Civil Engineering Association
ACI 355.4: Qualification of Post-Installed Adhesive Anchors in Concrete and Comment - Printable Version

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ACI 355.4: Qualification of Post-Installed Adhesive Anchors in Concrete and Comment - Mohammad6299 - 07-21-2014

ACI 355.4M-11: Qualification of Post-Installed Adhesive Anchors in Concrete (Metric)

Author: ACI Committee 355 | Size: 2 MB | Format: PDF | Quality: Original preprint | Publisher: American Concrete Institute (ACI) | Year: 2011 | Pages: 59 | ISBN: 9780870314094

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This standard prescribes testing and evaluation requirements for post-installed adhesive anchor systems intended for use in concrete under the provisions of ACI 318. Criteria are separately prescribed to determine the suitability of adhesive anchors used in uncracked concrete only, or in both cracked and uncracked concrete. Criteria are prescribed to determine the design parameters and performance category for adhesive anchors. Included are assessments of the adhesive anchor system for bond strength, reliability, service conditions, and quality control. Special inspection (13.3) is required during anchor installation as noted in 10.22.

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RE: ACI 355.4M-11: Qualification of Post-Installed Adhesive Anchors in Concrete and Comme - Dell_Brett - 03-19-2017

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RE: ACI 355.4M-11: Qualification of Post-Installed Adhesive Anchors in Concrete and Comme - poolmand - 05-02-2023

ACI CODE-355.4-19 (Reapproved 2021) (SI)(IN-LB): Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary

Author(s)/Editor(s): ACI Committee 355 | Size: 15.81 MB| Format: PDF| Quality: Scanner| Year: 2019| pages: 51


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This standard prescribes testing programs and evaluation requirements for post-installed adhesive anchors intended for use in concrete under the design provisions of ACI 318. Testing and assessment criteria are provided for various conditions of use, including seismic loading; sustained loading; aggressive environments; reduced and elevated temperatures; and for determining whether anchors are acceptable for use in uncracked concrete only, or acceptable for service both in cracked and uncracked concrete. Criteria are provided for establishing the characteristic bond strength, reductions for adverse conditions, and the anchor category and associated job-site quality control requirements.

Keywords:

adhesive anchors; cracked concrete; fasteners; post-installed anchors; qualification procedures; uncracked concrete.

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