TECHNICAL PAPERS
Feb 1, 2001

Curling of Concrete Floor Slabs on Grade — Causes and Repairs

Publication: Journal of Performance of Constructed Facilities
Volume 15, Issue 1

Abstract

Many industrial floors are required to have high-quality flat surfaces for the operation of specialized equipment, particularly high-reach stackers operating from the surfaces of warehouse floors. For new floors, the essence of floor flatness lies in the manner of finishing and the systematic monitoring of the flatness achieved immediately following construction. Achieving such surfaces in floor slabs however, is quite difficult because of the moisture and temperature gradients that cause them to curl at the joints. Such curling seriously affects the operation of an industrial facility. Floors subjected to heavily loaded forklift traffic may rapidly deteriorate, causing safety problems. Curling is also exacerbated in industrial floors by the use of power-troweled surface hardeners to produce the dense high-strength top surface required for high wear resistance. Repair of curled floors in industrial locations involves grinding, patching, installation of dowels, and grouting underneath the curled slab. The timing and appropriateness of the method used are of vital importance to the durability of the repair. Aspects of design and construction to minimize curling of new industrial floors, the factors that contribute to cracking and curling, measures to minimize curling, and the repair of curled floors are discussed in this paper.

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References

1.
American Concrete Institute (ACI). “Guide for concrete floor and slab construction.” 302.R-89, Detroit.
2.
Brtelestein, R., and Weiner, E. ( 1990). “Repairing industrial floors.” Concrete Repair Dig., 4, 7–12.
3.
Craig, P. ( 1990). “How to handle the curled joint.” Concrete Repair Bull., 3, 12–16.
4.
Dhir, M. P. ( 1984). “A study of the effect of temperature variations on the bonding of concrete overlays.” ACI Mat. J., 3(4), 172–179.
5.
Emmonds, P., and Vaysburd, A. ( 1995). “Performance criteria for concrete repair materials—Phase I.” Tech. Rep. REMR-CS-47, U.S. Army Corps of Engineers.
6.
Garber, G. ( 1991). Design and construction of concrete floors, Halsted Press, New York, 175–158.
7.
Hansen, W., and Alumbaiheen, J. A. ( 1987). “Ultimate drying shrinkage of concrete—Influence of major parameters.” ACI Mat. J., 217–223.
8.
Hatt, W. K. ( 1925). “The effect of moisture on concrete.” Trans. ASCE, 1577.
9.
Johnson, C. ( 1965). Deterioration, maintenance, and repair of structures, McGraw-Hill, New York, 218–222.
10.
Kasai, Y., Hiraishi, K., and Osada, K. ( 1993). “Mixture proportion, flowability, strength, and durability of flowing concrete.” ACI Mat. J., 5(2), 211–225.
11.
Portland Cement Association (PCA). ( 1997). “Concrete slab surface defects: Causes, prevention, repair.” EB096.01D, Skokie, Ill., 4–5.
12.
Spears, R. E. ( 1978). Concrete floors on the ground, Portland Cement Association, Skokie, Ill., 26–19.
13.
Spears, R. E., and Panarese, W. C. ( 1983). Concrete floors on ground, Portland Cement Association, Skokie, Ill.
14.
Springfield, J., Mailvaganam, N. P., and Taylor, D. A. ( 1996). “Curling in new and repaired industrial floors: Aspects of Canadian practice.” Proc., Annu. Conf. of Can. Soc. of Civ. Engrs., Vol. IIb, 727–738.
15.
Suprenant, B. A., and Malisch, R. W. ( 1999). “Repairing curled slabs.” Concrete Constr., 9, 58–65.
16.
Tazawa, E., and Miyazawa, S. ( 1993). “Autogenous shrinkage of concrete and its importance in concrete technology, creep, and shrinkage of concrete.” Proc., RILEM Conf. on High-Perf. Concrete, 159–168.
17.
Tremper, B., and Spellman, D. C. ( 1963). “Shrinkage of concrete-comparison of laboratory and field performance.” Hwy. Res. Rec. No. 3, 30–61.
18.
Ytterberg, R. F. ( 1992). “Control of shrinkage and curling in slabs on grade.” Concrete Constr., 6, 825–831.

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 15Issue 1February 2001
Pages: 11 - 16

History

Received: Jan 2, 2000
Published online: Feb 1, 2001
Published in print: Feb 2001

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Authors

Affiliations

Member, ASCE
Prin. Res. Ofcr., Inst. for Res. in Constr. (IRC), Nat. Res. Council, (NRC), Ottawa, ON, Canada K1A 0R6.
Consultant, 194 Bayview Heights Dr., Toronto, ON, Canada M4G 2Z2.
Res. Ofcr., IRC, NRC, Ottawa, ON, Canada.
Dir., Urban Infrastructure Rehabilitation Program, IRC, NRC, Ottawa, ON, Canada.

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