DEWALT 08321SD-PWR Pure110+ Adhesive Anchoring System User Manual

June 15, 2024
Dewalt

DEWALT 08321SD-PWR Pure110+ Adhesive Anchoring System User Manual

DEWALT-08321SD-PWR-Pure110-Adhesive-Anchoring-System-User-Manual-
product

Specifications

  • Manufacturer: DEWALT
  • Product Name: Adhesive Anchor System
  • Epoxy Types: DEWALT Pure110+ standard cure epoxy, DEWALT AC200+ fast cure acrylic, DEWALT Pure50+ standard cure epoxy, DEWALT Pure220+ standard cure epoxy
  • Concrete Age at Time of Anchor Installation: 7 days, 14 days, 21 days
  • Adhesive Cure Time after Anchor Installation: 4 days, 7 days, 14 days, 21 days
  • Bond Strength Reduction Factor: 0.7, 0.8, 0.9, 1.0

Early Age Concrete and its Effect on Adhesive Anchor Bond Strength in Concrete
ACI 318-19, Chapter 17 and ACI 318-14, Chapter 17 (and by reference to the 2021 IBC, and the 2018 IBC and 2015 IBC, respectively) require that adhesive anchors be installed in concrete with a minimum age of 21 days at the time of installation. DEWALT currently publishes bond strengths that are based on concrete which has achieved its 28-day compressive strength and has cured for a minimum of 21 days. Concrete that is less than 21 days old is considered early age (aka ‘green’) and may influence the performance of adhesive anchors. Occasionally, waiting a minimum of 21 days to install adhesive anchors is not feasible, often due to scheduling and job site logistics. As a result, DEWALT has conducted progressive laboratory testing with several adhesive anchor systems at various concrete ages and adhesive cure time intervals. The table below shows the concrete age at the time of anchor installation crossed with the adhesive cure time after anchor installation. If installations in early- age concrete are considered, the corresponding reduction factor derived from testing for the given conditions is provided and must be applied to the bond strength when calculating the design bond strength capacity for the given anchor, as applicable.

Adhesive Anchor System| Concrete Age at Time

of Anchor Installation

| Adhesive Cure Time after

Anchor Installation

| Approximate Concrete

Age at Time of Testing

| Bond Strength

Reduction Factor

---|---|---|---|---

DEWALT

Pure110+

standard cure epoxy

|

7 days

| Published Minimum| 7 days|

1.0

7 days| 14 days
14 days| 21 days
14 days| Published Minimum| 14 days| 1.0
7 days| 21 days
21 days| Published Minimum| 21 days| 1.0

DEWALT AC200+

fast cure acrylic

|

7 days

| Published Minimum| 7 days| 0.7
7 days| 14 days| 0.8
14 days| 21 days| 1.0
14 days| Published Minimum| 14 days| 0.8
7 days| 21 days| 1.0
21 days| Published Minimum| 21 days

DEWALT

Pure50+

standard cure epoxy

|

7 days

| Published Minimum| 7 days|

1.0

7 days| 14 days
14 days| 21 days
14 days| Published Minimum| 14 days| 1.0
7 days| 21 days
21 days| Published Minimum| 21 days| 1.0

DEWALT AC100+ Gold fast cure acrylic

|

7 days

| Published Minimum| 7 days|

1.0

7 days| 14 days
14 days| 21 days
14 days| Published Minimum| 14 days| 1.0
7 days| 21 days
21 days| Published Minimum| 21 days| 1.0

DEWALT

Pure220+

standard cure epoxy

|

7 days

| Published Minimum| 7 days| 0.9
7 days| 14 days| 1.0
14 days| 21 days
14 days| Published Minimum| 14 days| 1.0
7 days| 21 days
21 days| Published Minimum| 21 days| 1.0

  1. Installing adhesive anchors in concrete having a minimum age of less than 21 days at the time of anchor installation is not in compliance with ACI 318 and must be approved by the engineer of record and AHJ, as applicable. Actual concrete compressive strength at the time of anchor installation must be used for design.
  2. Results shown are based on tension tests conducted in accordance with ACI 355.4/ASTM E488 in dry uncracked normal weight concrete at room temperature. The average minimum 7-day concrete compressive strength was approximately 2300 psi.
  3. Holes were drilled with a hammer drill and standard carbide drill bit and cleaned following published instructions. Hollow drill bits (DEWALT DustX+ System) may be considered, as applicable.
  4. Published minimum cure times vary based on the adhesive anchor system and the temperature of the base material. Anchors were not loaded until time of testing.
  5. See published literature for the specific adhesive anchor system for minimum cure times and additional design information which is available at www.DEWALT.com.
  6. The reduction factor for early age concrete is supplemental to all other relevant design considerations for the specific application, as applicable.

In addition to what is presented previously in this bulletin, DEWALT has also conducted supplemental installations and testing in 3-day old concrete with the following adhesive anchor system.

Adhesive Anchor System| Concrete Age at Time

of Anchor Installation

| Adhesive Cure Time after

Anchor Installation

| Approximate Concrete

Age at Time of Testing

| Bond Strength

Reduction Factor

---|---|---|---|---
DEWALT

Pure220+

standard cure epoxy

|

3 days

| Published Minimum| 3 days| 0.9
4 days| 7 days|

1.0

11 days| 14 days
18 days| 21 days

  1. Installing adhesive anchors in concrete having a minimum age of less than 21 days at the time of anchor installation is not in compliance with ACI 318 and must be approved by the engineer of record and AHJ, as applicable. Actual concrete compressive strength at the time of anchor installation must be used for design.
  2. Results shown are based on tension tests conducted in accordance with ACI 355.4/ASTM E488 in dry uncracked normal weight concrete at room temperature. The minimum 3-day concrete compressive strength was approximately 1650 psi.
  3. Holes were drilled with a hammer drill and standard carbide drill bit and cleaned following published instructions. Hollow drill bits (DEWALT DustX+ System) may be considered, as applicable.
  4. Published minimum cure times vary based on the adhesive anchor system and the temperature of the base material. Anchors were not loaded until time of testing.
  5. See published literature for the specific adhesive anchor system for minimum cure times and additional design information which is available at www.DEWALT.com.
  6. The reduction factor for early age concrete is supplemental to all other relevant design considerations for the specific application, as applicable.

The adhesive anchor systems will achieve published design strengths for relevant loading conditions when the product is properly installed into holes drilled in concrete. The adhesive anchors must be installed in accordance with all other published installation instructions specific to the application and conditions of the connection.

Product Usage Instructions

Before installing adhesive anchors, ensure the following:

  • The concrete has a minimum age of 21 days at the time of anchor installation.
  • Obtain approval from the engineer of record and AHJ (Authority Having Jurisdiction) if installing in concrete with an age of less than 21 days.
  • Use the actual concrete compressive strength at the time of anchor installation for design purposes.

Test Conditions
The bond strength reduction factor and cure times mentioned in the manual are based on the following test conditions:

  • Tension tests were conducted in dry uncracked normal-weight concrete at room temperature.
  • Average minimum 7-day concrete compressive strength of approximately 2300 psi.
  • Holes drilled with a hammer drill and standard carbide drill bit, following published instructions.

Cleaning Options
For cleaning the drilled holes, consider the following options:

  • Follow the published instructions for cleaning using a standard method.
  • Consider using hollow drill bits (DEWALT DustX+ System) if applicable.

Minimum Cure Times
The minimum cure times vary based on the adhesive anchor system and the temperature of the base material.

  • Anchors should not be loaded until the specified minimum cure time has passed.
  • Refer to the published literature for the specific adhesive anchor system for minimum cure times and additional design information available at www.DEWALT.com.

Reduction Factor for Early Age Concrete
The reduction factor for early age concrete is supplemental to all other relevant design considerations for the specific application.

Frequently Asked Questions (FAQ)

Q: Can I install adhesive anchors in concrete less than 21 days old?
A: No, installing adhesive anchors in concrete with a minimum age of less than 21 days is not compliant with ACI 318. Approval from the engineer of record and AHJ must be obtained, and the actual concrete compressive strength at the time of installation must be used for design.

Q: What are the test conditions for bond strength reduction factor and cure times?
A: The bond strength reduction factor and cure times mentioned in the manual are based on tension tests conducted in dry untracked normal-weight concrete at room temperature. The average minimum 7-day concrete compressive strength was approximately 2300 psi.

Q: How should I clean the drilled holes?
A: Follow the published instructions for cleaning using a standard method. Alternatively, consider using hollow drill bits (DEWALT DustX+ System) if applicable.

Q: When can I load the anchors?
A: Anchors should not be loaded until the specified minimum cure time has passed. Refer to the published literature for the specific adhesive anchor system for accurate minimum cure times.

anchors@DEWALT.com

References

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