Understanding Set Accelerators

With the Fall season underway in the northern hemisphere, concrete producers and contractors readily understand that the setting rate and strength development of cementitious mixtures will be delayed as concrete and ambient temperatures drop. These delays in set and strength gain can be offset with the use of set accelerating chemical admixtures. The performance requirements of such admixtures are clearly stipulated in various regional nation standards such ASTM C494, where two types of set accelerating admixtures are desribed, Type C and Type E. Compositionally, set accelerators fall into two classes: chloride or calcium chloride-based, and non-chloride. More importantly, it is very important to understand corrosivity of an admixture over the dosage range recommended by the manufucturer. My next posting will provide further guidance on the use of set accelerating admixtures.

Getting the Best Performance from Your Water Reducing Concrete Admixture

Water Reducer performance can significantly be influenced by the physocal and chemical properties of all the concrete mix components, as well as the time of addition, – that is, with the mix water, or delayed after cement and water have made contact. Becuase of all these possible influences on water reducer performance, testing the admixture under a wide range of controlled condtions is important both for achieving maximum performance as well as anticipating unexpected concrete behavior.

Expert, Concrete Admixture Technology

Dr. Jeknavorian has extensive experience in the discovery, development, evaluation, and commercial implementation of new chemical technologies that can beneficiate the concrete construction industry. He has a profound knowledge of concrete materials and the engineering properties of concrete based on 34 years experience in the concrete admixture industry. Having worked as an analytical chemist investigating and troubleshooting concrete performance issues, and as a new technology and product development chemist, Dr. Jeknavorian possess a unique capability to understand the interaction and performance of various chemical agents from the molecular level to the macro-commercial properties of cementititous mixtures.

Dr. Jeknavorian has published 43 scientific articles in the field of concrete admixtures, is the inventor on 17 issued patents, and has been an invited speaker at numerous conferences and symposiums.

Dr. Jeknavorian is an active member of ASTM, ACI, and the American Chemical Society (ACS). In recognition of his contribution to the development of standards for concrete construction materials, Dr. Jeknavorian was the recipent of an Award of Merit, and has earned the title of Fellow of ASTM.

Water Reducers: A Boost for Every Yard of Concrete

Every cubic yard or cubic meter of concrete, batched with ordinary portland cement, can readily benefit from the use of a conventional ASTM C494 certified water reducing admixture (WRA). The benefit can be realized in one of three basic ways relative to a reference mix without any admixture:

1. All the mixture proportions of the reference mix can be kept constant. Upon adding the water reducing admixture and increase in slump or workability can be realized. The amount of slump increase will be a function of the type (or chemistry) and dosage rate of the water reducing admixture.
2. With the addition of a WRA, the water content of the reference mix can be reduced (accompanied by an increase in fine and coarse aggregate). The resulting mixture will have increased strength and reduced permeability versus the reference mix.
3. Both the water and cement contents can be reduced proportionately, maintaining a constant w/c ratio. The resulting mixture will have approximately the same workability and strength at a lower production cost.

All these benefits are made possible by the action of water reducing chemicals on the inter-particle forces between hydrating cement grains. To learn more, an excellent course on chemical admixtures for concrete is available from Dr. Ara A. Jeknavorian.