Strength and elastic properties of powdered and aqueous polymer-modified mortars
β Scribed by Musarrat Ullah Khan Afridi; Zia Ullah Chaudhary; Yoshihiko Ohama; Katsunori Demura; Muhammad Zafar Iqbal
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 597 KB
- Volume
- 24
- Category
- Article
- ISSN
- 0008-8846
No coin nor oath required. For personal study only.
β¦ Synopsis
The effectiveness of powdered emulsions (powdered cement modifiers) and aqueous polymer dispersions (aqueous cement modifiers) on improvements in strength and elastic properties of mortars is investigated in this paper. Polymer-modified mortars using various powdered and aqueous cement modifiers were prepared with variation in polymer-cement ratio, and tested for flexural strength, compressive strength, tensile strength, deflection, extreme tensile fiber strain and tensile strain. It is concluded from the test results that powdered cement modifiers affect the properties of mortars similarly as the aqueous cement modifiers and the powdered polymer-modified mortars can be used in the same manner as the aqueous polymer-modified mortars for practical applications. 1200 M.U.IC Afridi et al. Vol. 24, No. 7 Materials Cement and Fine Aggregate
Ordinary portland cement and Toyoura standard sand as specified in JIS (Japanese Industrial Standard) were used in all mixes.
Cement Modifiers
Commercially available, four powdered and two aqueous cement modifiers were used. The powdered cement modifiers used included one brand of poly (vinyl acetate-vinyl carboxylate) (VA/VeoVa) type and three brands of poly (ethylene-vinyl acetate), (EVA) type. The aqueous cement modifiers used were one brand of EVA emulsion and one brand of styrene-butadiene rubber (SBR) latex type. Their typical properties are given in Table 1. Before mixing, a silicone emulsion type antifoamer containing 30% silicone solids was added to the cement modifiers in a ratio of 0.7% of the silicone solids in the antifoamer to the total solids in the powdered and aqueous cement modifiers.
π SIMILAR VOLUMES
The present paper deals with the resistance of oxygen diffusion of polymer-modified mortars which are often used as low-cost promising materials for repairing work for various reinforced concrete structures. The polymermodified mortars using three types of commercial polymer dispersions, i.e., styre
For evaluating the performance of concrete constructions such as foundation piles, a knowledge of the dynamic properties of concrete is also required. Some results of a study of concrete under dynamic impact loading are given in this paper. ~ lOOx200 mm cylindrical specimens were cast from plain and