شماره ركورد كنفرانس :
4891
عنوان مقاله :
An Optimal Accelerator Used In Concrete
Author/Authors :
Rahimi SH Department of Civil Engineering - Mashhad Branch - Islamic Azad University, Mashhad , Mortazavi SJ Department of Civil Engineering - Mashhad Branch - Islamic Azad University, Mashhad , Golchin A Department of Civil Engineering - Mashhad Branch - Islamic Azad University, Mashhad , Ghods AS Department of Civil Engineering - Mashhad Branch - Islamic Azad University, Mashhad
كليدواژه :
concrete , accelerator , Calcium Chloride , Aluminum Hydroxide , Aluminum Sulfate
عنوان كنفرانس :
نهمين كنگره بين المللي مهندسي عمران
چكيده فارسي :
فاقد چكيده فارسي
چكيده لاتين :
It has long been known that curing concrete during cold weather can result in an inferior product with
substandard properties. Curing also takes much longer, adding to job costs and extending the time before
the concrete surface can be used. Admixtures are those ingredients in concrete other than portland
cement, water, and aggregates that are added to the mixture immediately before or during mixing. An
accelerating admixture is used to accelerate the rate of hydration (setting) and the strength development of
concrete at an early age. Calcium chloride (CaCl2) is the chemical most commonly used as accelerating
admixture, especially for nonreinforced concrete but it results in corrosion and lack of concrete durability;
In order to solve these problems Aluminum hydroxide (Al(OH)3)and Aluminum Sulfate (Al2(SO4)3) were
used. In this study, a total of 252 specimens in which different amounts of calcium chloride, aluminum
hydroxide ,and Aluminum Sulfate were added to concrete were made. The effect of calcium chloride and
aluminum hydroxide and Aluminum Sulfate on setting time, compressive strength, hydration temperature
and permeability was determined. The specimens were experimented on in different days from 2 to 90 in
order to measure strength. As a conclusion Calcium chloride causes a shorter setting time and lowers
costs in comparison to Aluminum hydroxide and Aluminum Sulfate. On the contrary Aluminum
hydroxide and Aluminum Sulfate have no effects on corrosion and they reduce the weight of concrete,
prevent alkali reactions of aggregates, and increase durability.