Abstract

Portland cement concrete manufacturing techniques in the world have an immense variability, since each location concentrates natural resources with unique characteristics, sometimes similar, but with always different process conditions, such as: labor, equipment, environmental conditions, processing, storage, among others. The aim of this work is to develop cementitious composites partially replacing mineral admixtures by powdered glass residues, evaluating the physical-mechanical behavior through axial compression strength, as well as the production of hydrated phases through x-ray diffraction, both at 28 days. Cement, silica fume, metakaolin, powder glass residue, polycarboxylic ether-based superplasticizer, and low temperature water were used to prepare different compositions of ultra-high performance concrete. The preparation took place with the aid of a mechanical bench mixer, and the densification was carried out with the aid of an immersion vibrator in cylindrical molds 50 x 100 mm. After unshaped, the specimens received heat treatment, with isotherm at 60°C for 36 hours, followed by wet curing in a tank saturated with calcium hydroxide, until the tests of compression strength and x-ray diffraction were carried out. The results show that the composition added with the residue, replacing metakaolin, behaved in an adequate manner, with compressive strength equivalent to the reference composition (silica fume + metakaolin), as well as the production of the same hydrated compounds. However, the application of only the glass residue or metakaolin reduced the intensity of the pozzolanic reactions, justified by the presence of a high content of calcium hydroxide in the compositions, which allows us to conclude that the powder glass residue presents viability as a filler, when replacing metakaolin in the presence of silica fume, as it does not compromise the performance of the mixtures made.

Highlights

  • The objective of this work is to investigate the mechanical behavior of ultra-high performance concrete specimens, at 28 days of age, with different amounts of powdered glass residue as mineral admixtures, and in parallel, identify the hydrated phases formed in the composites by means of x-ray diffraction, correlating these with resistance values to evaluate the behavior of different compositions of Ultra-High Performance Concrete (UHPC) systems through the principle of pozzolanicity of the supplementary cementitious materials (SCM)

  • The MK+PGR composition presented a value of only 144.7 ± 3.4 MPa, 15% lower than the reference, and this drop in resistance is attributed to the non-consumption of calcium hydroxide (C-H) during the pozzolanic reactions during hydration of the composite, and in addition, the size distribution of metakaolin is different, as well as the particle shape, the interaction between hydrated phases is different when comparing the behavior with silica fume, leaving more voids in the gel pores of the mixture

  • Escadeillas & Vidal (2016) in their experiments obtained similar results for different UHPC compositions, which used the two mineral admixtures, with the metakaolin additive composition presenting inferred value compared to the silica fume composition, being directly related to the effective consumption of C-H from the paste for the production of calcium silicate hydrated (C-S-H)

Read more

Summary

Introduction

The Ultra-High Performance Concrete (UHPC) technology emerged in the last 25 years through a partnership between Canadian and French researchers, based on theoretical models of particle packing, exclusion of coarse aggregates, use of heat treatment at high temperatures, tension compression to the mixture in the fresh state, very low w/c factor, use of additives and mineral admixtures, and application of fibers or microfibers (Soliman & Tagnit-Hamou, 2017a; Kang, Hong &Moon, 2019; Cunha Oliveira, Meira & Lucena, 2021a).Richard & Cheyrezy (1995), reached strengths of the order of 810 MPa in analysis of compositions for ReactivePowder Concrete (RPC), one of the UHPC variants, using steel aggregate and heat treatment at 250 °C.Studies dating back to 1930 already suggested the use of some of these devices to increase the strength of the paste, and in the 1960s laboratory evaluations showed the reach of strengths close to 650 MPa when compressing the mixture while still in the fresh state with the simultaneous use of treatment thermal (Richard & Cheyrezy, 1995).The UHPC class is widely developed in the world, and because it is a recent technology, engineers always use different methodologies for each application due to the lack of standardization standards, creating different types of concrete, varying according to the available raw material, level of specialization of labor, equipment for manufacturing and execution, and demand for use.The technology has been disseminated mainly in European and Asian countries, and in Brazil it is still impracticable to apply this type of concrete on a large scale due to the lack of qualified labor and adequate equipment for confection, as well as the high cost of raw material. Studies dating back to 1930 already suggested the use of some of these devices to increase the strength of the paste, and in the 1960s laboratory evaluations showed the reach of strengths close to 650 MPa when compressing the mixture while still in the fresh state with the simultaneous use of treatment thermal (Richard & Cheyrezy, 1995). The UHPC class is widely developed in the world, and because it is a recent technology, engineers always use different methodologies for each application due to the lack of standardization standards, creating different types of concrete, varying according to the available raw material, level of specialization of labor, equipment for manufacturing and execution, and demand for use. What will guide the feasibility of use in Brazilian works in the coming decades will possibly be the adoption of cheaper execution techniques associated with the use of locally sourced materials, both in line with sustainable work streams

Objectives
Methods
Results
Conclusion
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call