Technical Notes
Mar 9, 2020

Chemical-Bonded Anchor Bolts versus Traditional J and T Anchor Bolts Used in Machine Foundations

Publication: Practice Periodical on Structural Design and Construction
Volume 25, Issue 2

Abstract

Heavy machinery that undergoes significant impact in its lifetime requires support and a system that can resist dynamic forces and the resulting vibrations. In this context, this technical paper reports a case study on a machine featuring hydraulic steel sheet shears and two hammers. The machine foundation of the hydraulic steel sheet shears was fixed to a concrete foundation using chemically bonded anchor bolts of a certain length and diameter. A short time after the machine had begun operating, shear failure of the anchor bolts occurred. These chemically bonded anchor bolts were then replaced with T-shaped anchor bolts of the same length and diameter, which functioned well. Two hammers were fixed in cast using J-shaped anchor bolts. The J- and T-shaped anchor bolts functioned well in the machine for over 10 years. From field studies and years of successful construction practices, traditional J- and T-shaped anchor bolts fixed with reinforcement of concrete foundations are recommended for fixing machines with impact loads and are superior to chemically bonded anchor bolts.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This research was technically supported by the main workshops of Egyptian Copper Works.

References

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 25Issue 2May 2020

History

Received: Apr 10, 2019
Accepted: Oct 30, 2019
Published online: Mar 9, 2020
Published in print: May 1, 2020
Discussion open until: Aug 9, 2020

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Authors

Affiliations

Mohamed Abd-Elfatah Diwan, Ph.D.
Professor, Structural Engineering Dept., Alexandria Univ., Alexandria 21526, Egypt.
Lecturer, Construction and Building Dept., Higher Institute of Engineering and Technology, Albehera 21529, Egypt (corresponding author). ORCID: https://orcid.org/0000-0002-7710-791X. Email: [email protected]

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