WELDA® Anchor Plates are CE marked all-rounders in transferring loads to concrete from other structures via welded connection. The stud-headed anchors welded onto the plate are optimized for easy installation into the reinforcement. Anchors are available in three different lengths to avoid collision with reinforcement or need of supplementary reinforcement.
WELDA® Anchor Plates are designed to fit to thin and shallow structures such as wall panels or slabs, but they can also be placed in other structures such as beams and columns.
Standard WELDA® Anchor Plates come in various sizes, from 50 mm x 100 mm up to 300 mm x 300 mm, covering all standard fastening needs. Plate thickness varies from 8 mm to 15 mm, making the effective product depth range from 68 mm to 165 mm. Plates and studs are available in various material combinations.
To fulfil customer specific needs, dimensions and shapes of WELDA® Anchor Plates can be modified. On request, the plate can also be machined, e.g. drilling of nail holes, and other components, e.g. shear dowels, can be welded to the plate. Contact us for an offer for modified WELDA® Anchor Plates.
Long WELDA® Anchor Plates can be used for welding of larger or multiple profiles to one long plate. Long WELDA® Anchor Plates’ product page.
All WELDA® Anchor Plates are CE marked based on ETA-16/0430 and fulfil all the essential demands set for anchor plates. ETA is the only way to specify product performance and proper behaviour in construction throughout the product lifecycle. Peikko is the only company in the industry that can deliver CE marked anchor plates based on ETA.
Comprehensive product information like resistances, required supplementary reinforcement, concrete grades, limitations of use etc. can be found within the Technical Manual. Product details may be country-specific. For design, always use product information that is localized for design's destination country. Country specific Technical Manuals can be found under Design Tools -page, or from website of the country in question.
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