Idrees Maria, Akbar Arslan, Saeed Farhan, Saleem Huma, Hussian Tousif, Vatin Nikolai Ivanovich
Department of Architectural Engineering & Design, Faculty of Civil Engineering, University of Engineering and Technology, Lahore 54890, Pakistan.
Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong 999077, China.
Materials (Basel). 2022 May 24;15(11):3751. doi: 10.3390/ma15113751.
Concrete is the most widely used construction material. However, it cannot sustain the harsh environment and can easily deteriorate. It results in repair and reworks that amount to a considerable loss of money and time. The life span of concrete reduces if exposed to external attacks, for instance, sulfate attacks, alkali-silica reactions, corrosion, and drying shrinkage. These ubiquitous attacks cause a reduction in service life and raise the need for early repair and maintenance, resulting in higher life cycle costs and structural failures. To resolve these issues, the potential of styrene-butadiene-rubber (SBR) ultrafine powder as cement replacement polymeric admixture at 0%, 3%, 5%, 7%, and 10% have been evaluated. The effect of SBR-powder on concrete is investigated by conducting an alkali-silica reactivity test (ASR), rapid-chloride-permeability test (RCPT), drying shrinkage, and sulfate resistivity tests. Workability, compressive and flexural strength tests are also conducted. For ASR and drying shrinkage, mortar bar samples were cast, exposed to respective environments, and the percentage change in length was measured. For mechanical tests and RCPT, prisms, cylinders and cubes were cast and tested at 28 days. The SBR-powder modification reduces concrete's permeability, drying shrinkage, and expansions due to ASR and sulfate attacks. SBR powder increased workability by 90%, compressive strength by 23%, and flexural strength by 9.4% in concrete when used at 10% cement replacement by weight. The SBR-powder (10%) modification reduced the RCPT value by up to one-third (67%), drying shrinkage by 53%, ASR by 57%, and sulfate reaction by 73%. Consequently, SBR powder usage can adequately improve the workability, mechanical properties, and durability of the concrete and lead to advanced sustainable concrete with low repair requirements.
混凝土是使用最广泛的建筑材料。然而,它无法承受恶劣环境,容易劣化。这会导致修复和返工,造成相当大的金钱和时间损失。如果混凝土暴露于外部侵蚀,例如硫酸盐侵蚀、碱-硅反应、腐蚀和干燥收缩,其使用寿命会缩短。这些普遍存在的侵蚀会导致使用寿命缩短,并增加早期修复和维护的需求,从而导致更高的生命周期成本和结构故障。为了解决这些问题,评估了苯乙烯-丁二烯橡胶(SBR)超细粉作为水泥替代聚合物外加剂在0%、3%、5%、7%和10%掺量下的潜力。通过进行碱-硅反应性试验(ASR)、快速氯离子渗透性试验(RCPT)、干燥收缩试验和抗硫酸盐性试验,研究了SBR粉对混凝土的影响。还进行了工作性、抗压强度和抗折强度试验。对于ASR和干燥收缩试验,浇筑砂浆棒试件,使其暴露于相应环境中,并测量长度变化百分比。对于力学试验和RCPT试验,浇筑棱柱体、圆柱体和立方体试件,并在28天时进行测试。SBR粉改性降低了混凝土因ASR和硫酸盐侵蚀引起的渗透性、干燥收缩和膨胀。当按重量替代10%的水泥使用时,SBR粉使混凝土的工作性提高了90%,抗压强度提高了23%,抗折强度提高了9.4%。SBR粉(10%)改性使RCPT值降低了多达三分之一(67%),干燥收缩降低了53%,ASR降低了57%,硫酸盐反应降低了73%。因此,使用SBR粉可以充分改善混凝土的工作性、力学性能和耐久性,并生产出修复需求低的先进可持续混凝土。