Epoxy Anchors
Reviewed by a working tradesman with 17+ years in the field.
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An epoxy anchor is only as good as the hole, the cleaning and the cure. Follow the maker exactly.
Tap your level and the boxes below open to the advice for you. Remembered on this device.
By the end you can
- Say what an epoxy anchor is and when it is used.
- Follow the install sequence: drill, clean, inject, set, cure.
- Explain why the maker's instructions and hole cleaning matter.
- Name the hazards of drilling concrete and handling epoxy.
Drilling concrete makes silica dust, which causes lung disease. Use a rotary hammer with dust extraction or water and a respirator suited to the job, and check your provincial OHS regulator's silica rules. Rotary hammers can kick back, so use the side handle and wear hearing and eye protection. Scan for rebar before you drill, and do not cut it unless the engineer allows it.
Epoxy is a hazardous product. It can cause skin and eye damage and allergic reactions. Read the safety data sheet, wear gloves and eye protection, and keep it off your skin. Wear eye protection overhead, where epoxy can run or drip.
Structural work is not guesswork. If the drawings give a number, the drawings win. Ask the engineer if you are not sure.
The big idea
An epoxy anchor is a threaded rod glued into a drilled hole in hardened concrete. It is used to fix a missed or misplaced cast-in bolt, add hold-downs, and make retrofits. It works only as well as the installation: the hole, the cleaning, the injection and the cure. A Structure magazine article notes that adhesive sensitivity can be influenced by mixing, hole cleaning and moisture, so one bad step weakens the whole anchor.
What the standards say
Adhesive anchors are not a Part 9 prescriptive item. They are chosen and designed by an engineer. What I could source:
- A Hilti Canada engineering article says that, for post-installed anchors tested to ACI 355.2 and ACI 355.4, design information under the Canadian concrete standard (CSA A23.3-19, Section D.10.2.2) is taken from a product evaluation report. ICC-ES reports are based on testing to the AC308 criteria, which reflect ACI 355.4.
- The same article says to follow the manufacturer's printed installation instructions for cure times, working times and hole-cleaning methods, and recommends installer training on them.
- Structure magazine says hole cleaning has a significant impact on performance, typically blow, brush with a steel wire brush, then blow again, with requirements that vary by system. Cure rate depends strongly on temperature: common installation ranges are 41 to 104 °F (5 to 40 °C), some products are tested down to 14 °F (−10 °C), and a 24-hour cure rule of thumb may not be enough for some products. Its inspection rules for sustained overhead loads come from the US IBC, not a Canadian code.
Both sources are manufacturer or US-trade articles, so treat them as secondary. I did not verify CCMC evaluation requirements, provincial silica rules or proof-load testing rules.
Components
- Threaded rod (galvanized or stainless, as specified)
- Two-part structural epoxy in an approved cartridge
- Rotary hammer with the right bit
- Wire brush and blow-out tool (oil-free compressed air or a hand pump)
- Dispensing gun and mixing nozzle
Installing the anchor
- Check. Confirm the product is the approved one, the concrete is old enough and within the product's temperature range, and scan for rebar.
- Drill. Use the bit size and depth from the product instructions or the engineer. Drill straight, and keep away from rebar and edges by the distance the design gives.
- Clean. Blow, brush, then blow again for the number of cycles the product requires, with a brush that fits the hole and clean, oil-free air. Keep dust and water out until you inject.
- Inject. Discard the first bit of epoxy from each new nozzle until it is an even colour. Start at the bottom and back out slowly so you do not trap air. Fill the amount the maker states.
- Set the rod. Push the rod in with a twisting motion to the marked depth and check epoxy comes up around it.
- Cure. Do not disturb, load or tighten until cured. Cure time depends on concrete temperature, so use the maker's chart.
Example (numbers made up). A hole 150 mm (5 7/8 in) deep for each of 8 hold-down rods is 8 × 150 = 1,200 mm (3 ft 11 1/4 in) of drilling in total. Hole size, depth and cure come from the product sheet.
Common mistakes
- Poor hole cleaning
- Wrong hole size or depth
- Too little epoxy
- Rod disturbed during cure
- Non-approved epoxy
- Tightening before cure
- Hitting rebar
Photograph each hole, its cleaning and the product batch. If an inspector or engineer asks later, you will be glad you did.
Cold slows the cure a lot and wet holes spoil the bond. Hot weather shortens working time. Check the product's temperature limits before you start.
Product approval, hole size, depth, cleaning, cure time and sometimes proof-load tests, as the engineer requires.
What is an epoxy (adhesive) anchor?
What controls the cure time, the hole-cleaning method and the working time?
Where does design information for a tested adhesive anchor come from in the Canadian concrete code?
Why does hole cleaning matter so much?
A 16 mm hole is drilled 0.15 m deep. How deep is that in inches?
Can you tighten the nut as soon as the rod is in?
- Must-haveLayout and measuring:
- Rent itDrilling:
- Must-haveHole cleaning:
- Must-haveInjection:
- Must-haveHardware:
- Must-haveRecords:
- Must-havePPE: hard hat (CSA Z94.1), eye protection (Z94.3), green-triangle safety footwear (Z195), chemical-resistant gloves, hearing protection; respirator (Z94.4) suited to silica dust when drilling
Home DIY
Laborer or helper
1st-year apprentice
Apprentice, 2nd to 4th year
Journeyperson
Lead hand or foreman
Contractor or business owner
Starting a new business
Each province adopts its own edition of the codes and has its own OHS regulator for silica, respirators and hazardous products (WHMIS). I dropped the old per-province list because I could not verify it. Confirm with your building department, the engineer and your OHS regulator.
See Canada by Province for the full comparison.
- Hilti Canada, How to write a basis of design specification for anchors (Canadian code) (manufacturer article; CSA A23.3-19 D.10.2.2, ACI 355.4, MPII)
- Structure magazine, Beyond Bond Strength of Adhesive Anchors (US trade article; hole cleaning, temperature, sensitivity)
- CCMC evaluation requirements, provincial silica and WHMIS rules, and proof-load rules were not verified.
Last reviewed October 2026. General information, not engineering or legal advice.
