TECHNICAL PAPERS
Mar 1, 2005

Comparative Analysis of Shoring Towers for High-Clearance Construction

Publication: Journal of Construction Engineering and Management
Volume 131, Issue 3

Abstract

Formwork for cast-in-place concrete in high-clearance construction is commonly based on multitier shoring towers. The market has responded to the demand for shoring towers by offering numerous proprietary models, from which the constructor can choose. Thus, there is a need for comparative data and selection criteria that are comprehensive, objective, uniformly processed, and systematically organized. This paper presents methodology, formatted data, and findings that purport to assist constructors in rationally selecting the appropriate shoring towers for their projects. For the benefit of industry practitioners, the paper offers an overview of tower configuration and classification, a formatted list of selection criteria generated on the basis of input from formwork manufacturers, and interviews with representatives of formwork service companies, examples of comparative data on selected tower models, and quantitative comparisons based on the introduction of normalized parameters and on formwork solutions for typical cases. This information is particularly vital given the high cost of tower-based formwork relative to the overall construction cost of the supported concrete element, while published erection and dismantling work input data are largely still unavailable for most models and heights of shoring towers.

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Acknowledgments

The writers are grateful to the overseas and local formwork companies and personnel who provided their input for this study. This research was supported by the Fund for the Promotion of Research at the Technion.

References

Bennett, C. P., and D’Alessio, M. S. (1996). “Falsework/shoring.” Handbook of temporary structures in construction, 2nd Ed., R. T. Ratay, ed., McGraw–Hill, New York, 16.1–16.55.
Brand, R. E. (1975). Falsework and access scaffolds in tubular steel, McGraw–Hill, London.
Formwork: A guide to good practice. (1995). 2nd Ed., Concrete Society, London.
Hanna, A. S. (1999). Concrete formwork systems, Marcel Dekker, New York.
Hurd, M. K. (1963). Formwork for concrete SP-4, American Concrete Institute, Detroit.
Hurd, M. K. (1973). Formwork for concrete SP-4, 3rd Ed., American Concrete Institute, Detroit.
Hurd, M. K. (1979). Formwork for concrete SP-4, 4th Ed., American Concrete Institute, Detroit.
Hurd, M. K. (1995). Formwork for concrete SP-4, 6th Ed., American Concrete Institute, Farmington Hills, Mich.
Peurifoy, R. L., and Oberlender, G. D. (1996). Formwork for concrete structures, 3rd Ed., McGraw–Hill, New York.
Raz, Y. (2002). “Comparative analysis of shoring-tower-based support systems for concrete elements.” MSc thesis, Technion-Israel Institute of Technology, Haifa, Israel.
Selinger, S., and Shapira, A. (1985). “Rational design of formwork for building elements.” Research Rep. No. 017-338, National Building Research Institute, Technion, Haifa, Israel.
Shapira, A. (1995). “Formwork design for high elevated slab construction.” Constr. Manage. Econom., 13(3), 243–252.
Shapira, A. (1998). “Formwork design for high shoring towers.” Concr. Int.: Des. Constr., 20(10), 51–54.
Shapira, A. (1999). “Contemporary trends in formwork standards–a case study.” J. Constr. Eng. Manage., 125(2), 69–75.
Shapira, A. (2004). “Work inputs and related economic aspects of multitier shoring towers.” J. Constr. Eng. Manage., 130(1), 134–142.
Shapira, A., and Goldfinger, D. (2000). “Work-input model for assembly and disassembly of high shoring towers.” Constr. Manage. Econom., 18(4), 467–477.
Shapira, A., Shahar, Y., and Raz, Y. (2001). “Design and construction of high multitier shoring towers: case study.” J. Constr. Eng. Manage., 127(2), 108–115.
The Standards Institution of Israel. (1998). “Formwork for concrete, Part 1: Principles.” SI 904, Tel Aviv, Israel.

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Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 131Issue 3March 2005
Pages: 293 - 301

History

Received: Jul 8, 2003
Accepted: Apr 12, 2004
Published online: Mar 1, 2005
Published in print: Mar 2005

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Authors

Affiliations

Aviad Shapira, M.ASCE
Associate Professor, Faculty of Civil & Environmental Engineering, Technion–Israel Institute of Technology, Haifa 32000, Israel.
Yoram Raz
Manager, Alumlight (Israel) Co., Kefar Tavor 15241, Israel; formerly, Graduate Student, Faculty of Civil & Environmental Engineering, Technion–Israel Institute of Technology, Haifa 32000, Israel.

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