Safetor Intermediate Anchor
Safetor Intermediate Anchor: SEO15HPI-12mm-16mm roof anchor. All exposed Safetor anchors meet the requirements of the AS/NZS 1891.2:2001 Standards: Horizontal Lifeline and Rail Systems, and AS/NZS 1891.4:2009 Standards: Industrial Fall Arrest Systems and Devices.
Design
The Safetor intermediate anchor: SEO15HPI-12mm-16mm anchor is designed to be bolted to 4 x 2 timber trusses, timber purlins or steel purlins. This Safetor intermediate anchor is used for attaching horizontal lifelines. Manufactured from a 30mm Mild Steel solid bar with an overall height that can be made to any length from 235mm to 600mm. The mounting plate is 4mm thick Mild Steel with 3 x 16mm holes on either side of the main shaft. This anchor comes with a backing plate which matches the mounting plate.
Load Reduction
This Safetor anchor can reduce the loading on the structure to 3.8kN
Ultimate Strength
Safetor Intermediate Anchor for horizontal lifeline ultimate strength 21kN
NB
1. Anchorage strength applicable when using restraint technique, is either 15kN depending on whether the ultimate fall is free-fall or limited free-fall.
2.’Ultimate Strength’ means that the anchorage may yield at the stated load but must not fail.
Anchor Material:
- Mild Steel 30mm Black Bar 300 grade
- Mild Steel 10mm Black Bar 300 grade
- Mild Steel 6mm Light Plate 250 grade
Bolting
Bolts used on this anchor are 4 x M16mm construction bolts.
Blasting
Profile blasted to remove all scale and grease etc.
Coatings
Plascoat PPA 571 ES is resistant to stress cracking, adverse weather conditions, detergents, salt spray and typical airborne pollutants. The coating maintains excellent adhesion to the metal substrate without the need for a separate primer. The material also provides good abrasion and impact resistance.
Installation
The installation should only be carried out by a competent person as set out in the AS/NZS 1891.4:2009 Standards. Collins Corporation Ltd. provides a warranty on product performance of the anchor but not the structure. It is the responsibility of the installer, building designer or building owner to ensure that the structure to which the anchor is attached to will support a load of at least 15kN as set out in the AS/NZS 1891.4:2009 Standards. If there is any doubt about the structure’s adequacy, a structural engineer should be consulted.
