Binding materials of dehydrated phases of waste hardened cement paste and pozzolanic admixture

Fly ash (FA) and ground granulated blast-furnace slag (GGBFS) were added to improve the performances of regenerated binding materials (RBM) which refer to dehydrated phases with rebinding ability of waste hardened cement paste. Flowability tests, compressive strength tests, SEM, TG-DSC, and non-evaporable water content tests were employed to study the performances of the combined binding materials and the interactions between RBM, FA, and GGBFS. Results show that adding FA or GGBFS can improve the workability of RBM paste, and GGBFS has positive effects on strength of RBM. Pozzolanic reactions happen between RBM, FA, and GGBFS. And the activation effect of RBM to FA and GGBFS is superior to that of P.O grade-32.5 cement, especially at earlier ages, because of the high reactive f-CaO existing in RBM. On the advantages of the synergetic effects of RBM and pozzolanic admixtures such as FA and GGBFS, new combined binding materials can be prepared by blending them together. Funded by the National Science Foundation of China(No. 50508034)     

Strength of limestone-based non-calcined cement and its properties

A new type of cement was prepared with ground limestone powder, blastfurnace slag, steel slag and gypsum without calcination. The fraction of ground limestone powder in the cement was as high as 40 wt%–60 wt% without Portland clinker. All of its physical properties can meet the requirements of masonry cement standards. The impact of limestone content on physical properties of the cement and determined its impact on law was investigated. The steel slag can excit the aquation activity of this cement effectively, and the influence of its quantity on the strength of the materials was studied, which shows that the optimum quantity of mixing is 10%. By way of changing the different content of the lime stone by quartzy sample, the law of the compression strength and the PH value was determined, confirming that the lime stone can promote the early aquation of the slag and improve the early strength. The main hydration product of this cement is calcium aluminate hydrate, ettringite and calcium silicate hydrate, as indicated by XRD and SEM analysis.     

矿渣掺量对水泥性能的影响

采用矿渣与熟料分别粉磨再混合的方式,研究了不同掺量和不同细度的矿渣对水泥强度和凝结时间的影响,确定了水泥中矿渣的最佳掺量.     

以电炉还原渣重构转炉钢渣的组成与性能

掺加电炉还原渣重构转炉钢渣的组成和结构制备了高胶凝活性的钢渣。采用化学全分析、XRD、SEM等手段分析了钢渣重构前后的组成、水化产物形貌,并进行了力学性能试验。结果表明:重构钢渣矿物组成以活性硅酸二钙、硅酸三钙和七铝酸十二钙等胶凝矿物为主。当电炉还原渣掺量分别为10%和20%、煅烧温度分别为1 350℃和1 250℃时,重构钢渣水泥的活性指数分别为102.9%和104.0%。掺重构钢渣水泥28 d龄期水化产物与普通硅酸盐水泥的相似,但浆体结构更为致密。     

一种工业锅炉排渣热利用方案

针对大型供热链条锅炉排渣量大,排渣温度高,排渣无热利用措施,灰渣冷却水因汽化耗量大以及汽化蒸汽对锅炉房内的土建结构和设备腐蚀等问题,提出了一种工业锅炉排渣余热利用方案,介绍了该方案的系统构成,工作原理,分析了节能减排效果。     

改进的准正规溶液模型

基于亚正规溶液模型和准正规溶液模型组合得到改进的准正规溶液模型,将正规溶液模型的参数Ω表示为浓度和温度的函数,需要2个温度下组元活度的实验数据拟合出模型的3个参数.应用该模型计算了6个全浓度二元熔渣体系,平均相对误差在5%以下,与实验数据吻合;4个存在饱和浓度的二元熔渣体系,平均偏差较大,与实验数据吻合不好,但与正规溶液模型比较,计算结果较优.     

镁渣硅酸盐水泥的性能

用2种不同来源的镁渣作为水泥混合材配制镁渣硅酸盐水泥。研究了其标准稠度用水量、凝结时间、强度等基本性能,考察了镁渣对水泥干燥收缩的影响,并通过XRD、DSC/TG、SEM等微观手段研究了镁渣在水泥中的作用效应。结果表明：镁渣作为水泥的混合材具有一定的减水缓凝效果;镁渣掺量在10%～30%范围内时,水泥样品符合通用硅酸盐水泥42.5R级的标准,掺量为35%～40%符合32.5R型复合硅酸盐水泥的要求;镁渣掺量为30%～40%时对水泥砂浆的干燥收缩有抑制作用;镁渣与水泥熟料水化产物发生反应,使水泥浆体结构更加致密。     

多段螺旋溜槽在选别硫酸厂烧渣中的应用

硫酸厂排出的含铁５０％左右的烧渣，过去仅作为水泥的添加剂，价格低。利用多段螺旋溜槽经过一次选别，可以获得含铁品位大于５５％的铁精矿，供炼铁使用。回收率约５０％，精矿价格提高５～６倍，其分选尾矿仍然可以作水泥的添加剂。分选效果表明，多段螺旋溜槽与普通的螺旋溜槽相比，在品位相当的情况下，回收率提高５％左右。     

铜渣基化学键合陶瓷材料吸附Cr(VI)的性能及机理

以富含铁的铜渣（CS）为原料，在碱激发条件下制备了铜渣基化学键合陶瓷材料（CSCBC），对废水中的Cr(Ⅵ)进行吸附处理。考察了吸附剂添加量、Cr(Ⅵ)初始浓度及pH等因素对Cr(Ⅵ)吸附效果的影响，并通过吸附动力学和热力学分析，结合吸附前后吸附材料结构表征，对其吸附机理进行了探讨。结果表明，当Cr(Ⅵ)初始质量浓度为200 mg/L、pH=1、吸附剂投加量为0.4 g时，在240 min内达吸附平衡，Cr(Ⅵ)去除率可达93%以上，最大理论吸附容量25.3 mg/g。与生物炭基铁氧化物复合材料、FeS复合材料、铁掺杂吸附剂等同类型吸附剂相比，Cr(Ⅵ)吸附容量明显提高。CSCBC对Cr(Ⅵ)的吸附过程符合准一级动力学模型和Langmuir等温吸附模型。其吸附机制主要是还原、吸附等双重作用的结果。 6次吸附-解吸实验后，其吸附容量保持初次吸附容量的75%以上 。     

精炼镁渣制光卤石和硫酸镁工艺研究

介绍了从精炼镁渣中制取光卤石和硫酸镁的工艺过程是破碎制粉(粒径1—2mm)、稀H2SO4(浓度20％--30％)溶解、采用苦土粉中和过量酸，过滤除杂、中和、冷却、结晶工序。设计出制备工艺的最佳条件，并讨论了生产中的有关影响因素，最终生产出达标的合格产品。