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The Influence of Complex Additive on Strength and Proper Deformations of Alkali-Activated Slag Cements

机译:复杂添加剂对碱活性炉渣水泥强度和适当变形的影响

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The peculiarity of alkali-activated slag cements (further, AASC's) is increased proper deformations, which can cause increased cracking and reduced durability of structure. The paper is devoted to manage AASC's proper deformations. The main task was to determine the composition of complex additives (further, CA's) in system ?ordinary portland cement (further, OPC) clinker - mineral compound of different anionic type - surfactant? in presence of sodium metasilicate (further, MS) to affect on hydrated AASC performance while ensuring effective structure of artificial stone by criterion of shrinkage deformations. Comparative analysis of hydrated cement systems "OPC clinker - MS", "OPC clinker - mineral compound - MS" and "OPC clinker - mineral compound - MS - surfactant" showed that the greatest effect on reduction of proper deformations occurs when the mineral compounds relate to electrolytes, i.e. Na_2SO_4 and NaNO_3. Hydrated system is characterized by expansion (+0,062 mm/m) in presence of Na_2SO_4. Almost no shrinkage is supplied by application of NaNO_3 (-0,062 mm/m). The obtained CA's were tested in AASC. CA in the system "OPC clinker - NaNO_3 - surfactant" provides the initial setting 43 min, the end - 65 min with accelerated strength. Investigated AASC can be classified as non-shrinking cement. This phenomena is ensured by increasing density, homogeneity and monolithicity of hydrosilicate formations, as well as due to formation of hydroaluminosilicate structures with different morphology by inclusion of nitrate anions.
机译:碱活化炉渣水泥的特殊性(进一步,AASC)增加了适当的变形,这可能导致裂缝增加和结构耐久性降低。本文致力于管理AASC的适当变形。主要任务是确定系统中复杂添加剂(进一步,CA)的组成吗?普通的波特兰水泥(进一步,OPC)熟料 - 不同阴离子型 - 表面活性剂的矿物化合物?在羟基硅酸钠(进一步,MS)存在下,以影响水合AACH性能,同时通过收缩变形的标准确保人造石的有效结构。水泥体系“OPC熟料 - MS”,“OPC熟料 - 矿物化合物 - MS”和“OPC熟料 - 矿物化合物 - MS - 表面活性剂”的比较分析表明,当矿物化合物相关时,发生了对减少适当变形的最大效果电解质,即Na_2SO_4和NANO_3。水合系统的特征在于Na_2SO_4存在下膨胀(+ 0.062mm / m)。纳米_3(-0,062mm / m)施加几乎没有收缩。获得的CA在AASC中进行了测试。系统中的CA“OPC熟料 - 纳米_3 - 表面活性剂”提供初始设置43分钟,最终 - 65分钟,加速强度。调查AASC可以被归类为非萎缩水泥。通过增加氢硅酸盐形成的密度,均匀性和单一性,以及由于包含硝酸根阴离子的不同形貌的形成水硅酸盐结构而确保了这种现象。

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