首页> 外文期刊>Thermochimica Acta: An International Journal Concerned with the Broader Aspects of Thermochemistry and Its Applications to Chemical Problems >Quantification of hydrated cement products of blended cements in low and medium strength concrete using TG and DTA technique
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Quantification of hydrated cement products of blended cements in low and medium strength concrete using TG and DTA technique

机译:使用TG和DTA技术定量分析中低强度混凝土中混合水泥的水合水泥产品

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摘要

Pozzolanic reaction of blended cements cause pore refinement of microstructure of concrete and reduces the permeability. Different factors can influence the extent of reaction in concrete, such as type of cement, water-cement ratio, cement content, hydration time and type and replacement level of mineral admixture. Among them, the hydration time is the most important factor on the stability and the transformation of hydrated phases. In the present study using thermogravimetric analysis TG/DTA). the extent of pozzolanic reaction of two blended cements such as Portland pozzolana cement (PPC), Portland slag cement (PSC) has been studied in low (20 MPa) and medium strength concrete (30 and 40 MPa). Three hydration times namely 28, 90 and 365 days were studied. Ca(OH)(2) and other calcium hydrates content were estimated. The study reveals that in addition to hydration time, cement content and water-cement ratio in proportioning the concrete mixes also play an important role in determining the pozzolanic reaction. Reduction in calcium hydroxide, Ca(OH)(2), content in PPC and PSC concrete confirms the occurrence of pozzolanic reaction. In 20 MPa concrete which is having low cement content has maximum calcium hydrate content than 30 and 40 MPa concrete. This is because of its permeable pore structure which facilitates more pozzolanic reaction to occur whereas in the case of 30 and 40 MPa concrete, the higher cement content and more dense pore structure restrict further reaction to proceed and thus reduce the formation of calcium hydrates in the pore structure. The water permeability studies at three curing periods viz. 7, 28, and 90 days also reveals that, in PPC and PSC concrete, the co-efficient of water absorption is less than OPC concrete in all the concretes studied and thus confirms that the reduced permeability of PPC and PSC concretes is mainly because of densification of pore structure by forming additional calcium hydrates. (C) 2003 Elsevier B.V. All rights reserved. [References: 29]
机译:混合水泥的火山灰反应引起混凝土微观结构的细化,并降低了渗透性。水泥的类型,水灰比,水泥的含量,水合时间以及矿物掺合料的类型和替代水平等不同因素会影响混凝土的反应程度。其中,水合时间是影响水合相稳定性和转变的最重要因素。在本研究中使用热重分析TG / DTA)。在低(20 MPa)和中强度混凝土(30和40 MPa)中,研究了两种混合水泥(例如波特兰火山灰水泥(PPC),波特兰矿渣水泥(PSC))的火山灰反应程度。研究了三个水合时间,即28、90和365天。估计Ca(OH)(2)和其他水合钙的含量。研究表明,除了水合时间外,水泥含量和水灰比在混凝土配合比中的比例也对确定火山灰反应起着重要作用。 PPC和PSC混凝土中氢氧化钙,Ca(OH)(2)含量的减少证实了火山灰反应的发生。在水泥含量低的20 MPa混凝土中,水合钙的最大含量比30和40 MPa混凝土高。这是因为其可渗透的孔结构有助于发生更多的火山灰反应,而在30和40 MPa混凝土的情况下,较高的水泥含量和更致密的孔结构限制了进一步的反应进行,从而减少了水泥中水合钙的形成。孔结构。在三个固化阶段的透水性研究即。 7、28和90天还显示,在所有研究的混凝土中,PPC和PSC混凝土的吸水系数均小于OPC混凝土,因此证实PPC和PSC混凝土的渗透率降低主要是由于通过形成额外的水合钙使孔结构致密化。 (C)2003 Elsevier B.V.保留所有权利。 [参考:29]

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