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WCF-EASF - MAKALU - Epoxy Acrylate injection anchors

WCF-EASF - MAKALU - Epoxy Acrylate injection anchors

WCF-EASF / WCF-EASF-E / WCF-EASF-C MAKALU for heavy and medium loads
Epoxy Acrylate two-component (10:1 ratio) is universal bonded anchoring system approved for use in cracked & uncracked concrete in anchorages subject to static and quasi-static load and seismic actions in category C1, and also in masonry. For professional use in heavy and medium duty applications.

SUBSTRATES
• Cracked and uncracked concrete (option 1) C20/25 to C50/60.
• Reinforced and non-reinforced concrete.
• Dry, wet concrete and flooded holes (Cat 2).
• Post-installed rebar connections - calculation in accordance with EC2 EN 1992-1-1.
• Strength class of concrete from C12/15 to C50/60.
• Masonry substrate.

INSTALLATION TEMPERATURE RANGE
WCF-EASF-410 - for normal installation conditions: 5°C to 30°C
WCF-EASF-E-410 - for summer (tropical) installation conditions: 15°C to 40°C
WCF-EASF-C-410 - for winter installation conditions: 0°C to 20°C (not approved for PIR connections)

CARTRIDGE SIZE
410 ml

APPROVED STEEL ELEMENTS
• Threaded rods M8-M30 made of galvanized steel grades: 4.6, 5.8, 8.8, 10.9;
• Threaded rods M8-M30 made of stainless steel grades: A4-70, A4-80, A2-70;
• Threaded rods M8-M30 made of HCR steel: 1.4529 and 1.4565;
• Galvanized or hot-dip galvanized rods and thermodiffusion;
• Rebars: Ø8, Ø10, Ø12, Ø16, Ø20, Ø25, Ø32, grade: B,C;
• Rebars (post installed in accordance with TR023/EC2): Ø8, Ø10, Ø12, Ø14, Ø16, Ø20, Ø25, Ø28, Ø32, class: B, C;

APPLICATIONS
• Anchoring of steel constructions to concrete structural components.
• Anchoring of base plates, brackets, consoles in high/medium load applications.
• Strengthening and reinforcement of concrete members in existing superstructure (old buildings restoration, bridges renovation, etc.).
• Wide range of post-installed rebar connections including anchorage and overlap joint applications (e.g. slab to slab at support, overlap joint at a foundation of column or wall, etc.).
• Design method according to EN 1992-4:2018 and EN 1992-1-1.

SEISMIC APPROVAL C1/C2
Anchors have been tested for seismic loads, and thus are approved for use in applications in seismically active areas. Seismic approval allows to design reliable fastenings with increased level of safety.

HIGH LOAD-BEARING PARAMETERS
It is ideally suited for highest load/heavy duty structural anchoring. Offer highest performance for most demanding applications.

STYRENE-FREE
Being free of styrene is well suited and safe for use indoors and in confined spaces.

INSTALLATION IN CRACKED CONCRETE
Approved for fastening threaded rods and rebars in tension zone of reinforced concrete member. Tension zone, also called cracked zone might occur in all main structural concrete members e.g. beams, slabs, columns.

Specification
  • MAKALU
    capacity    application temp.
    410 ml    5°C to 30°CWCF-EASF-E-400
    410 ml    15°C to 40°CWCF-EASF-E-400*
    410 ml    0°C to 20°CWCF-EASF-C-400*

    *product available on request

    Basic parameters

    ParameterValue
    MaterialMethacrylate resin
    Ambient temperature [˚C]+5 - +35
    ColourGrey
    Curing system
    Catalyst
Technical specification
  • Unique ref.wcf-easf-makalu-epoxy-acrylate-injection-anchor-for-heavy-and-medium-loads
  • Product familyAnchors
  • Product groupChemical anchors
  • TypeObject (single object)
  • Date of publishing2022-05-30
  • Edition number1
Related
  • Designed inPoland
  • Manufactured inPoland
Classification
  • BIMobject CategoryConstruction - Anchors & Fixings
  • IFC classificationBuilding Element Proxy
  • UNSPSC nameStructural products
  • UNSPSC code301036
  • Uniclass 2015 CodePr_20_29_03_18
  • Uniclass 2015 DescriptionChemical anchors
  • CSI MasterFormat 2014 Code05 05 19
  • CSI MasterFormat 2014 TitlePost-Installed Concrete Anchors
  • OmniClass Number23-13 23 11 15 15
  • OmniClass TitleBonded Anchors
  • CSI UniFormat II CodeE
  • CSI UniFormat II TitleEQUIPMENT & FURNISHINGS

Region availability

Europe North America Asia
Austria
Canada
India
Belgium
United States
Bosnia and Herzegovina
Croatia
Czech Republic
Denmark
France
Germany
Hungary
Italy
Lithuania
Netherlands
Poland
Romania
Slovakia
Slovenia
Spain
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Ukraine
United Kingdom