Torggler Ancoraggio e Fissaggio

Xtreme Epoxy 100

High-performance epoxy chemical anchor for structural fastening of heavy loads, including in seismic zones, with a service life of 100 years.

High-performance epoxy chemical anchor for structural fastening of heavy loads, including in seismic zones, with a service life of 100 years.

  • CE marked and certified with a European Technical Assessment (ETA) for anchors in cracked and non-cracked concrete
  • Certified for use in seismic categories C1 and C2 with a service life of 100 years
  • The shortest tightening times to increase productivity on site
  • Can be used on wet substrates, including underwater
  • Can be used in perfectly smooth holes created by core drilling
  • Substrate temperatures during installation from 0 °C to +40 °C
  • Guarantees fire resistance performance up to a maximum of R240
  • Easily penetrates porous and hollow areas
  • Secure fixing without expansion and without stress on the substrate

Application areas

Choose Xtreme Epoxy 100 for

  • industrial machinery
  • infrastructure (with a guaranteed service life of 100 years)
  • civil engineering works (dams, bridges, railways)
  • guard rails and road barriers
  • reinforcement in seismic zones
  • underwater fixings
  • concrete jointing with post-installed reinforcement bars
Torggler Ancoraggio e Fissaggio

Details

A two-component, pure epoxy chemical anchor, styrene-free. Product certified under the European Technical Assessment (ETA) for anchoring in concrete in accordance with EAD 330499-01-0601 and EAD 330087-01-0601, in accordance with the Construction Products Regulation 305/2011. Also suitable for fixing to masonry and timber and for consolidation works. Service life of 100 years compared to the standard value of 50 years, ideal for major projects. Seismic classification C2 for threaded bars and for post-installed connections of bars with improved bond. Application is possible overhead thanks to its thixotropic properties. It can also be applied even when the substrates are wet and the hole is flooded, including underwater fixings, without doubling the time required for load-bearing. Thanks to its high bond strength, it can be applied to perfectly smooth holes created by diamond core drilling. Thanks to its slow curing, it can be used for anchors with hole depths of up to 2.5 metres. It nevertheless offers reduced tightening times to increase productivity on site. It can also be used as a repair and filling compound. Environmental qualifications relating to VOC emissions: LEED GOLD and compliant with CAM requirements.

Instructions for use

  1. Drill a hole in the support at right angles, ensuring that the prescribed diameter and depth are adhered to.
  2. Carefully remove dust or other residual material from the hole using a blow gun or compressed air and a wire brush: an adequate level of cleanliness is achieved by performing at least 4 blasts, 4 brushings and 4 blasts in sequence.
  3. Threaded bars or bars with improved adhesion must be clean and free from oil, grease or rust.
  4. For anchors deeper than 15 cm, we recommend using a nozzle extension, cut to size.
  5. Screw on the mixer (Chemical Anchor Mixer) and insert the cartridge into the dedicated gun, wearing hand and face protection.
  6. Extrude the resin using the Xtreme 585 gun and discard the first portion of the product that is not perfectly mixed until resin of a uniform colour emerges (generally, the first 3–5 full pumps are discarded). To minimise dispensing effort, store the cartridges at a temperature between 15 and 25 °C.
  7. In the case of a solid substrate, inject the resin starting from the bottom, filling the hole to about two-thirds full and working upwards with the mixer.
  8. For better distribution of the anchor and to allow any air bubbles to escape, insert the bar, screwing it in slightly after marking it with the correct anchoring depth. A slight excess of resin oozing out provides visual confirmation that the anchoring is optimal.
  9. Depending on the substrate temperature, observe the setting and curing times indicated below before applying tension and load.
  10. If the resin inside the mixing nozzle has hardened, subsequent use will require a new mixer, taking care to remove the first portion of product, which may be of uneven colour.

Storage

When stored in a dry, sheltered place in its original, unopened packaging, Xtreme Epoxy 100 has a shelf life of at least 14 months.

Warnings

  • Do not use on surfaces contaminated with oil, grease or release agents, as these may prevent or reduce adhesion.
  • Store the product within the specified temperature range.
  • Do not apply loads to the joint until it has fully cured.

Code Bicomponent Packaging Packaging size Barcode
8455 2 components cartridge 12x585 ml
Barcode 8030334084553

When used in conjunction with threaded rods or high-grip rods, it is suitable for a wide range of applications involving the securing of heavy loads or where, due to extreme temperatures (<0 °C or >+30 °C), other types of anchors cannot be used, even in smooth drilled holes. As it contains no styrene, it is also suitable for use indoors.

  • industrial machinery
  • infrastructure (with a guaranteed service life of 100 years)
  • civil engineering works (dams, bridges, railways)
  • guard rails and road barriers
  • reinforcement in seismic zones
  • underwater fixings
  • concrete jointing with post-installed reinforcement bars

APPLICATIONS IN ACCORDANCE WITH THE EC-2 ANCHORAGE THEORY:

Load data for maximum effective anchorage depth with cracked concrete (Option 1) C20/25 and 8.8 grade steel threaded bar:

Bar  Effective Anchorage Depth  Characteristic Tensile Load  Characteristic Shear Load  Design Tensile Load Design Shear Load Permissible Tensile Load Permissible Shear Load
d [mm] hef max [mm] NRk [kN] VRk [kN] NRd [kN] VRd [kN] NRec [kN] VRec [kN]
M12 240 63.3 34.0 42.2 27.2 30.1 19.4
M16 320 120.5 63.0 80.3 50.4 57.4 36.0
M20 400 175.8 98.0 117.2 78.4 83.7 56.0
M24 480 289.2 141.0 192.8 112.8 137.7 81.0
M27 540 320.3 184.0 213.5 147.2 152.5 105.1
M30 600 367.2 224.0 244.8 179.9 174.9 128.0

Load data for maximum effective anchorage depth with cracked concrete OPZ.1 C20/25 and Rebar B450C – BST500:

Bar diameter Effective Anchorage Depth Characteristic Tensile Load Characteristic Shear Load Design Tensile Load Design Shear Load Permissible Tensile Load Permissible Shear Load
d [mm] hef Max [mm] NRk [kN] VRk [kN] NRd [kN] VRd [kN] NRec [kN] VRec [kN]
Ø8 160 27.6 13.8 19.7 9.2 14.1 6.6
Ø10 200 43.2 21.6 30.9 14.4 22.0 10.3
Ø12 240 62.2 31.1 44.4 20.7 31.7 14.8
Ø14 280 84.7 42.3 60.5 28.2 43.2 20.2
Ø16 320 110.6 55.3 79.0 36.9 56.4 26.3
Ø18 360 140.0 70.0 100.0 46.7 71.4 33.3
Ø20 400 172.8 86.4 123.4 57.6 88.2 41.1
Ø22 440 209.1 104.5 149.3 69.7 106.7 49.8
Ø25 500 270.0 135.0 192.8 90.0 137.7 64.3
Ø28 560 338.7 169.3 241.9 112.9 172.8 80.6
Ø30 600 388.8 194.4 277.7 129.6 198.4 92.6
Ø32 640 442.3 221.2 316.0 147.4 225.7 105.3
Ø40 800 653.5 345.6 435.6 230.4 311.2 164.6

POST-INSTALLED CONNECTIONS OF REINFORCING BARS WITH IMPROVED ADHESION IN ACCORDANCE WITH REBAR EC-2:

Load data for concrete and Rebar B450C – BST500:

Bar diameter BOND STRESS fbd [N/mm²]
(d) C 12/15 C 16/20 C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60
Ø 8 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.3
Ø 10 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.3
Ø 12 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.3
Ø 14 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.3
Ø 16 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.3
Ø 20 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.3
Ø 25 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.3
Ø 26 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.3
Ø 28 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.0
Ø 30 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.0
Ø 32 mm 1.6 2.0 2.3 2.7 3.0 3.4 3.7 4.0 4.0
Ø 36 mm 1.5 1.9 2.2 2.6 2.9 3.3 3.6 3.6 3.6
Ø 40 mm 1.5 1.8 2.1 2.5 2.8 3.1 3.1 3.1 3.1

LOAD DATA FOR FASTENING TO WOOD AND MASONRY:

Material Bar type Bar Ø Permissible tensile load Permissible shear load
  (d) NR,c [kN] VR,c [kN]
Solid brick A2-70 / A4-70 / ≥ 4.6 M8 – Ø8 2.0 3.0
A2-70 / A4-70 / ≥ 4.6 M10 – Ø10 2.6 3.4
A2-70 / A4-70 / ≥ 4.6 M12 – Ø12 2.8 3.9
A2-70 / A4-70 / ≥ 4.6 M16 – Ø16 4.0 4.2
Glued laminated timber Rebar (*) ≥ 4.6 / A2-70 / A4-70 M8 – Ø8 3.2
Rebar (*) ≥ 4.6 / A2-70 / A4-70 M10 – Ø10 4.2
Rebar (*) ≥ 4.6 / A2-70 / A4-70 M12 – Ø12 6.1
Rebar (*) ≥ 4.6 / A2-70 / A4-70 M16 – Ø16 10.7
  • Recommended load data for applications on substrates with average mechanical properties. Given the variety of masonry and/or timber substrates for applications on supports other than those considered, load values must be determined through appropriate on-site tests.
  • For shear values, refer to the instructions in CNR-DT 206/2007 (7.10.2.3)

For the intended geometries and installation conditions, in addition to the load values for all installation conditions specified in the guidelines, please consult ETA – 22/0469 and ETA – 22/0468.

Siehe Technisches Datenblatt.

Technical datasheet

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