ACI 355.4 PDF

While ACI gives no limitations on maximum anchor diameter, for anchors beyond this dimension, the testing authority should decide if the tests described. 1 Jan Buy ACI QUALIFICATION OF POST-INSTALLED ADHESIVE ANCHORS IN CONCRETE AND COMMENTARY from SAI Global. ACI M A U.S. Customary version of this document (ACI ) is available at Qualification of Post-Installed Adhesive Anchors.

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As of 15 Januarythe following will be required: The success, or failures, of adhesive anchors are highly dependent on the installer and the procedures employed to install the anchor. The creation of the threads in the concrete gives the screw anchor some advantage in cracked zci where a small-narrow crack intersecting the threads has only a minor reduction on tension capacity.

In 12 years, we have codified anchorage design procedures and developed anchor qualification standards that have greatly raised the reliability bar for anchors used in practical design conditions.

Adhesive anchors were incorporated into ACI under the premise that the existing design models would be minimally affected.

So, what is the state of the anchoring industry and where do the codes go from here? Although the design procedure for screw anchors has not been codified, they are gaining acceptance in building practice as a reliable fastening element Olsen, et.

In reality, screw anchors have been around since 35.4 early s. Errata are not included for collections or sets of documents such as the ACI Collection. The Present State of the Industry Formal concrete 3554 design provisions first appeared in ACI as Appendix D, with applications limited to cast-in-place anchors and post-installed mechanical expansion anchors.

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Pullout failures look very much like bond failures for adhesively bonded anchors. There are a wide variety of post-installed concrete anchors, and the newest post-installed anchor is the screw anchor. The ACI Code provisions are 355. mandatory unless adopted by the local building code for the given jurisdiction.

STRUCTURE magazine | Post-Installed Anchors

Leave a Comment Click here to cancel reply. In ArticlesInSights Comments 0. Neal may be reached at nsanderson sgh.

For a listing of and access to all product errata, visit the Errata page. Deep embedments are often difficult to achieve because the friction of cutting a thread can exceed the torsional capacity of the screw shank and fail the steel in torsion.

355.4-11 Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary

Research testing of screw anchors has shown that failure can occur in tension via three modes: These items are not eligible for return. Appendix D will now formally be placed in the body of the Code as Chapter Any applicable errata are included with individual documents at the time of purchase.

This makes the use of screw anchors a single-use item; removing and reusing the screw anchor in the drilled hole is not advised because the cutting threads on the screw are worn and getting the screw threads into the original cut threads in the concrete is difficult.

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Undercutting of screw threads in concrete from Olsen, et. This standard prescribes testing programs and evaluation requirements for post-installed adhesive anchors intended for use in concrete under the design provisions of ACI Your message Submit Comment. Pullout failures also occur for screw anchors only when they are deeply embedded.

Qualification of Post-Installed Adhesive Anchors in Concrete and Commentary

This includes the design provisions for bond strength and concrete breakout. Certification was deemed an important component of adhesive anchor usage, on par with certified welders for welding key structural steel connections.

Screw Anchors There are a wide variety of post-installed concrete anchors, and the newest post-installed anchor is the screw anchor.

The next code cycle will contemplate further additions and layout reorganization. Based partially on the Boston Big Dig tunnel accident, the adhesive anchor installer must be certified to install anchors in certain orientations and under certain load conditions.

In Figure 1, the undercutting of the threads in the concrete is illustrated. 3555.4 full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. They are intended to carry aco tension, direct shear, or combinations of tension and shear loadings.