The Influence of the Environment on the Properties of Hybrid Cement-Based Concrete with Steel and Air-Cooled Slags

Abstract

This article presents the results of research that dealt with the development of non-traditional concrete using a hybrid alkali-activated cement. It is concrete based on by-products from a metallurgical plant that replaced 100% of the natural aggregates. Steel slag (CSS, fraction: 0/8 mm) was used as a filler in combination with air-cooled slag (ACBFS, fraction: 8/16 mm and 16/32 mm). Portland blended cement (CEM II/B-S 42.5N) and H-CEMENT were used as binding components in the development of the concrete mixture designs. Both of these cements were produced by Považská cementáreň, a.s., Ladce. Attention was focused on testing the physical and mechanical properties of the developed concretes in various environments. An aqueous environment was selected as the first environment for the placement of test specimens (cubes with 150 mm edges and prisms with dimensions of 100 × 100 × 400 mm3) according to the ČSN EN 206-1 standard and the outdoor environment (August to October). The determination of the cube strength was made after 7, 28, and 90 days, the determination of the flexural and compressive strength was made at the end of the prisms, and the determination of the dynamic modulus of elasticity was made after 28 days on the prisms. The test results of the test specimens, which were placed in two environments, were compared and it was found that, after 90 days, the outdoor environment caused a decrease in the concrete’s strength characteristics when using Portland blended cement (CEM II/ B-S 42.5N) of about 8%; in contrast, when using H-CEMENT, the concrete’s strength increased by about 14%. The use of H-CEMENT and the addition of PUZZOLANIT in the amount of 30% in combination with CEM II/B-S 42.5N in the amount of 70% reduced the decrease in the strength of the concrete after 90 days by about 3%. The research results confirm the suitability of using H-CEMENT and the addition of PUZZOLANIT for the production of concrete based on steel slag (CSS) and air-cooled slag (ACBFS).

Experimental and Industrial Experience with Steel and Air-Cooled Blast Furnace Slag Concrete

“…0/8 mm was used for our experimental design. The chemical composition of steel slag is presented in Chemical composition of ACBFS [16].…”

“…Based on the results of the granulometric analysis (see Figure 1), the mean grain size was determined as d 50 from individual grain size curves (see Table 5). Properties of converter steel slag (CSS) and air-cooled blast furnace slag (ACBFS) [16].…”

“…Steel slag (CSS) and air-cooled blast furnace slag (ACBFS) granulometric curves [16]. 6 presents the chemical composition of the cements used and Table 7 presents their physical and mechanical properties.…”

“…In this chapter, we present our results and experience with steel and air-cooled blast furnace slag-based concrete. These by-products from a metallurgical plant were used as a 100% substitute for natural aggregates in concrete production [15,16].…”

Strain Hardening of Polypropylene Microfiber Reinforced Composite Based on Alkali-Activated Slag Matrix

“…This cement composite can be used not only as the main material in structures but also as thin reinforcing layers for repairing and strengthening the existing 2 of 22 structures taking into consideration its high deformation ability [16][17][18][19]. Another advantage of these composites is the use of secondary mineral resources, such as microsilica, slag, fly ash, ground rocks, or stone dust [20][21][22][23][24]. The application scope of a strain-hardening cement composite (SHCC) depends on its strength and deformation characteristics [25][26][27][28][29][30].…”