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Class A1 Anchor Devices to EN 795, BS 7883 and ISO 14567 supplied in stainless steel, galvanised steel or white PVC coated to suit all type of applications and substrates. Eyebolts installations can be designed for fall restraint protection, fall arrest protection or rope access requirements to meet the clients specific project requirements.
The positioning of the anchor should always be determined by a competent person, following the recommendations of BS 7883:1997 clause 8 where appropriate. Installation should also follow Appendix A of EN 795 and also BS 7883, and must always include testing procedures detailed in the appropriate clauses of those standards. Never use eyebolts other than EN 795 as Fall Protection Anchor Devices - the wrong eyebolts in the wrong situation could prove fatal. Eyebolts available: Standard 100mm Eyebolt for use with knurled inset in brick, concrete and masonry etc, as per figures 7 & 8 of BS 7883:1997 Our safety eyebolts for use in brick, concrete and masonry have a 16mm diameter unthreaded shank to plug a drilled hole, thus reducing the bending effects which would result in easier failure during shear loading. These safety eyebolts can be used by fixing to an outside or inside face of a structural element adjacent to the window or other access. They are manufactured from either high tensile carbon steel with a galvanised or plastic-coated finish, or grade 316 stainless steel bright polished.  Periodic Inspection: BS 7883 requires that all safety anchor devices are removable for periodic inspection. This is easily achieved by using our Knurled Inserts in conjunction with Resin Casuals. M12 Female Threaded Knurled Inserts are available in lengths of 76mm, 102mm and 150mm to suit varying installation situations. 76mm long sockets should only be used in Dense concrete. Threaded Connectors to extend eyebolts, for use as Through-Bolts (BS 7883:1997 Fig. 10) The associated All-Thread is also available. PPE Warning Disc:
This is required to comply with Appendix A of EN 795 which states: "Where an anchor device is intended to be used exclusively for personal protective equipment it should be clearly marked by pictogram or other clearly seen and understood marking on or near the anchor device, clearly stating that the device is designed exclusively for use of personal protective equipment". Cantilever Anchor Devices:  For use in dry lined walls or in conjunction with cladding In situations where the anchor device is required to protrude beyond the surface of the load bearing structure, it is essential that appropriate resistance to bending is incorporated into the installation. Spacer Sleeves: Where the distance from the face of the load bearing structure to the collar of the eyebolt does not exceed 25mm a spacer sleeve may be placed under the eyebolt collar to provide the necessary support. Criteria for their use:
Cantilever Sockets: Where the distance from the face of the load bearing structure to the collar of the eyebolt exceeds 25mm, special cantilever sockets are available. Where the distance to be bridged exceeds the recommended length then special advice should be sought. General Requirements: Maximum permitted in service force = 6kN design capability = 10kN as per EN 795, all users must be protected by the provision of an energy absorber to EN 355. For more information please contact us. |
Use only in conjunction with 100mm or longer Ringanka anchor devices, designed for use in brick, stone, concrete etc. Do not use in conjunction with anchor devices which are threaded to within 50mm of the collar. Use only with resin bonded knurled inserts of at least 100mm overall length. Knurled inserts to be resin bonded at least 50mm below surface of load bearing structure. Spacer sleeve must pass through cladding, plaster etc, and be in direct contact with the load bearing structure.