Fixing Socket with Bent End

Lifting and Fixing Tools

Reference	Thread x L	E	B	F
		[mm]	[mm]	[daN]
636008035P90EZ	M8 x 35	15	25	180
636008045P90EZ	M8 x 45	15	25	230
636010040P90EZ	M10 x 40	15	25	240
636010060P90EZ	M10 x 60	30	25	400
636012045P90EZ	M12 x 45	25	25	350
636012070P90EZ	M12 x 70	40	25	600
636016060P90EZ	M16 x 60	25	35	600
636016100P90EZ	M16 x 100	45	35	1000
636020070P90EZ	M20 x 70	30	35	1000
636020100P90EZ	M20 x 100	45	35	1250

Reference	Thread x L	C_N	C_V	S	H
		[mm]	[mm]	[mm]	[mm]
636008035P90EZ	M8 x 35	55	70	105	60
636008045P90EZ	M8 x 45	70	90	135	70
636010040P90EZ	M10 x 40	60	80	120	65
636010060P90EZ	M10 x 60	90	120	180	85
636012045P90EZ	M12 x 45	70	90	135	70
636012070P90EZ	M12 x 70	105	140	210	95
636016060P90EZ	M16 x 60	90	120	180	85
636016100P90EZ	M16 x 100	150	200	300	125
636020070P90EZ	M20 x 70	105	140	210	95
636020100P90EZ	M20 x 100	150	200	300	125

Fixing sockets with bent end are self-anchoring sockets.

Fixing sockets must not be used for lifting but exclusively for fixing. Fixing sockets are electro-galvanised bichromated.

Permissible loads F are defined for concrete compressive strength of 25 MPa. To avoid premature failure of the socket by blow-out of the concrete, the socket has to be placed with minimum distances, from the edge and between sockets.

For straight pulling N, the minimum edge distance is C_N and the minimum distance between 2 sockets is S. For shear force V, the minimum edge distance is C_V and the minimum distance between 2 sockets is S. The minimum thickness of the panel should be H (minimum concrete cover of 25 mm). When the force is a combination of shear force V and straight pull N, the permissible load F should respect the following formula:

√(V²+N²) ≤ perm. F

Fixing sockets must be used with metric thread screw. They must be screwed on at least one time the diameter and no more than E.

Fixing Socket with Bent End

Lifting and Fixing Tools

Accessories for Concrete Structures