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Head Restraints - Slip Ties
Head Restraints - Slip Ties
Head Restraints - Slip Ties

Verified 24 days ago

Vista Engineering Ltd

VIRH Internal head restraints, holed

Verified 24 days ago

Vista Engineering Ltd

VIR Internal head restraints, slotted

Verified 24 days ago

Vista Engineering Ltd

VHR head restraints

Summary
Range of slip ties generally used to restrain the tops of freestanding walls by tying them securely to an overhead structure, thus preventing sideways movement.
Range of slip ties generally used to restrain the tops of freestanding walls by tying them securely to an overhead structure, thus preventing sideways movement.
Range of slip ties generally used to restrain the tops of freestanding walls by tying them securely to an overhead structure, thus preventing sideways movement.
Third party certification
Color
Silver
Silver
Silver
Material
Stainless steel
Stainless steel
Stainless steel

Specification

Material
Grade 304 stainless steel.
Grade 304 stainless steel.
Grade 304 stainless steel.
Length
215 mm.
215 mm.
Manufacturer's standard.
End types
Asymmetrical flat plate for mortar bedding, holed.
Asymmetrical flat plate for mortar bedding, slotted.
Asymmetrical flat plates for mortar bedding, holed.
Design embedment length (minimum)
Manufacturer's standard.
Manufacturer's standard.
Manufacturer's standard.
Additional requirements
-
-
-
Mortar joint thickness (minimum)
Manufacturer's standard.
Manufacturer's standard.
Manufacturer's standard.
Shear load capacity
Manufacturer's standard.
Manufacturer's standard.
Manufacturer's standard.

Additional properties

Type
Internal head restraint.
Internal head restraint.
VHR Head restraint, 100 or 140 mm walls., VHR-215 Head restraint, 215 mm walls.
Fixing
6 mm set screws., 8 mm set screws., Through bolts.
6 mm set screws., 8 mm set screws., Through bolts.
-

Sustainability data

Contains Red List materials
No
No
No
Country of product manufacture
United Kingdom
United Kingdom
United Kingdom
Recyclability
Recyclable
Recyclable
Recyclable
Recycled content
0 %
0 %
0 %