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Aluminium castings spigot of aluminium scaffold components
Material: BS 1490 LM 25 (TF) AlSi7Mg, ASTM A356 (T6), ASTM A 380
The structural design shall be in accordance iwth EN 1999-1-1 taking into account EN 12811-2.
Vertical spigot and socket connection When assembled,the horizontal movement(slack or play) between upper and lower components shall not exceed 4 mm or a movement away from the centre line of 2mm. In all cases it shall not be possible to disconnect an upper component laterally until the upper component has been lifted more than 80 mm. When the spigot and socket connection acts over a distance less than 150 mm,the connection shall be provided with a positive locking device,such as a cross pin, to prevent the upper conponent from being lifed unintentionally.The captive locking device shall be placed in such a way that its positive action can be monitored visually.

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aluminium castings hook
aluminium locking elbow
aluminium casting tee
aluminium casting coupler clamp
aluminum casting spigot
aluminum casting spigot aluminium casting support foot aluminum spigot socket
ALuminum casting spigot
of aluminum scaffold towers
BS 1490 LM25TF
Diameter of tube:OD 50.8mm/
OD50mm/OD 51mm
ALuminum casting spigot
of aluminium scaffold components
EUROPEAN STANDARDS
Diameter of tube:OD 50.8mm/
OD50mm
ALuminum casting spigot cross
for aluminium scaffold towers
EUROPEAN STANDARDS
Diameter of tube:OD 50.8mm/
OD50mm/OD 51mm
aluminum casting spigot aluminum casting spigot aluminium casting spigot
ALuminum casting spigot
of aluminum scaffold tower fittings
BS 1490 LM25TF
OD 50.8mm/OD50mm with shank 46.5mm/47mm for embedding
ALuminum casting spigot
for aluminium scaffold towers
EUROPEAN STANDARDS
Diameter of tube:OD 50.8mm/
OD 51mm with 46.3mm/47mm round shank

ALuminum casting spigot
of aluminum casting scaffold
components
for aluminium scaffold towers
Aluminium hollow staight with fix pin hole

Mobile access and working towers made of prefabricated elements-Materials,dimensions,design loads,
safety and performance requirements.This European Standard was approved by CEN on 12 November 2004
The stablizers and outriggers of a tower shall be purposed designed as components of the main structure
and shall provide means of adjustment to ensure contact with the ground.
The method of fixing the stabilzer or outrigger to the tower shall have adequate strength and shall be such
that the reaction loads in the stabilizer or outrigger are transferred to the tower without slip,rotation,or other movement of the stabilzer or outrigger.

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