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Rebar doweling application on a reinforced concrete element

Rebar dowelling is the invisible foundation of almost all strengthening and additional construction work. A new shear wall, a jacketed column or an added beam — all of them have to be connected in some way to the existing reinforced concrete. That connection is made with reinforcing bars fixed chemically into a hole drilled in the concrete.

If the connection does not work, none of the construction built on it can transfer load. That is why rebar dowelling is one of those jobs that looks simple but must leave the least room for error. In this article we explain how it works, the steps of correct application, the inspection methods and the mistakes made most often.

quote

In rebar dowelling, the quality of the work ends in a hole that has not been cleaned. Dust is the single and sufficient reason for the chemical failing to grip the concrete.

Ahmet Toka, General Manager

What Is Rebar Dowelling?

Rebar dowelling is the process of fixing a reinforcing bar by injecting chemical anchoring material (epoxy- or vinyl ester-based resin) into a hole drilled in hardened concrete. The aim is to make the new reinforcement work together with the existing structure — that is, to create a continuous connection capable of transferring force.

The system consists of three interfaces, and the weakest link determines the chain: the bar–resin interface, the resin–concrete interface and the concrete itselfIn an ideal application, failure occurs not at these interfaces but within the concrete; this means the connection is stronger than the concrete.

Its fields of use are wide: jacketing connecting reinforcement, anchoring added shear walls and beams to the existing system, installing machine plinths and balustrades, and connecting added slabs. Details: rebar dowelling.

Application Steps

  1. Locating the reinforcement. The position of the existing reinforcement is scanned before drilling. A bar that is cut creates damage that runs counter to the purpose of the strengthening.
  2. Drilling. The hole is drilled perpendicular to the concrete, at the diameter and depth specified in the design. The hole diameter is determined by the bar diameter and by the annulus required by the product.
  3. Cleaning. The hole is blown out with compressed air and brushed with a wire brush; this is repeated several times. This step is the most critical and the most often skipped stage of the work.
  4. Injecting the chemical. The resin is injected from the bottom of the hole upwards, using a static mixer nozzle, so that about two-thirds of the volume is filled. The first material to come out is discarded; it is not homogeneous.
  5. Inserting the bar. The bar is pushed into the hole while being rotated slightly. Resin overflowing around the mouth is the sign that the hole is full.
  6. Curing. The bar is not touched and no load is applied throughout the curing period determined by the product and the ambient temperature.
  7. Inspection. A pull-out test is carried out on a specified proportion of samples.

Anchor Embedment and Choice of Chemical

The anchor embedment is not an arbitrary value; it is determined by calculation. The governing factors are the bar diameter, the concrete strength, the force to be transferred, the edge distance of the anchor and the spacing between neighbouring anchors.

The edge distance is particularly important. An anchor set too close to the edge of the concrete can, under load, break out a cone-shaped piece of concrete; in that case the connection will not carry even if the bar and the resin are flawless. In the same way, anchors placed too close together do not give the expected capacity because their failure cones overlap.

In the choice of chemical, the ambient conditions are decisive. Epoxy-based systems give high strength but their curing time is long and slows down at low temperatures. Vinyl ester and hybrid systems cure faster and are more tolerant in damp holes. Where there are high temperatures, permanent damp or freeze–thaw conditions, the values given for those conditions in the product's approval documents must be checked.

Quality Control: The Pull-Out Test

The correctness of rebar dowelling cannot be judged by eye. That is why a pull-out test is carried out on site: a controlled tensile force is applied to selected anchors with a hydraulic rig and it is observed whether any slip occurs under the specified load.

  • Test proportion: It is carried out on a certain percentage of the total number of anchors; the proportion is increased for critical connections.
  • Acceptance criterion: No permanent slip is expected under the specified test load.
  • Records: The test results are documented together with the date, location and load applied, and added to the handover file.
  • In case of failure: If an anchor fails the test, all the anchors in that area are questioned and renewed if necessary.

These records are the only objective evidence that the work was done correctly, and the client should always ask for them.

Common Mistakes

  • Not cleaning the hole. Dust forms a thin separating layer between the resin and the concrete. The loss of capacity is very serious, and this is the most common mistake.
  • Using the first material to come out. The material that first comes out of the nozzle has not been mixed homogeneously; it must be discarded.
  • Not filling the hole completely. An anchor with a void works with only part of the calculated surface. Resin is expected to overflow at the mouth as the bar is pushed in.
  • Cutting existing reinforcement. If no scan is made before drilling, an operation carried out in the name of strengthening weakens the existing section.
  • Loading before the curing period has elapsed. The curing period depends on temperature and lengthens considerably in cold weather. Loading before it has elapsed weakens the connection permanently.
  • Ignoring the edge distance. For anchors near the edge of concrete, the capacity is determined not by the bar but by the concrete cone that breaks out.
  • Using an unsuitable product in a wet hole. Not every chemical is suitable for a damp hole; the product approval must be checked.

For the strengthening process as a whole see structural strengthening page.

Frequently Asked Questions

How much load does rebar dowelling carry?

It depends on the bar diameter, the anchor embedment, the concrete strength, the edge distance and the chemical used. Correctly applied, the connection can transfer load up to the yield capacity of the bar itself — that is, failure occurs in the bar. The value is determined by calculation in the design.

Is cleaning the hole really that important?

Yes. The fine dust created during drilling forms a separating film between the resin and the concrete and greatly reduces the bond. This is the most common cause of the failed pull-out tests we see on site. Blowing out and brushing must be repeated several times.

Can rebar be dowelled into wet concrete?

Yes, if products approved for it are used. Not every chemical is suitable for a damp or water-filled hole; the values given for that condition in the product's approval document must be checked. With an unsuitable product the capacity falls markedly.

How long is the curing period?

It depends on the product and the ambient temperature; it can be hours in warm weather and more than a day in cold weather. The manufacturer's table for temperature must be followed. Loading an anchor before curing is complete weakens the connection permanently.

Mechanical anchor or chemical anchor?

Mechanical anchors are fast and can take load immediately; however, they stress the concrete with an expansion force and their edge distance requirements are higher. Chemical anchors work without expansion and are more suitable in cracked concrete and in applications close to an edge. Chemical anchors are used for dowelling strengthening reinforcement.

What should be documented after the work?

The identity and batch number of the product used, the hole diameters and depths, the ambient temperature, the curing period and the pull-out test results must be recorded. These documents are the evidence that the work was carried out in accordance with the design.

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Ahmet Toka

General Manager — Likit İzolasyon

Over 25 years of field experience in waterproofing, floor coatings and structural strengthening. This article is based on applications encountered on site and the standards currently in force.

Tags:
  • #RebarDowelling
  • #ChemicalAnchor
  • #StructuralStrengthening
  • #ReinforcedConcrete
  • #PullOutTest
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