Abstract
The purpose of this study was to clarify the relationship between the internal curing effect of roof-tile waste aggregate and frost damage resistance, and to investigate the effects of the replacement ratio of roof-tile waste aggregate as well as curing conditions on the frost damage resistance of concrete. Five types of concrete using Portland blast-furnace slag cement were prepared with a water-to-cement ratio of 0.50 and different replacement ratios of roof-tile waste coarse aggregate (20% and 50% by volume) and roof-tile waste fine aggregate (23% and 58% by volume). Concrete specimens were cured at 20 °C under sealed condition for 3, 7, or 28 days, and they were subsequently exposed to air at 20 °C and 60%R.H. until the age of 28 days. Then, the tests for resistance of concrete to freezing and thawing were carried out for 300 cycles in water, and the relative dynamic modulus of elasticity as well as the mass loss was assessed at the designated periods. As a result, it was found that sufficient frost damage resistance could be secured when the replacement ratio of roof-tile waste aggregate was approximately 20% by volume, and the improvement in frost damage resistance was observed especially when fine aggregate was replaced.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Dan Y, Iyoda T, Ohtsuka Y, Sagawa Y, Hamada H (2009) The relationship between curing condition and durability on concrete using blast-furnace slag cement. J Jpn Soc of Civ Eng E 65(4):431–441
de Sensale GR, Goncalves AF (2014) Effects of fine LWA and SAP as internal water curing agents. Int J Concr Struct Mater 8(3):229–238
Hasholt MT, Jespersen MH, Jensen OM (2010) Mechanical properties of concrete with SAP. Part I: Development of compressive strength. International RILEM Conference on Use of Superabsorbent Polymers and Other New Additives in Concrete pp 117–126
JIS A 1148 (2019) Freeze-thaw test method for concrete. Japanese Standards Association, Tokyo
JIS R 5211 (2019) Portland blast-furnace slag cement. Japanese Standards Association, Tokyo
Sato R, Shigematsu A, Nukushina T, Kimura M (2011) Improvement of properties of Portland blast furnace cement type B concrete by internal curing using ceramic roof material waste. J Mater Civ Eng 23(6):777–782
Tachibana D, Imai M (1994) Improving techniques for frost damage resistance of high-strength lightweight concrete. J Jpn Soc Civ Eng 496:51–60
Yildirim ST, Meyer C, Herfellner S (2015) Effect of internal curing on the strength, drying shrinkage and freeze-thaw resistance of concrete containing recycled concrete aggregates. Constr and Build Mater 91:288–296
Acknowledgements
The authors would like to express their gratitude to Tokuyama Corporation for their cooperation in the tests for frost damage resistance in this study.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2023 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Kirimoto, T., Ogawa, Y., Kawai, K. (2023). Frost Damage Resistance of Portland Blast-Furnace Slag Cement Concrete Cured Internally by Using Roof-Tile Waste Aggregate. In: Reddy, J.N., Wang, C.M., Luong, V.H., Le, A.T. (eds) ICSCEA 2021. Lecture Notes in Civil Engineering, vol 268. Springer, Singapore. https://doi.org/10.1007/978-981-19-3303-5_42
Download citation
DOI: https://doi.org/10.1007/978-981-19-3303-5_42
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-19-3302-8
Online ISBN: 978-981-19-3303-5
eBook Packages: EngineeringEngineering (R0)