Differences in indentation and wear behaviors between the two sides of thermally tempered soda lime silica glass

Thermal tempering is an industrial process widely used to make soda lime silica (SLS) glass panels stronger and tougher. During the tempering process, the upper and bottom sides of the glass may experience different cooling rates, and thus, their properties could be different. This study characterized changes in surface composition and subsurface glass network structures as well as indentation and wear resistance properties of the air- and tin-sides of 6-mm-thick SLS window panels faced toward the upper and sliding roller sides during thermal tempering. The results showed that although the chemical and structural differences detected with X-ray photoelectron spectroscopy and specular reflection infrared spectroscopy are subtle, there are large differences in nanoindentation behaviors and mechanochemical wear properties of the SLS glass surface. The findings of this study provide further insights into the performance difference between the air- and tin-sides of the SLS glass panel treated with thermal tempering.     

Multifunctional cementitious composites with integrated self-sensing and self-healing capacities using carbon black and slaked lime

This study aims to develop multifunctionality of cementitious composites with the integrated self-sensing and self-healing capacities by incorporating conductive carbon black (CB) with CB-encapsulated slaked lime (SL). The microsized SL particles were premixed with a half of designed content of nanosized CB particles. When CB agglomerations coat around the SL surfaces, SL does not hydrate until the CB coating is removed. Another half of designed weight of CB is uniformly dispersed using ultrasonication with superplasticizer and added to obtain piezoresistivity. The results show that the stress sensing capacity of CB-SL-cementitious composite performs well with the compressive stress. Autogenous healing performances presented significantly can improve the self-healing capacity with the increase of SL. Furthermore, the healing efficiency is affected by the crack width and dispersion of SL, and the smaller cracks with SL are more easily healed. The size of CB agglomerations decreases with the added SL, and the main product of self-healing is calcium carbonate.     

P2O5对炼钢炉渣中石灰溶解过程的影响

在1400℃下，将平均尺寸φ15 mm?10 mm的石灰块投入CaO?SiO2?FeO及CaO?SiO2?FeO?P2O5两组渣系中，研究了静态条件下石灰在两组渣系中的溶解行为。结果表明，两组渣系在反应界面周围形成四个区域，即基体渣层、C2S渗透层、铁酸钙渗透层和石灰层。渗透层为石灰中的Ca2+与液渣中的Fe2+相互渗透所形成的一个多相共存区域，存在致密固相层影响石灰的溶解。渗透层中的铁酸钙层逐渐被C2S层取代，C2S层厚度不断增加最终溶解于液相渣中。5~60 s两组渣系石灰溶解速度相近，60~80 s含磷渣系石灰溶解速度显著加快。当渣中加入P2O5时，磷会固溶于C2S中形成C2S?C3P固溶体层，该层的形成会排挤FeO进入渣中，提高渣的渗透能力，加速石灰溶解。     

铜硫分离中银的选择性导向回收

为了研究新型抑制剂在铜硫分离过程中对银浮选行为的影响, 采用石灰和LY作为硫抑制剂, 通过6种动力学模型, 分别考察了低碱和高碱环境下铜、银和铁的浮选回收率及动力学行为。结果表明, 6种动力学模型均可较好地拟合试验数据。石灰选择性较差, 在低碱性介质中对黄铁矿的抑制效果较弱, 在强碱性介质中不利于铜和银矿物的回收; 而LY在铜硫分离过程中表现出良好的选择性, 它可以在低碱和高碱环境下强烈抑制黄铁矿, 并在弱碱性矿浆中实现铜硫的高效分离, 同时诱导独立银矿物定向富集至铜精矿产品中。     

麦尔兹石灰窑悬挂缸耐火材料的技术改进

从结构和原材料分析华塑公司3座麦尔兹石灰窑悬挂缸浇注料脱落的原因,提出了技术改进方案,介绍了具体处理措施及改进后的效果。     

活性石灰回转窑内衬复合砖的研制与应用

针对活性石灰回转窑在运行中存在内衬砖使用寿命短、隔热效果不好导致炉壳过热的问题,开展了回转窑内衬耐火材料的研究。通过破损调查和配方试验,研制了耐高温工作层与保温层一体成型的复合结构预制砖,使回转窑内衬的使用寿命提高到2年以上,降低炉壳表面温度50℃以上。     

石灰乳投加的生产性试验

在水厂水处理生产期间,单独投加石灰乳或者生石灰药剂,然后收集生产试验过程中原水水质、出厂水和生产成本等生产数据,分析对比两种药剂在自来水工艺流程中的优点和不足之处。石灰乳投加和生石灰投加均能满足出厂水pH指标,生石灰原材料成本上占有优势,而石灰乳投加在工艺流程、工作环境卫生和工作强度方面占优。     

套筒石灰窑余热尾气利用方法探索

废气余热在石灰窑的生产工艺过程中由于受到技术的限制,一直无法做到回收利用,是一项重要的热能损失,是造成石灰窑热耗高的重要因素之一,怎样做到将此热能回收再利用是决定煅烧行业能否低碳、高效的运行,本文重点对此部分热能的回收再利用方式进行了探索,并对套筒窑尾气余热烘干炭材进行了介绍。     

石灰、粉煤灰改性对盐渍土吸附石油污染物行为的影响

有效调控污染物的运移是实现污染土工程再利用的前提。考虑石油污染盐渍土的特殊性及工程利用的力学需求,优选石灰和粉煤灰为改性材料,结合静态动态试验,研究石灰和粉煤灰对滨海盐渍土中石油污染物的吸附解吸行为的影响。结果表明:单独的石灰和粉煤灰,对石油污染物的吸附率分别为26%和14%,两者联合作用时,吸附率提高到39%,在盐渍土中加入石灰和粉煤灰可有效提高对石油污染物的吸附量,加快吸附稳定速率;盐渍土、石灰+盐渍土、粉煤灰+盐渍土、石灰+粉煤灰+盐渍土对石油的吸附动力学均符合Lagergren二级动力学非线性方程,联合作用可使吸附平衡时间由400min缩短至60min;石灰、粉煤灰有利于吸附赋存于土颗粒孔隙中未被盐渍土颗粒吸附的呈自由态的石油;盐渍土、石灰+盐渍土、粉煤灰+盐渍土、石灰+粉煤灰+盐渍土对石油污染物的吸附等温线均为非线性Freundlich模式;石油被解吸的能力依次为盐渍土粉煤灰+盐渍土石灰+盐渍土石灰+粉煤灰+盐渍土,石灰+粉煤灰对石油污染物的吸附以化学吸附为主,具有不可逆性,有助于缓解环境温度的影响,增强稳定性。     

灰土挤密桩在湿陷性黄土地基处理中的应用

结合工程实例 ,阐述了选用灰土挤密桩处理湿陷性黄土软弱地基的施工过程 ,介绍了灰土挤密桩的加固原理、施工工艺及质量检验 ,指出该工程造价低、工期短