Sojobi A O, Awolusi T F, Aina G B, Oke O L, Oladokun M, Oguntayo D O
Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong.
Department of Architecture and Civil Engineering, City University of Hong Kong, Kowloon, Hong Kong, China.
Heliyon. 2021 Jun 7;7(6):e07227. doi: 10.1016/j.heliyon.2021.e07227. eCollection 2021 Jun.
Hollow sandcrete blocks constitute more than 90% of residential building construction in developing countries especially in West Africa. Over-reliance on dredged river sands and conventional ordinary Portland cement (OPC) contributes to environmental degradation and post-construction problems such as swelling and shrinkage-induced cracks prevalent in construction projects. The study investigates potential utilization of locally available materials such as laterite, calcite and calcined clay as ternary and quaternary blends to replace cement and quarry dust as 100% replacement of river sand with the aid of Taguchi-Response surface methodology approach. Optimum ternary blend of 24% calcined clay +1% calcite +75% OPC is recommended to achieve volume stability, higher compressive strength and higher flexural load capacity. Alternatively, ternary blends of 24% calcite +4% calcined clay +72% OPC can also be utilized. The improved mechanical properties were attributed to the Na- and Ca-rich aluminosilicates provided by the blended cements. Successful utilization of ternary and quaternary blended cements to produce stronger, durable and eco-friendly sandcrete blocks depends on utilization of high binder-to-aggregate ratio, optimal combination of the constituents, appropriate water-cement ratio and curing/production method. Partial and 100% replacement of river sand with granite dust is possible and contributes to reduction of environmental problems caused by river dredging as well as cleaner, ecofriendly construction. Ternary and quaternary blended cements is recommended to avert post-construction problems such as swelling and shrinkage-induced cracks prevalent in construction projects.
空心砂混凝土砌块在发展中国家,尤其是西非的住宅建筑施工中占比超过90%。过度依赖疏浚河砂和传统的普通硅酸盐水泥(OPC)会导致环境退化以及施工后出现诸如膨胀和收缩引起的裂缝等问题,这些问题在建筑项目中很普遍。该研究借助田口-响应面法,调查了利用诸如红土、方解石和煅烧粘土等当地可用材料作为三元和四元混合材来替代水泥和采石场粉尘,以100%替代河砂的潜力。建议采用24%煅烧粘土 + 1%方解石 + 75% OPC的最佳三元混合材,以实现体积稳定性、更高的抗压强度和更高的抗弯承载能力。另外,也可采用24%方解石 + 4%煅烧粘土 + 72% OPC的三元混合材。力学性能的改善归因于混合水泥提供的富含钠和钙的铝硅酸盐。成功利用三元和四元混合水泥生产出更强、更耐用且环保的砂混凝土砌块,取决于高胶凝材料与骨料比的利用、成分的最佳组合、合适的水灰比以及养护/生产方法。用花岗岩粉尘部分或100%替代河砂是可行的,这有助于减少河道疏浚造成的环境问题,以及实现更清洁、环保的建筑。建议使用三元和四元混合水泥,以避免建筑项目中普遍存在的诸如膨胀和收缩引起的裂缝等施工后问题。