粉煤灰承重砖的研制

研制了一种粉煤灰固化剂 ,进行了采用该固化剂试制粉煤灰承重砖的实验室试验 ,考察了影响粉煤灰承重砖性能的主要工艺参数 ,利用该固化剂胶结粉煤灰 ,并以自然煤矸石为骨料 ,可得到强度高于等级为 MU 15的固化砖。     

烧结粉煤灰轻质承重砖研究

研究了以粉煤灰为主要原料,石灰、石膏作掺合料,不掺粘土的烧结粉煤灰轻质承重砖的配制工艺、性能及影响性能的主要因素.结果表明:在不掺粘土的粉煤灰烧结砖中,粉煤灰最大用量可以达94%,砖的强度高于10 MPa,表观密度1 200 kg/m3～1 300 kg/m3,其它各性能均优于同等级的粘土砖.     

粉煤灰的综合利用—蒸养粉煤灰承重砖的研制

介绍了以粉煤灰为胶结材料,以石灰、石膏为激发剂,以煤渣为骨料,蒸养粉煤灰承重砖的试验方法和生产工艺.     

粉煤灰--矿渣砌筑砖的试验研究

矿渣及粉煤灰是钢铁生产中排渣量较大的两种工业废渣,而利用工业废渣生产砖,既有利于节约土地,做到不用粘土,又可使工业废渣得到大量应用,使其具有很好的社会效益.该研究为了使矿渣、粉煤灰砖产生更好的经济效益,试图在保证砖的各种性能的前提下,降低传统的养护温度,使砖的养护温度由95～100℃降至70～80℃.使矿渣、粉煤灰砖在社会效益和经济效益上都有所突破.     

玻化微珠轻细集料混凝土承重砖试验方案研究

本试验利用玻化微珠轻质、低价、导热系数低、理化性能稳定等优异性能,将玻化微珠作为轻细集料掺入混凝土砖中,采用正交试验方法,提出一种既能满足设计强度,又可同时降低混凝土砖容重及导热系数的试验方案,对提高建筑物节能具有重要意义。     

轻型漂珠保温砖的研制

粉煤灰漂珠作为一种新兴多功能材料,由于它具有轻质、绝热、耐酸碱、无毒、不燃烧、无臭味等特点,将之用作生产轻质保温材料首选材料,并探索出一条合理的生产工艺路线,为粉煤灰的综合利用开辟了一条新途径,对窑炉工业的发展将产生积极的推动作用;生产的轻型漂珠保温砖的耐火度为1100~1300℃,最佳使用温度为400~1150℃,导热系数为0.105~0.127W(m.K)。     

黄河淤泥承重烧结多孔砖的试验研究

对以黄河淤泥为主要原料掺入适量粉煤灰等外加剂的节能承重烧结多孔砖进行试验研究,其结果表明,该产品容重低、强度高、导热系数小、隔热、外观质量好,且工艺流程简单,易于控制,其主要性能指标符合GB13544-2000<烧结多孔砖>要求.因此黄河淤泥多孔砖代替实心粘土砖用于承重墙是完全可行的.     

CaO—Al2O3—SiO2—H2O系废渣砖研制

废渣已成公害．其出路在于生产建筑材料。本文利用尾矿、粉煤灰、碱渣等工业 废料通过掺配Ｃａ（ＯＨ）_２和外加剂，采用加压成型和蒸养工艺．研制出废渣砖．文 中还分析了ＣａＯ—Ａｌ_２Ｏ_３—ＳｉＯ_２—Ｈ_２Ｏ系废渣砖合成机理，以及影响其抗冻性的主要 因素。     

非承重粉煤灰空心砌块的推广

从市场和技术角度论述了粉煤灰空心砌块的推广优势，给出了几组试验配合比，并强调了推广粉煤灰空心砌块在环境保护方面的重要意义。     

粉煤灰掺入固化剂JNS-1的工程试验研究

为了改善粉煤灰的力学性能,采用镇江市三新建设科技公司研制的粉煤灰增强固化剂(JNS-1型)对粉煤灰进行了固化处理.对掺入不同比例JNS-1的固化粉煤灰的击实性、力学特性、水稳特性、抗冻性、耐久性等工程性质进行室内试验,结果表明:JNS-1固化粉煤灰具有良好的击实性,干密度小;其无侧限抗压强度随固化剂掺量的增加而增大,随龄期的增长而增大,且中后期强度增加比较明显,与CBR值呈近似线性关系;JNS-1固化粉煤灰具有较高的抗剪强度、良好的抗冻性和抗干湿循环能力;6%JNS-1固化剂的掺量可作为满足各路用性能的经济掺量.以上结论可为工程应用提供理论依据和参考建议.     

Enhanced strength in novel nanocomposites prepared by reinforcing graphene in red soil and fly ash bricks

Low-dimensional nanomaterials such as graphene can be used as a reinforcing agent in building materials to enhance the strength and durability. Common building materials burnt red soil bricks and fly ash bricks were reinforced with various amounts of graphene, and the effect of graphene on the strength of these newly developed nanocomposites was studied. The fly ash brick nanocomposite samples were cured as per their standard curing time, and the burnt red soil brick nanocomposite samples were merely dried in the sun instead of being subjected to the traditional heat treatment for days to achieve sufficient strength. The water absorption ability of the fly ash bricks was also discussed. The compressive strength of all of the graphene-reinforced nanocomposite samples was tested, along with that of some standard (without graphene) composite samples with the same dimensions, to evaluate the effects of the addition of various amounts of graphene on the compressive strength of the bricks.     

水泥土环境中粉煤灰的活性及激发途径

介绍了粉煤灰的活性组成与测定方法 ,描述了水泥—粉煤灰体系水化作用机理。在水泥土特定的物理与化学环境中 ,选出了一种复合型激发剂。并通过电镜、方能达谱等手段对OH- 腐蚀和截获Ca2 + 的理论观点及试验结果给予佐证和说明     

煤灰的环境效应研究

分别采用HCl、CaCl2、DTPA和EDTA四种浸提剂提取粉煤灰中Cr、Hg、Pd、Cd、As五种重金属污染元素,探讨温度、灰土比例及颗粒大小对浸提情况的影响,并通过正交实验方法,优化实验条件,并分析了4个产地粉煤灰中重金属浸提量。实验结果表明:浸提剂种类对重金属元素的浸提量影响最大,粉煤灰粒径影响最小;随着温度的升高,粉煤灰中重金属浸提量增加;粉煤灰以30%的比例与土壤混合时,重金属浸提量较大。当在最大浸提条件下,即40℃时,粉煤灰粒径在100~200目,以30%的比例与土壤混合,用DTPA浸提剂进行浸提,重金属(Cd不显著)浸提量超过100%土壤和100%粉煤灰,且浸出趋势与粉煤灰粉产地、种类关系不大。     

Preparation of fly ash and rice husk ash geopolymer

The geopolymer of fly ash (FA) and rice husk ash (RHA) was prepared. The burning temperature of rice husk, the RHA fineness and the ratio of FA to RHA were studied. The density and strength of the geopolymer mortars with RHA/FA mass ratios of 0/100, 20/80, 40/60, and 60/40 were tested. The geopolymers were activated with sodium hydroxide (NaOH), sodium silicate, and heat. It is revealed that the optimum burning temperature of RHA for making FA-RHA geopolymer is 690oC. The as-received FA and the ground RHA with 1%-5% retained on No.325 sieve are suitable source materials for making geopolymer, and the obtained compressive strengths are between 12.5-56.0 MPa and are dependent on the ratio of FA/RHA, the RHA fineness, and the ratio of sodium silicate to NaOH. Relatively high strength FA-RHA geopolymer mortars are obtained using a sodium silicate/NaOH mass ratio of 4.0, delay time before subjecting the samples to heat for 1 h, and heat curing at 60oC for 48 h.     

粗大粉煤灰在水泥中的应用

分析研究了粉煤灰的组成成分和颗粒细度，并在此基础上对粉煤灰的水化活性进行了试验研究，取得了可喜的进展。     

粉煤灰处理含氟废水的实验研究

对粉煤灰处理含氟废水的各种影响因素进行了研究。结果表明粉煤灰体系在最佳处理条件下：灰水比为1：20，pH值为3，搅拌时间为35min，可使含氟260mg／L的废水的除氟率达68．3％。用此法处理含氟废水工艺简单，操作方便，成本低廉。     

Factors affecting the shrinkage of fly ash geopolymers

The shrinkage of fly ash geopolymers was studied in the present study. Fly ash was used as the source material for making the geopolymers. The effects of the concentration of NaOH, sodium silicate-to-NaOH ratio, liquid-to-ash ratio, curing temperature, and curing time on shrinkage were investigated. The geopolymers were cured at 25, 40, and 60℃, respectively. The results indicate that the shrinkage of geopolymers is strongly dependent on curing temperature and liquid-to-ash ratio. The increase in shrinkage is associated with the low strength development of geopolymers. It is also found that NaOH concentration and sodium silicate-to-NaOH ratio also affect the shrinkage of geopolymers but to a lesser extent.     

大掺量粉煤灰混凝土的试验研究

采用普通原材料,通过正交试验,研究了粉煤灰掺量对混凝土强度的影响,并给出了大掺量粉煤灰混凝土优选配合比。试验结果表明:粉煤灰掺量不是影响混凝土强度的主要因素;采用32.5R普通硅酸盐水泥、粉煤灰和常规减水剂可以配制强度为60 M Pa混凝土,其粉煤灰掺量可达50%。     

粉煤灰全尾砂胶结充填料

实验选取了Ⅰ级和Ⅱ级两种粉煤灰,以石灰和脱硫石膏为激发剂制备的胶凝材料完全取代传统的胶结剂水泥,以胶砂比为1∶4,水胶比为1∶1左右制备的粉煤灰全尾砂充填料在45±1℃下养护3 d,强度可达5.432 MPa,在20±1℃下养护28 d强度可达3～7 MPa,满足一般矿山对充填料的要求.根据料浆质量分数和坍落度关系曲线,得到了该材料制备成的可泵送膏体质量分数范围为80.5%～83.0%.通过X射线衍射和扫描电镜分析,胶凝材料的水化产物主要为凝胶类物质、钙矾石和方解石.