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Characterization of the mechanical properties and microcosmic mechanism of Portland cement prepared with soda residue

机译:苏打渣制备硅酸盐水泥的力学性能及微观机理表征

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This work studies the feasibility of the application of soda residue (SR) to the preparation of cement. SR was added to the cement raw materials at 0, 5, 10, and 15 wt%, and four types of cements were synthesized. The free CaO and Cl- contents in the cement clinker, the flexural and compressive strengths, setting times, consistency, fineness, soundness, permeability coefficients, and freeze-thaw resistance of the produced cements were tested. Meanwhile, X-ray diffraction (XRD), thermogravimetric (TG) analysis, and scanning electron microscopy (SEM) were used to study the phases and hydration products of the clinkers and the cements, respectively. The results showed that SR addition could decrease the calcination temperature for clinker preparation. With increased SR content, the initial and final setting times of the produced cements clearly decreased, whereas their water demand and volume expansion continuously increased. When the SR addition was 5 wt%, the flexural and compressive strengths of the produced cement were 4.1 and 23.4 MPa at three days, and 7.5 and 53.1 MPa at 28 days, satisfying the requirements for a 52.5 grade cement. The XRD results demonstrated that the phases of clinkers prepared with SR were alinite, calcium chloroaluminate, and calcium chlorosilicate, as well as alite, belite, aluminate, and ferrite. The Cl- content analysis of clinkers revealed that although a mass of Cl- would be introduced into the cement raw mix due to the SR addition, its contents in all clinker samples was less than 0.06 wt%. Additionally, the XRD, TG, and SEM results showed that the petal-like Friedel's salt and layered calcium chloride silicate sulfate formed in the hydration products of cements prepared with SR, compared with that of ordinary Portland cement. Finally, the impermeability and freeze-thaw resistance of cement pastes were weakened due to the addition of SR. (C) 2020 Elsevier Ltd. All rights reserved.
机译:这项工作研究了将苏打渣(SR)应用于水泥制备的可行性。将SR以0、5、10和15wt%的量添加到水泥原料中,并且合成四种类型的水泥。测试了水泥熟料中游离的CaO和Cl-含量,抗弯强度和抗压强度,凝固时间,稠度,细度,稳固性,渗透系数和抗冻融性。同时,用X射线衍射(XRD),热重分析(TG)和扫描电子显微镜(SEM)分别研究了熟料和水泥的相和水合产物。结果表明,SR的加入可以降低熟料制备的煅烧温度。随着SR含量的增加,所生产的水泥的初始和最终凝固时间明显减少,而其需水量和体积膨胀却不断增加。当SR添加量为5wt%时,所生产的水泥的抗弯强度和抗压强度在三天时为4.1和23.4MPa,在28天时为7.5和53.1MPa,满足对52.5级水泥的要求。 XRD结果表明,用SR制备的熟料相分别为亚硅酸盐,氯铝酸钙和氯硅酸钙,以及阿利石,贝利特,铝酸盐和铁氧体。熟料的Cl含量分析表明,尽管由于加入SR而将大量的Cl-引入水泥生料中,但其在所有熟料样品中的含量均小于0.06 wt%。此外,XRD,TG和SEM结果表明,与普通硅酸盐水泥相比,在用SR制备的水泥水化产物中形成了花瓣状的弗雷德盐和层状氯化钙硅酸硫酸盐。最后,由于添加了SR,水泥浆的抗渗性和抗冻融性被削弱。 (C)2020 Elsevier Ltd.保留所有权利。

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