Development of High Strength Self Curing Concrete Using Super Absorbing Polymer
Authors: K. Bala Subramanian, A. Siva, S. Swaminathan, Arul. M. G. Ajin
Abstract:
Concrete is an essential building material which is widely used in construction industry all over the world due to its compressible strength. Curing of concrete plays a vital role in durability and other performance necessities. Improper curing can affect the concrete performance and durability easily. When areas like scarcity of water, structures is not accessible by humans external curing cannot be performed, so we opt for internal curing. Internal curing (or) self curing plays a major role in developing the concrete pore structure and microstructure. The concept of internal curing is to enhance the hydration process to maintain the temperature uniformly. The evaporation of water in the concrete is reduced by self curing agent (Super Absorbing Polymer – SAP) there by increasing the water retention capacity of the concrete. The research work was carried out to reduce water, which is prime material used for concrete in the construction industry. Concrete curing plays a major role in developing hydration process. Concept of self curing will reduce the evaporation of water from concrete. Self curing will increase water retention capacity as compared to the conventional concrete. Proper self curing (or) internal curing increases the strength, durability and performance of concrete. Super absorbing Polymer (SAP) used as internal curing agent. In this study 0.2% to 0.4% of SAP was varied in different grade of high strength concrete. In the experiment replacement of cement by silica fumes with 5%, 10% and 15% are studied. It is found that replacement of silica fumes by 10 % gives more strength and durability when compared to others.
Keywords: Compressive Strength, High strength Concrete Rapid chloride permeability, Super Absorbing Polymer.
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1110894
Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 3224References:
[1] H. Abdul Razak and H.S. Wong, “Strength estimation model for highstrength concrete incorporating metakaolin and silica fume”, Cement and Concrete Research journal, 2005, Vol. 35, pp 688– 695
[2] Dieb A.S, “Self-curing concrete: Water retention, hydration and moisture transport, Construction and Building Materials journal, 2007, Vol 21, pp 1282-1287.
[3] Mohammad Abdur Rashid and Mohammad Abul Mansur, “Considerations in producing High Strength Concrete”, Journal of Civil Engineering, 2009, Vol. 37(1), pp 53-63
[4] Arnon Bentur, Shin-ichi-Lgarashi, and Konstantin Kovler, “Preventation of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates” Cement and Concrete Research, 2001, Vol. 31,pp 1587-1591.
[5] Roberto Troli, Antonio Borsoi, Silvia Collepardi, Glenda Fazio, Mario Collepardi, and Saveria Monosi, “Self compacting/curing/Compressing Concrete” 6th International Congress, Global Construction, Ultimate Concrete opportunities, Dundee, U.K ,2005.
[6] Michael Golias, Javier Castro, Jason Weiss , “The influence of the initial moisture content of lightweight aggregate on internal curing”, Construction and Building Materials , 2012, Vol. 35 ,pp 52–62.
[7] Ole Mejlhede Jensen. Pietro Lura, “Techniques and materials for internal water curing of concrete” Materials and Structures, 2006, Vol.39, pp 817–825.
[8] M. Yaqub, Imran Bukhari, “Development of mix design for high strength Concrete,” 31st Conference on our world in concrete & structures, Singapore, 2006.