Catalog excerpts
Masonry Reinforcement & AMR Windpost Brochure:- Masonry Panel Design Service Now Available Masonry Reinforcement for the Construction Industry
Open the catalog to page 1Masonry Reinforcement & AMR Windpost Brochure:- Masonry Reinforcement Strengthening Masonry Panels Large panels of masonry or panels with openings can often be difficult to design. The traditional solutions have been to either increase the thickness of the wall or introduce a masonry pier. Ancon AMR Bed Joint Reinforcement and Ancon Windposts are designed to provide additional lateral support for panels of masonry. Windposts can be installed into either the inner leaf of blockwork or into the cavity leaving the blockwork undisturbed. Ancon AMR is a fabricated and flattened stainless steel...
Open the catalog to page 2Product information CPD seminars BIM Objects Improve structural Minimise wall Reduce risk of Masonry panel design available performance thickness cracking service available BUILDING PRODUCTS
Open the catalog to page 3Masonry Reinforcement & AMR Windpost Brochure:- Masonry Reinforcement Bed Joint Reinforcement Bed joint reinforcement is used to improve the structural performance of masonry walls by providing additional resistance to lateral loads e.g. wind. It can also be used to reduce the risk of cracking either at stress concentrations around openings or as a result of movement, including the control of shrinkage. For external walls subject to wind loading, a structural engineer should be consulted to assess the spacing of control joints and bed joint reinforcement. Ancon AMR ‘Ladder Type’ Masonry...
Open the catalog to page 4Masonry Reinforcement & AMR Windpost Brochure:- Ancon AMR-X, Enhanced Masonry Reinforcement When compared to other ladder-type reinforcement, Ancon AMR-X can accelerate the speed of construction, improve build quality and reduce the requirement for site supervision. To provide additional resistance to lateral loads and improve the structural performance of a masonry wall, it is important that the reinforcement is surrounded by mortar. The designed performance of a wall panel may not be achieved if the bed joint reinforcement is simply laid directly onto dry masonry with a mortar layer...
Open the catalog to page 5Masonry Reinforcement & AMR Windpost Brochure:- Masonry Reinforcement Reinforcing Stack-Bonded Masonry Stack bonding has a distinctive uniform bond pattern and is often detailed for its aesthetic appearance without consideration for its design limitations. Where large format masonry units are stacked one above the other, the lack of bonding between them will greatly reduce the overall flexural strength of the panel and the ability of the wall to spread vertical loads. In stack bonded masonry, concentrated loads will be carried down to the support by the particular vertical ‘column’ of...
Open the catalog to page 6Masonry Reinforcement & AMR Windpost Brochure:- Windposts and Parapet Posts Ancon Windposts are designed to suit your specific construction and load conditions. They are suitable for use where standard AMR ladder type masonry reinforcement is inadequate or when there is a requirement to split a large masonry panel. Parapet Posts Ancon Parapet Posts provide lateral restraint to masonry that projects above the main structure. They are designed as ‘cantilevers’ and include a substantial base connection to transfer the bending moment to the structure. To ensure a practical base connection the...
Open the catalog to page 7Masonry Reinforcement & AMR Windpost Brochure:- Masonry Reinforcement Ancon WP1 and WP3 Windposts Ancon WP1 and WP3 Windposts are channel section windposts which are designed to be installed within the cavity leaving the blockwork undisturbed. The windposts are complete with end connections and ties which fit into the vertical slots in the flanges of the channel section. WP1 Windpost with SDN and SPN Ties in Cavity Wall WP3 Windposts with SDN and SPN Ties Providing Support for Brick Pier Ancon WP2 Windposts Ancon WP2 Windposts are angle section windposts designed for either small cavities...
Open the catalog to page 8Masonry Reinforcement & AMR Windpost Brochure:- Fixings for Windposts and Parapet Posts Connections to the frame can be made in a variety of ways and will depend on the type of post, structure and fixing being used. Typical examples of connections are shown below. Base Connection of a WP3 Windpost to Combideck Top Connection of a WP3 Windpost to the Face of the Concrete Top Connection of a WP3 Windpost to the Underside of a Concrete Beam Top Connection of a WP2 Windpost to the Underside of a Steel Beam Top Connection of a WP1 Windpost to the Underside of a Steel Box Beam Top Connection of a...
Open the catalog to page 9Masonry Reinforcement Ancon Windposts are designed as 'simply supported beams' with a maximum deflection of span/360. The tables below include examples of Ancon's range of Windposts with maximum design loads to BS EN 1993 (Eurocode 3). The design resistances shown should be compared to factored loads. Ancon Windposts comply with all CE marking designs to EN 1993 (Eurocode 3) and external approved body. The section sizes shown are an example of those available. For further information or advice on specific applications please contact Ancon's Technical Services Team. Performance of WP1 and...
Open the catalog to page 10Properties and Recommended Loads Ancon Parapet Posts are designed according deflection of height/180. The tables below indicate the maximum uniformly distributed design load and the maximum point load at Performance of WP1P and WP3P parapet posts to Eurocode 3 under uniformly distributed load Size Design Resistance (kN) per Post (uniformly distributed) for Various Parapet Post Spans Note: Figures in bold indicate capacity limited by tie capacity. Table based on restrained parapet post with tie spacing of 225mm Performance of WP1P and WP3P parapet posts to Eurocode 3 under point load Size...
Open the catalog to page 11Masonry Reinforcement & AMR Windpost Brochure:- Design Sheet - Masonry Panel Design to BS EN 1996 (UK National Annex) Please ensure all fields marked with an asterix * are completed. The following assumptions will be made in order to provide a design: general purpose mortar is used, vertical joints are filled perpend joints, mortar strength class is M4, masonry unit group is group 1 i.e. solid (<25% voids), water absorption is 7-12% and execution class is class 2. 1. CONTACT DETAILS * Contact name. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * Single...
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