Technical Papers
Dec 18, 2020

Load Limiters on Temporary Shoring Structures: Tests on a Full-Scale Building Structure under Construction

Publication: Journal of Structural Engineering
Volume 147, Issue 3

Abstract

Temporary shoring structures are used in the construction of reinforced concrete buildings to transmit the loads of newly poured slabs onto the lower floors. The main problems involved in the use of shores/props are: (1) the possibility of having higher loads than those initially foreseen, and (2) the structural efficiency and cost of the system, which is normally oversized due to being designed to bear the maximum load of the most demanding building operation. This paper describes a test carried out on a full-scale one-story building to analyze the behavior of load limiters (LLs) installed on shores under actual construction loading conditions. The theoretical approach and development of this new LL concept were described in previous papers. Because these LLs still had not been tested in actual buildings, this paper covers the existing need for a test in the form of a “proof of concept.” It also includes computer simulations and recommendations for the use of LLs.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors would like to express their gratitude to the Spanish Ministry of Education, Culture and Sport for funding received under the FPU Program [FPU13/02466], to the Generalitat Valenciana [GV/2015/063] and also to the Levantina, Ingeniería y Construcción S.L. and Encofrados J. Alsina S.A. business companies for their invaluable cooperation.

References

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 3March 2021

History

Received: Dec 19, 2019
Accepted: Oct 14, 2020
Published online: Dec 18, 2020
Published in print: Mar 1, 2021
Discussion open until: May 18, 2021

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Authors

Affiliations

Senior Researcher, Concrete Science and Technology University Institute, Universitat Politècnica de València, Camino de Vera s/n, Valencia 46022, Spain (corresponding author). ORCID: https://orcid.org/0000-0002-5561-5104. Email: [email protected]
Pedro A. Calderón, Ph.D.
Full Professor, Concrete Science and Technology University Institute, Universitat Politècnica de València, Camino de Vera s/n, Valencia 46022, Spain.
Juan J. Moragues, Ph.D.
Full Professor, Concrete Science and Technology University Institute, Universitat Politècnica de València, Camino de Vera s/n, Valencia 46022, Spain.
Yezid A. Alvarado, Ph.D.
Associate Professor, Pontificia Universidad Javeriana, Calle 40 No. 5-50 Ed. José Gabriel Maldonado, S.J., Bogotá 110231, Colombia.
Full Professor, Concrete Science and Technology University Institute, Universitat Politècnica de València, Camino de Vera s/n, Valencia 46022, Spain. ORCID: https://orcid.org/0000-0002-9205-8458

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