Superplasticizer

Superplasticizers (SPs), also known as high range water reducers, are additives used for making high-strength concrete or to place self-compacting concrete. Plasticizers are chemical compounds enabling the production of concrete with approximately 15% less water content. Superplasticizers allow reduction in water content by 30% or more. These additives are employed at the level of a few weight percent. Plasticizers and superplasticizers also retard the setting and hardening of concrete.[1]

According to their dispersing functionality and action mode, one distinguishes two classes of superplasticizers:

  1. Ionic interactions (electrostatic repulsion): lignosulfonates (first generation of ancient water reducers), sulfonated synthetic polymers (naphthalene, or melamine, formaldehyde condensates) (second generation), and;
  2. Steric effects: Polycarboxylates-ether (PCE) synthetic polymers bearing lateral chains (third generation).[2]

Superplasticizers are used when well-dispersed cement particle suspensions are required to improve the flow characteristics (rheology) of concrete. Their addition allows to decrease the water-to-cement ratio of concrete or mortar without negatively affecting the workability of the mixture. It enables the production of self-consolidating concrete and high-performance concrete. The water–cement ratio is the main factor determining the concrete strength and its durability. Superplasticizers greatly improve the fluidity and the rheology of fresh concrete. The concrete strength increases when the water-to-cement ratio decreases because avoiding to add water in excess only for maintaining a better workability of fresh concrete results in a lower porosity of the hardened concrete, and so to a better resistance to compression.[3]

The addition of SP in the truck during transit is a fairly modern development within the industry. Admixtures added in transit through automated slump management system,[4] allow to maintain fresh concrete slump until discharge without reducing concrete quality.

  1. ^ Gerry Bye, Paul Livesey, Leslie Struble (2011). "Admixtures and Special Cements". Portland cement, Third edition. doi:10.1680/pc.36116.185 (inactive 31 January 2024). ISBN 978-0-7277-3611-6.{{cite book}}: CS1 maint: DOI inactive as of January 2024 (link) CS1 maint: multiple names: authors list (link)
  2. ^ Lu, Bing; Weng, Yiwei; Li, Mingyang; Qian, Ye; Leong, Kah Fai; Tan, Ming Jen; Qian, Shunzhi (May 2019). "A systematical review of 3D printable cementitious materials". Construction and Building Materials. 207: 477–490. doi:10.1016/j.conbuildmat.2019.02.144. hdl:10356/142503. S2CID 139995838.
  3. ^ Houst, Yves F.; Bowen, Paul; Perche, Francois; Kauppi, Annika; Borget, Pascal; Galmiche, Laurent; Le Meins, Jean-Francois; Lafuma, Francoise; Flatt, Robert J.; Schober, Irene; et al. (2008). "Design and function of novel superplasticizers for more durable high-performance concrete (Superplast project)". Cement and Concrete Research. 38 (10): 1197–1209. doi:10.1016/j.cemconres.2008.04.007.
  4. ^ "In-transit concrete management system | GCP Applied Technologies".

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