RECA dimos UNI-RT 12 Bedienungsanleitung Seite 14

Page 13 of 32 of European Technical Assessment no. 23/0482, issued on 2023-09-05
Design:
• The anchorages are to be designed under the responsibility of an engineer experienced in
anchorages and masonry work with the applicable safety factors.
• Verifiable calculation notes and drawings shall be prepared taking account of the loads to be
anchored, the nature and strength of the base materials and the dimensions of the anchorage
members as well as of the relevant tolerances. The position of the anchor is indicated on the
design drawings.
• The fastener is anchored in the substrate of concrete, masonry or autoclaved aerated concrete.
Any other layer, e.g. tolerance levelling layers, adhesives, plaster covering the substrate or
outside plasters are considered as to be non-load bearing.
• Anchorages in concrete under static or quasi-static actions are designed in accordance
with EN 1992-4:2018-09
• Anchorages in masonry under static or quasi-static actions are designed in accordance
with EOTA TR 054:2016
•
The anchorage design outside the base material shall be done in accordance with
EOTA TR 077:2021
• 
= 1 for compression load for solid base material and for hollow base material with more
pressure
than 4 penetrated webs.
Installation:
• Dry or wet structures
• Anchor Installation carried out by appropriately qualified personnel and under the supervision
of the person responsible for technical matters of the site.
• Hole drilling in concrete by hammer or compressed air drill mode
• Temperature of the anchor system at installation from -20°C to + 40°C.
• Exposure to UV due to solar radiation of the thermal separation module not protected ≤ 6
weeks.
RECA dimos anchor UNI-RT 12, RECA dimos anchor UNI-RT 16
Product description
Specification of intended use
Annex B3