GSO EN 74-2:2024

EN 74-2:2022
Gulf Standard   Current Edition · Approved on 14 October 2024

Couplers, spigot pins and baseplates for use in falsework and scaffolds - Part 2: Special couplers - Requirements and test procedures

GSO EN 74-2:2024 Files

English 43 Pages
Current Edition Reference Language

GSO EN 74-2:2024 Scope

This document specifies: — materials; — design requirements; — specified values for resistances and stiffnesses which a coupler has to achieve under test; — test procedures and assessment; for the following special couplers: — screw or wedge half couplers, sleeve couplers with shear studs, right angle reduction couplers and swivel reduction couplers. It gives recommendations for ongoing production control. These couplers are for use principally in temporary works. Each coupler is able to be fixed to at least one side to one 48,3 mm diameter steel or aluminium tube. For the other side of reduction couplers, this document specifies requirements for the diameter and wall thickness of tubes. Other special half couplers such as half couplers attached by riveting, used mainly for prefabricated members of scaffolds, are outside the scope of this document. NOTE Information on design using special couplers is given in Annex B.

Best Sellers From Construction and Building Sector

GSO 1431:2002
 
Gulf Technical Regulation
Sanitary appliances - pressurized flushing devices
GSO 1427:2008
 
Gulf Standard
Ceramic Sanitary Appliances - Western Water Closets
GSO 1421:2002
 
Gulf Technical Regulation
Hollow blocks made from clay for walls
GSO 2084:2010
 
Gulf Standard
Design and application of speed control humps

Recently Published from Construction and Building Sector

GSO 1437:2002
 
Gulf Standard
Methods of test for ceramic road markers .
GSO 1428:2002
 
Gulf Standard
Ceramic Sanitary Appliances - Methods Of Test for Western Water Closets
GSO 1446:2002
 
Gulf Standard
Methods of test for natural granite
GSO 1461:2002
 
Gulf Standard
Physical tests of aggregates- part -4: method for determination of shell content in coarse aggregate