Abstract

This study carried out tensile tests at definite elongation, tensile and shear tests on 4 admixture-modified styrene-acrylic emulsion-based cement composites (SECCs), and measured the strength, deformation, and energy consumption indexes of test specimens, so as to investigate the influences of coalescing agent, plasticizer, silane coupling agent, and nanometer aluminium oxide on the bond, tensile, and shear mechanical properties of the test specimens. Additionally, the Field Emission Scanning Electron Microscope (FE-SEM) test and Mercury Intrusion Porosimetry (MIP) test were conducted on the composite material specimens, to analyze the microscopic mechanism of different admixtures in modifying the mechanical properties of the SECC. The results suggested that the addition of coalescing agent, plasticizer, silane coupling agent, and nanometer aluminium oxide improved the bond, tensile and shear properties of the SECC specimens to various degrees. Of them, the coalescing agent promoted the mutual cross-linking of organic polymers with inorganic products, and optimized the transition interface to enhance the comprehensive mechanical properties of the test specimens; by contrast, nanometer aluminium oxide developed secondary hydration reaction with the inorganic products, and refined the pore structure to modify the mechanical properties of test specimens. Therefore, both of them achieved significant modification effects. Typically, the optimal bond properties of FFAMC, PLMC, SCAMC, and NAMC test specimens were achieved at the coalescing agent, plasticizer, silane coupling agent, and nanometer aluminium oxide addition amounts of 4%, 1.5%, 3%, and 1%, respectively. Besides, the improving effects of different admixtures on the tensile property of SECC specimens followed the order of coalescing agent > nanometer aluminium oxide > plasticizer > silane coupling agent, with the optimal addition amounts of 4%, 1.5%, 1%, and 2%, respectively. In addition, the improving effects of different admixtures on the shear performance of SECC specimens followed the order of coalescing agent > nanometer aluminium oxide > silane coupling agent > plasticizer, with the optimal addition amounts of 4%, 1.5%, 1%, and 1%, respectively.

Highlights

  • Cement concrete pavement slab joint is the weak link in airport pavement [1,2,3], and the pavement slab is usually subjected to damages such as peeling, fragmentation, pumping, and faulting due to water seepage, fracture, and aging of calking [4,5,6,7]

  • NAMC test specimens was achieved at the coalescing agent and nanometer aluminium oxide addition amounts of 3% and 1.5%, respectively, which was improved by 18.6% and 15.8% compared with the styrene-acrylic emulsion-based cement composites (SECCs) test specimen, respectively

  • Addingaluminium appropriate amounts of the coalescing agent, plasticizer, silane couplingTypically, agent, and optimal bond properties of forming auxiliary modified styrene-acrylic emulsion-based cement composite (FFAMC), plasticizer modified modified styrene-acrylic emulsion-based composite (PLMC), styrene-acrylic emulsion-based emulsion-based cement cement composite composite (SCAMC), and test specimens were attained at nanometer aluminium oxide enhances the bond properties of SECC test specimens

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Summary

Introduction

Cement concrete pavement slab joint is the weak link in airport pavement [1,2,3], and the pavement slab is usually subjected to damages such as peeling, fragmentation, pumping, and faulting due to water seepage, fracture, and aging of calking [4,5,6,7]. Domestic and foreign scholars have carried out research on SECC, but there are a few studies on how to improve its properties, even there are almost no reports of comparative study on the effects of various modified admixtures On this basis, this paper treated strength, deformation, and energy consumption indexes as the research indexes to carry out tensile tests at definite elongation, tensile and shear test, so as to comparatively investigate the effects of coalescing agent, plasticizer, silane coupling agent, and nanometer aluminium oxide on improving the bond, tensile and shear properties of the SECCs, considering that joint sealant mainly undertook the tensile and shear loads.

Test Materials
C12 H24 O3
Test Methods
HS-3001B
Bond Property
Fixture
Tensile
Shear Performance
Microstructure
Pore Structure Analysis
15. Effects
16. Effects
Findings
Conclusions
Full Text
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