Diamidoamine Salt as the Admixture for Concrete Increasing the Resistance to the Freeze-Thaw Cycle

3rd World Multidisciplinary Civil Engineering, Architecture, Urban Planning Symposium

土木建筑工程;文学

Ratajczak, Maria^1 ; Babiak, Michal^1 ; Kulczewski, Piotr^1 ; Kosno, Jacek^2

Poznan University of Technology, Institute of Structural Engineering, Piotrowo 5, Poznan

60-965, Poland^1

Institute of Heavy Organic Synthesis Blachownia in Kdzierzyn-Kole, Energetyków 9, Kdzierzyn-Kole

47-225, Poland^2

关键词: Durability of structures;    Engineering structures;    Freeze-thaw cycles;    Freeze-thaw resistance;    Research programmes;    Resistance to frosts;    Structural elements;    Sub-zero temperatures;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/471/3/032077/pdf
DOI  :  10.1088/1757-899X/471/3/032077

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

Concrete freeze-thaw resistance, along with compressive strength, is one of its basic features, which have a significant impact on the durability of structures of buildings and engineering structures. Numerous studies presented in domestic and foreign literature showed that there is a relationship between the concrete mix's composition and the extent of frost damage. The frost durability of concrete depends on many factors. Therefore, cyclic changes of air temperature in winter conditions (over 100 freeze-thaw event cycles per year are estimated in Poland) must be taken into consideration as soon as in the phase of designing a concrete mix and structural elements. Proper designing of the concrete mix, optimal selecting of proportions and kinds of components, applying of appropriate kinds of additives and admixtures as well as proper maintenance of concrete can protect the investor against serious financial consequences. The paper discussed the influence of sub-zero temperatures effect on cement concretes properties. The requirements that are imposed on designers in terms of concretes resistance to frosts cyclic effect by the currently applicable standards were presented. The paper also presents the results of an original research programme showing the effectiveness of diamidoamine salt as an admixture for concretes that increases their resistance to the freeze-thaw cycle. Within the preliminary tests, the influence of the diamidoamine salt on early and 28-day compressive strength was marked. The air content in fresh concrete, absorbability and water permeability were also specified. The freeze-thaw resistance of concretes with the addition of the diamidoamine salt after 50 freeze-thaw cycles was determined. The conducted preliminary laboratory tests showed that applying the diamidoamine salt causes the decrease in compressive strength. This decrease is proportional to the admixture content. The applied admixture significantly decreases the absorbability, improves waterproofness and freeze-thaw resistance of the concrete.