min 6.25KN at not less than every 32m2 and non temporarily-removable ties at not less than 40m2 for unsheeted 'tube and fitting' and 25m2 and 32m2 respectively for sheeted scaffolds using 12.5KN ties (doubled for 6.25KN)- and refer to manufacturers for system scaffolds. This may be where they are quoting the 25m2 from. As Peter points out wind, nature of structure, etc are also considerations.
Users browsing this topic
Guest
You cannot post new topics in this forum.
You cannot reply to topics in this forum.
You cannot delete your posts in this forum.
You cannot edit your posts in this forum.
You cannot create polls in this forum.
You cannot vote in polls in this forum.