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Introductory Chapter: Properties and Applications of Cement- Based Materials 导论章:水泥基材料的性能与应用
Pub Date : 2018-10-10 DOI: 10.5772/INTECHOPEN.73784
H. M. Saleh, Rehab O. Abdel Rahman
Cement-based materials have been used to support human civilizations many decades ago. With the increasing advancement of human activities, these materials were modified to maintain their roles in our lives. The main function of cement is to act as hydraulic binder, which increases the bond between fragmented particles, so it can enable their use in different fields. The resulted material will have different physical and mechanical properties from the initial materials. These changed properties are attributed to the exothermic hydration reactions that are initiated upon mixing the binder with water. The liberated localized heat will lead irreversible rearrangement of water molecules within the framework microstructure [1–3]. Ordinary Portland Cement (OPC) is the most widely used cement. It is prepared by crushing, milling, and mixing calcium, iron, silica, alumina, and sulfate sources with certain amounts. Then, hydraulic cement is passed to the kiln to produce clinker, which is subsequently cooled and pulverized. Portland cement is categorized into eight subgroups according to the ASTM C150, namely normal (type I), moderate sulfate resistance (type II), high early strength (type III), low heat of hydration (type IV), high sulfate resistance (type V), normal, moderate sulfate resistance, and high early resistance with air entraining (types IA, IIA, IIIA), respectively [4]. There are four principal unhydrated phases present in all OPC types, namely tricalcium silicate (Ca3SiO5), dicalcium silicate (Ca2SiO4), tricalcium aluminate (Ca3Al2O5), and calcium aluminoferrite (Ca4AlnFe2-nO7). The formula of each of these minerals can be broken down into the basic calcium, silicon, aluminum, and iron oxides (Table 1). Cement chemists use abbreviated nomenclature based on oxides of various elements to indicate chemical formulae of relevant species, that is, C = CaO, S = SiO2, A = Al2O3, and F = Fe2O3. Hence, traditional cement nomenclature abbreviates each oxide as shown in Table 1 [1].
几十年前,水泥基材料就被用来支撑人类文明。随着人类活动的不断进步,这些材料被修改以保持它们在我们生活中的作用。水泥的主要作用是起到水力粘结剂的作用,增加了破碎颗粒之间的粘结,从而使其在不同的领域得到应用。生成的材料将具有与初始材料不同的物理和机械性能。这些变化的性质是由于粘合剂与水混合时引发的放热水化反应。释放出的局部热量会导致水分子在框架微观结构内发生不可逆的重排[1-3]。普通硅酸盐水泥(OPC)是应用最广泛的水泥。它是通过粉碎、碾磨和混合一定数量的钙、铁、二氧化硅、氧化铝和硫酸盐源而制成的。然后,液压水泥被送到窑中生产熟料,熟料随后被冷却和粉碎。根据ASTM C150将硅酸盐水泥分为8个亚类,分别是普通(I型)、中等抗硫酸盐性(II型)、高早期强度(III型)、低水化热(IV型)、高抗硫酸盐性(V型)、普通、中等抗硫酸盐性和高早期带空气阻力(IA、IIA、IIIA型)[4]。在所有OPC类型中存在四种主要的不水合相,即硅酸三钙(Ca3SiO5)、硅酸二钙(Ca2SiO4)、铝酸三钙(Ca3Al2O5)和铁铝酸钙(Ca4AlnFe2-nO7)。每种矿物的分子式都可以分解为基本的钙、硅、铝和铁氧化物(表1)。水泥化学家根据各种元素的氧化物使用缩写命名法来表示相关种类的化学式,即C = CaO, S = SiO2, A = Al2O3, F = Fe2O3。因此,传统水泥命名法对每种氧化物的缩写如表1所示[1]。
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引用次数: 7
Heat Integration in a Cement Production 水泥生产中的热集成
Pub Date : 2018-10-10 DOI: 10.5772/INTECHOPEN.75820
Stanislav Boldyryev
The cement industry sector is an energy- intensive industrial sector ; cement is the most widely used material for construction and modern infrastructure needs. The cement industry is one of the largest consumers of carbon-containing primary energy sources and one of the primary polluters of the environment. Energy consumption represents the largest part of the production cost for cement factories and has a significant influence on product prices. The potential of waste heat utilization of cement production was determined and a recovery potential accounting site wide in demand is defined by the process integration technique. The author has analyzed the energy consumption of a cement factory to obtain minimum energy needs of production and proposed the options to improve energy efficiency by the process integration approach. The authors conclude that the energy consumption of the cement factory can be reduced by 30%. The results help to the cement plant’s profitability and reduce environmental impact of the cement industry as well as sustainability. Given that it is realized in modern society that infrastructural projects lead to a higher level of economy and sustainability for countries, reducing the production cost in the cement industry is a very important problem.
水泥工业是能源密集型工业;水泥是建筑和现代基础设施需要的最广泛使用的材料。水泥工业是含碳初级能源的最大消费者之一,也是环境的主要污染者之一。能源消耗占水泥厂生产成本的最大部分,对产品价格有重大影响。通过过程集成技术确定了水泥生产余热利用潜力,并确定了需求范围内的回收潜力。分析了某水泥厂在实现生产能源需求最小化的前提下的能源消耗情况,提出了采用过程集成方法提高能源效率的方案。作者得出结论,水泥厂的能耗可降低30%。结果有助于水泥厂的盈利能力,减少水泥行业对环境的影响以及可持续发展。鉴于现代社会已经认识到基础设施项目可以提高国家的经济水平和可持续性,降低水泥行业的生产成本是一个非常重要的问题。
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引用次数: 2
Cement Microstructure: Fostering Photocatalysis 水泥微观结构:促进光催化
Pub Date : 2018-03-15 DOI: 10.5772/INTECHOPEN.74365
E. Cerro-Prada
The singularities and the qualities of the hydrated cement microstructure have been identified by researchers as enhancers to promote photocatalytic processes, mediated by titanium dioxide, to create environment-friendly cement. In this chapter, we intend to expose the microstructural characteristics of cement and those aspects that make it possible for the promotion of photocatalytic activity. Within the inherent complexity of the cement microstructure, we describe a framework of two key elements in the microstructure of this material that affects the promotion of TiO 2 photocatalysis, to offer a more comprehensive view of the physical-chemical processes involved. These elements are: the porosity and the nanostructure of the C-S-H. This framework is also a starting point for future studies that seek to improve the photocatalytic response of titanium dioxide inserted in the cement matrix, as well as to provide implications for the application of photocatalytic cement technology in the construction materials industry.
水化水泥微观结构的奇异性和质量已被研究人员确定为促进二氧化钛介导的光催化过程的增强剂,以制造环保型水泥。在本章中,我们打算揭示水泥的微观结构特征和那些可能促进光催化活性的方面。在水泥微观结构固有的复杂性中,我们描述了这种材料微观结构中影响tio2光催化促进的两个关键元素的框架,以提供所涉及的物理化学过程的更全面的观点。这些因素是:孔隙率和碳硫合金的纳米结构。该框架也是未来研究的起点,旨在改善水泥基质中二氧化钛的光催化反应,并为光催化水泥技术在建筑材料行业的应用提供启示。
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引用次数: 2
Tire-Derived Aggregate Cementitious Materials: A Review of Mechanical Properties 轮胎骨料胶凝材料:力学性能综述
Pub Date : 2018-02-25 DOI: 10.5772/INTECHOPEN.74313
F. M. Tehrani, Nathan M. Miller
This chapter presents an overview of tire-derived aggregate concrete, also known as rubberized concrete, a cementitious-based material with some or all of its mineral aggregates replaced with rubber particles. Typical source of rubber materials is scrap tire. Tire- derived aggregate concrete has practical applications as safety barriers, sound barriers, and architectural features among others. General observed trends include a decrease in compression strength, a decrease in flexural strength, and an increase in energy absorption and damping capacities with an increase of rubber content. These characteristics are modifiable by application of lightweight aggregates, fiber-reinforcement, admixtures, and other common techniques. The chapter also includes discussions on handling, design, and analysis of tire-derived aggregate concrete.
本章概述了轮胎衍生骨料混凝土,也称为橡胶混凝土,是一种胶结性材料,其部分或全部矿物骨料被橡胶颗粒取代。橡胶材料的典型来源是废轮胎。轮胎衍生的骨料混凝土在安全屏障、隔音屏障和建筑特征等方面具有实际应用。一般观察到的趋势包括压缩强度降低,弯曲强度降低,能量吸收和阻尼能力随着橡胶含量的增加而增加。这些特性可以通过应用轻质骨料、纤维增强、外加剂和其他常用技术来改变。本章还包括处理,设计和分析轮胎衍生骨料混凝土的讨论。
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引用次数: 6
Volume 7 Contents 第七卷目录
Pub Date : 1998-10-01 DOI: 10.1016/S1065-7355(98)80005-9
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引用次数: 0
Processing/property/structure interactions in a calcium aluminate-phenol resin composite 铝酸钙-苯酚树脂复合材料的工艺/性能/结构相互作用
Pub Date : 1998-10-01 DOI: 10.1016/S1065-7355(98)00011-X
J.A. Walberer, A.J. McHugh

Relationships among mixing conditions, extensional viscosities of the formed paste, and the morphology and flexural strength of hardened composites have been studied for a calcium aluminate cement-phenol resin composite. Mixing torque was monitored as a function of temperature and resin pH. The behavior of the torque time curves as well as 13C nuclear magnetic resonance and differential scanning calorimetry measurements suggest that paste formation is characterized by an induction period of flat torque, corresponding to dissolution of cement ions followed by a styffening period of rapid torque rise, corresponding to an ionic interaction between the resin and cement particles. The viscoelastic nature of the paste was studied using a biaxial squeeze flow device. The steady biaxial extensional viscosity trends with extension rate are consistent with the formation of an increasingly cross-linked bulk organic phase in the paste. Flexural strengths of hardened material processed under varying degrees of resin pH suggest that an optimal structure forms when the resin is allowed to simultaneously polymerize and ionically interact with cement particles. This conclusion is supported by evidence of scanning electron microscopy, which shows structure formation for a given cut of missing conditions.

研究了铝酸钙水泥-酚醛树脂复合材料的搅拌条件、形成膏体的拉伸粘度与硬化复合材料的形态和抗弯强度之间的关系。混合扭矩作为温度和树脂ph的函数进行监测。扭矩时间曲线的行为以及13C核磁共振和差示扫描量热测量表明,膏体形成的特征是一个扭矩水平的诱导期,对应于水泥离子的溶解,然后是一个扭矩快速上升的凝固期,对应于树脂和水泥颗粒之间的离子相互作用。采用双轴挤压流动装置对膏体的粘弹性进行了研究。稳定的双轴拉伸粘度随拉伸速率的变化趋势与膏体中逐渐交联的块状有机相的形成一致。在不同树脂pH值下加工的硬化材料的弯曲强度表明,当树脂被允许同时聚合并与水泥颗粒离子相互作用时,形成最佳结构。这一结论得到了扫描电子显微镜证据的支持,扫描电子显微镜显示了给定切割缺失条件下的结构形成。
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引用次数: 12
Volume 8 Contents 第八卷目录
Pub Date : 1998-10-01 DOI: 10.1016/S1065-7355(98)80006-0
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引用次数: 0
Subject index to volume 8 第8卷主题索引
Pub Date : 1998-10-01 DOI: 10.1016/S1065-7355(98)80004-7
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引用次数: 0
Exchange rates of ethanol with water in water-saturated cement pastes probed by NMR 用核磁共振探测水饱和水泥浆中乙醇与水的交换速率
Pub Date : 1998-10-01 DOI: 10.1016/S1065-7355(98)00013-3
Hans C. Gran , Eddy W. Hansen

Diffusion of ethanol into water-saturated white cement pastes has been investigated by carbon and proton nuclear magnetic resonance (NMR). The diffusion of ethanol was shown to be Fickian, assuming one-dimensional diffusion under perfect sink boundary conditions. Derived diffusion coefficients were found to increase with increasing water/cement (w/c) ratio from (2.7 ± 0.5) 10−8 cm2/s at w/c = 0.30 to (59 ± 5) 10−8 cm2/s at w/c = 1.0. At the end of the exchange process, only a fraction of the total volume of water is exchanged with ethanol, varying from 60% for samples containing mainly micro- and mesopores to about 80% for samples where additional capillary pores are present. Time needed to reach 90% and 95% exchange of the total intrudable amount of ethanol in cylindrical samples with diameter of 5.5 mm varied from 1 day to nearly 3 weeks. This has importance for exchange in larger samples with typical diameters of 10 mm or more (as used in mercury intrusion porosimetry), which may require on the order of months for 90% exchange to take place. The mole fraction of ethanol and water in the pore system was determined from sampled carbon and proton NMR spectra vs. exchange time by comparing H2O-saturated and D2O-saturated samples. At the end of the exchange process, water was found to occupy the remaining volume not accessible to ethanol. In the tested w/c ratio range, the water content in all samples is below the value where damage to the pore structure normally occurs due to internal tension when exposed to drying. An empirical relationship between chemical shift of the CH3CH2OH/H2O peak and mole fraction of ethanol is derived, enabling the mole fraction of ethanol from the NMR peak to be estimated.

采用碳质子核磁共振(NMR)研究了乙醇在水饱和白水泥体中的扩散。在理想汇边界条件下,假设一维扩散,乙醇的扩散是菲克式的。推导出的扩散系数随着水灰比(w/c)的增加而增加,从w/c = 0.30时的(2.7±0.5)10−8 cm2/s到w/c = 1.0时的(59±5)10−8 cm2/s。在交换过程的最后,只有一小部分水与乙醇交换,从主要含有微孔和中孔的样品的60%到存在额外毛细孔的样品的80%不等。在直径为5.5 mm的圆柱形样品中,达到总可侵入量90%和95%的交换所需时间从1天到近3周不等。这对于典型直径为10毫米或更大的较大样品的交换(如汞侵入孔隙法中使用的)具有重要意义,这可能需要大约几个月的时间才能进行90%的交换。通过比较h2o饱和和d20饱和样品的碳、质子核磁共振光谱和交换时间,确定了孔系统中乙醇和水的摩尔分数。在交换过程结束时,发现水占据了乙醇无法接近的剩余体积。在测试的w/c比范围内,所有样品的含水量都低于干燥时由于内部张力而导致孔隙结构破坏的正常值。导出了CH3CH2OH/H2O峰的化学位移与乙醇的摩尔分数之间的经验关系,从而可以估计出从核磁共振峰中得到的乙醇的摩尔分数。
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引用次数: 15
Relationship between differences in silica fume additives and fine-scale microstructural evolution in cement based materials 硅灰添加剂的差异与水泥基材料细尺度微观结构演变的关系
Pub Date : 1998-10-01 DOI: 10.1016/S1065-7355(98)00015-7
Andrew J. Allen , Richard A. Livingston

The effects on the microstructural development of adding silica fume to cements and concretes during cement hydration have been studied using small-angle neutron scattering and ultrasmall-angle X-ray scattering. A previously developed fractal based microstructural model has been applied to extract representative microstructural parameters from the small-angle scattering data. A link has been established between the existence of coarse or agglomerated particles in the silica fume particle size distribution and possible deleterious microstructural evolution during cement hydration.

利用小角中子散射和超小角x射线散射研究了水泥水化过程中硅灰对水泥和混凝土微结构发育的影响。应用先前建立的基于分形的微结构模型,从小角散射数据中提取具有代表性的微结构参数。在水泥水化过程中,硅灰粒径分布中存在粗颗粒或结块颗粒与可能发生的有害微观结构演化之间建立了联系。
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引用次数: 48
期刊
Advanced Cement Based Materials
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