灵寿高岭土原矿在水泥基材料中的应用研究

对河北灵寿县高岭土原矿进行表征分析,包括X射线衍射和热重差热分析,并将其在程序实验炉内煅烧,煅烧温度设为550、650、750和850℃,煅烧时间为1、2和3h以制得活性偏高岭土.利用强度活性指数测试法确定各偏高岭土试样的活性,并分析其作为水泥替代材料的潜力.结果表明煅烧至650℃、3h制得的偏高岭土活性最高,替代20％水泥的砂浆28 d抗压强度可达到纯水泥砂浆强度的90％.     

苯丙乳液改性砂浆的优化配比及其性能研究

针对工程渗漏、混凝土修补问题,研究了苯丙乳液对水泥砂浆的改性效果.结果表明:砂浆中加入苯丙乳液能够提高抗折强度、抗拉强度和粘结强度,分别提高最大为42.8%、61.8%和1.91 MPa;苯丙乳液对砂浆吸水率影响十分显著,乳液掺量越大,吸水率越小;苯丙乳液能够改善砂浆的抗冻性、抗渗性、抗碳化性、耐腐蚀性和收缩率;龄期42 d,改性砂浆的收缩量减少13.6%;改性砂浆的透水压力为2.4 MPa,提高0.9 MPa;改性砂浆的氯离子渗透高度减少13.6%,且乳液掺量越大,氯离子的渗透高度越小.     

偏高岭土活性的煅烧温度影响及测定方法研究

偏高岭土基地质聚合物在土木工程领域具有广泛的应用前景,其中偏高岭土的活性对生成的地质聚合物性能具有重要影响.评定偏高岭土活性的最直接方法是比较生成的偏高岭土基地质聚合物的抗压强度,但该方法周期较长,不利于实用.本文通过对高温煅烧后偏高岭土的DSC-TG分析、XRD分析和NMR分析,讨论了偏高岭土活性与其中活性氧化铝含量的相关性,探索了偏高岭土的高温活化机理和活性测定原理,提出了改进的滴定络合法和紫外分光光度计法并应用于偏高岭土活性测定,进而通过偏高岭土地聚物的力学性能试验予以验证.试验结果表明,煅烧温度对偏高岭土的活性有显著影响,随煅烧温度升高呈现先提高后降低的规律;滴定络合法和紫外分光光度计法可以测定铝的溶出率并且用于偏高岭土活性的快速测定.     

石墨烯改性苯丙-环氧防护涂层性能研究

以水性环氧乳液、高岭土、自制转锈剂、氧化石墨烯分散液为苯丙乳液的改性材料,采用物理共混法制备石墨烯改性苯丙-环氧乳液防护涂层,探讨了苯丙-环氧乳液配比、高岭土、转锈剂及氧化石墨烯分散液掺量对涂层粘结强度的影响,并考察了涂层拉伸性能及基本性能。结果表明,涂层粘结强度随水性环氧乳液质量比例增大逐渐提高,随高岭土、转锈剂、石墨烯分散液掺量的增加呈先增大后减小的趋势;当m_苯丙∶m_环氧=1∶2,高岭土、转锈剂、氧化石墨烯分散液掺量分别为10%,3%,0.2%时,涂层各项基本性能良好,且涂层电阻率远大于普通金属材料,防护效果优异。     

偏高岭土活性研究进展

偏高岭土作为一种火山灰材料,由于煅烧过程中消耗能源低、环境污染小,并且制成混合水泥可改善波特兰水泥的某些性能,如强度和耐久性等,是一种优异的水泥替代材料。近年来很多学者致力于研究偏高岭土的火山灰活性,本文概述了高岭土的最优煅烧温度和时间,影响活性的因素以及检测高岭土性能和偏高岭土活性的方法。前人研究表明高岭土最优煅烧温度和时间受矿物组成、结晶度以及高岭土含量等因素影响,其中高岭土结构的结晶度对其煅烧后活性影响最大。采用XRD、TG-DTA和IR等方法分析原矿性能,通过弗兰蒂尼测试、电导率测试和强度活性指数等方法测定偏高岭土活性,最为准确的方法是弗兰蒂尼和强度活性指数测试两种方法。     

碱当量对偏高岭土基地聚物砂浆早期收缩行为影响研究

研究了不同碱当量水玻璃溶液为碱激发剂的偏高岭土基地聚物砂浆的早期收缩和水化放热特性.结合孔隙溶液表面张力和砂浆内部相对湿度计算了地聚物砂浆的毛细管半径及毛细管应力,基于此讨论了地聚物砂浆早期收缩影响机制.结果 表明,新拌阶段收缩主要与偏高岭土颗粒形貌及所处的碱性环境有关,碱当量越高,偏高岭土颗粒吸水量越大,浆体收缩越大.地聚物砂浆凝结硬化阶段收缩主要与毛细管应力有关,高碱当量会导致偏高岭土溶解程度增大,砂浆相对湿度降低,孔隙溶液表面张力增大,从而细化砂浆内部毛细管半径,增大毛细管拉应力,导致收缩变大.     

水性无机建筑涂料热贮存稳定性的影响因素探讨

以胶体二氧化硅溶液和改性液态硅酸钾为主要无机成膜物质,苯丙乳液为有机改性剂、合成硅酸镁锂为增稠防沉剂、以金红石型钛白粉、煅烧高岭土、重质碳酸钙、滑石粉等为颜填料制备了一种性能优异、热贮存稳定性良好的水性无机建筑涂料,讨论了胶体二氧化硅和改性硅酸钾的种类、不同增稠剂、改性有机高聚物乳液、颜填料等对其热贮存稳定性的影响,并对涂层的施工性能,耐洗刷性能、耐水、耐碱性能等进行了评估。     

膨润土系列产品开发

浙江省磐安天开膨润土矿业有限公司是一家集膨润土 (高岭土 )原矿开采、加工、生产于一体的高科技公司。浙江省磐安天开膨润土矿业有限公司和中国科学院兰州化学物理研究所携手开发膨润土系列产品。主要产品有铸造用膨润土、钻井用膨润土、橡塑填料用膨润土、精制膨润土、高白膨润土、煅烧高岭土、系列有机高岭土、白碳黑、膨润土 /丁基橡胶复合材料、膨润土密封剂、隧道密封剂等。该公司常年与国内外一些知名院校及有关科研机构保持密切的合作 ,对高新产品具有强大的开发和科研能力。目前正在研制开发纳米膨润土、医药用膨润土、酒类用膨润…     

《中国涂料及原材料供应商》最新入编企业公告（十四）

常州优捷化工有限公司地址:江苏省常州市常澄路奉山庄西路砚瓦池80号产品:胶水增稠剂;石膏／水泥早硬早强剂;无醛胶缩合剂(交联剂);缔合型增稠剂;羟丙基／羟乙基纤维素醚;多功能成膜助剂;分散剂;消泡剂;低泡润湿剂;流变剂;有机硅流平剂;乳化香精;遮味剂;防霉杀菌剂;苯丙乳液;纯苯乳液;钛白粉;超细重质碳酸钙;煅烧高岭土等。     

可再乳化粉状树脂的制备与应用研究

通过考察合成的苯丙乳液对砂浆性能的影响,确定了乳液的最佳配比,同时把最佳配比乳液经喷雾干燥后制得的可再乳化粉状树脂进行了砂浆性能试验,并与进口粉状树脂进行了对比试验,发现自制粉状树脂已基本满足工程需要。     

外墙外保温系统用粘接砂浆研究进展

介绍了外墙外保温系统用粘接砂浆的性能要求,阐述了无机组分(如水泥、无机填料等)、聚合物添加剂(如可再分散乳胶粉、纤维素醚等)对粘接砂浆性能的影响。总结了目前粘接砂浆的研究成果和存在的主要问题(包括聚合物添加剂相互作用机制尚不明确、提高粘接性能与降低成本之间的矛盾、粘接强度检测方法不一致等)。     

硅烷偶联剂对复合水泥砂浆性能的影响

通过红外光谱分析及砂浆强度测试，研究了硅烷偶联剂对不同种类复合水泥砂浆的稠度、分层度、抗折强度及抗压强度的影响。结果表明，加入硅烷偶联剂能提高普通水泥砂浆、苯丙胶乳改性水泥砂浆的抗折强度和抗压强度；当硅烷偶联剂质量分数为0．5％时，普通水泥砂浆的抗折强度和抗压强度达到极大值，提高约10％；当硅烷偶联剂质量分数为1％时，苯丙胶乳改性水泥砂浆的抗折强度和抗压强度达到极大值，提高约20％；同时，硅烷偶联剂还能增大普通水泥砂浆和苯丙胶乳改性水泥砂浆的稠度，但砂浆的分层度略有增大。加入经硅烷偶联剂处理的钢纤维，能够提高普通水泥砂浆及苯丙胶乳改性水泥砂浆的抗折强度和抗压强度；当钢纤维用硅烷偶联剂质量分数为1％的硅烷偶联剂水溶液处理时，钢纤维增强砂浆的抗折、抗压强度达到极大值，提高10％以上。     

JNS-1改性氯丁胶乳水泥砂浆在碱厂的应用

介绍了JNS-1改性氯丁胶乳水泥砂浆的特性及其在碱厂防腐方面的实际应用，通过多年的实践证明JNS-1改性氯丁胶乳水泥砂浆在碱厂土建及设备防腐方面的性能优越，可以给使用者带来显著地经济效益。     

PVAc改性水泥砂浆耐化学腐蚀性能

采用聚醋酸乙烯酯(PVAc)乳液制备改性水泥砂浆,研究了PVAc改性砂浆经硫酸、硝酸、氢氧化钠、硫酸钠和汽油腐蚀后的强度残留比,并通过扫描电镜(SEM)观测了砂浆的微观形貌,采用X射线衍射仪(XRD)分析了经腐蚀后砂浆的物质组成.结果表明:水泥砂浆耐硫酸、硝酸腐蚀性能较差,但PVAc乳液可有效改善砂浆的耐酸腐蚀性能;PVAc乳液可一定程度改善水泥砂浆的耐硫酸盐酸腐蚀性能;高含量PVAc改性砂浆可应用于碱性环境;油污对普通水泥砂浆和聚合物水泥砂浆腐蚀效果均不明显;PVAc乳液胶膜可填充水泥砂浆的内部孔隙,有效阻塞了腐蚀介质进入,同时,PVAc胶膜具有弹性,可吸收膨胀应力,降低了膨胀破坏发生,从而改善砂浆的耐腐蚀性能.     

聚丙烯酸酯乳液在水泥砂浆中的应用

为了提高水泥砂浆的韧性,选用了能形成柔性薄膜结构的聚合物--聚丙烯酸酯乳液对水泥砂浆进行改性.研究了聚丙烯酸酯乳液对水泥砂浆体积密度、抗压强度、抗折强度、韧性、动弹模量和黏结抗拉强度的影响.结果表明:聚丙烯酸酯乳液在一定程度上降低了水泥砂浆体积密度和抗压强度,对抗折强度影响较小,改善了水泥砂浆的韧性,并且可提高黏结抗拉强度.当乳液掺量(质量分数)大于5%时,28 d混合养护聚丙烯酸酯乳液水泥砂浆的压折比降低到3以下,只有当乳液掺量大于10%时,水泥砂浆的黏结抗拉强度才明显提高.     

Effect of polymer cement modifiers on mechanical and physical properties of polymer-modified mortar using recycled artificial marble waste fine aggregate

Various polymer-modified mortars using recycled artificial marble waste fine aggregate (AMWFA) were prepared and investigated for the purpose of feasibility of recycling. Styrene–butadiene rubber (SBR) latex and polyacrylic ester (PAE) emulsion were employed as polymer modifier, and compared each other. The replacement ratio of AMWFA was also changed to investigate the effect of it on physical properties. Adding polymer cement modifier into mortar reduced water–cement ratio, and PAE was the more effective polymer cement modifier to reduce water–cement ratio than SBR. PAE emulsion-modified mortar increased the air content entrained as the proportion of PAE was increased. There was little difference in water absorption between SBR latex and PAE emulsion. The compressive strength decreased in the presence of polymer cement modifiers compared to that of no polymer cement modifiers, but the compressive strength of 20% of polymer–cement ratio was higher than that of 10%. After the hot water resistance test, both compressive strength and flexural strength were decreased.     

Influence of PP fiber and SBR latex on the mechanical properties of crumb rubber mortar

This article presents a new kind of rubber mortar modified by polypropylene fiber (PP fiber) and styrene‐butadiene rubber latex (SBR latex). The mechanical properties of this crumb rubber mortar were investigated in the research, including the compressive strength, flexural strength, flexural toughness, and flexural elasticity modulus. The test results showed that the flexural toughness index of the rubber mortar was seen to enhance by about 50–100% with the addition of PP fiber and SBR polymer latex. Due to the addition of PP fiber and SBR latex, the flexural elastic modulus of rubber mortar could further reduce by 4–27%. The three‐phase composite dispersion model of this rubber mortar was put forward. Furthermore, it was observed from scanning electron micrograph that the interfacial transition zone between the rubber particles and cement paste was enhanced by the SBR latex, and the interleaving of polymer films and rubber particles strengthen the flexibility and toughness of the mortar. © 2014 Wiley Periodicals, Inc. J. Appl. Polym. Sci. 2014 , 131, 40591.     

Influence of polymers on microstructure and adhesive strength of cementitious tile adhesive mortars

The impact of polymer modification on the physical properties of cementitious mortars is investigated using a multimethod approach. Special emphasis is put on the identification and quantification of different polymer components within the cementitious matrix. With respect to thin-bed applications, particularly tile adhesives, the spatial distributions of latex, cellulose ether (CE), polyvinyl alcohol (PVA), and cement hydration products can be quantified. It is shown that capillary forces and evaporation induce water fluxes in the interconnected part of the pore system, which transport CE, PVA, and cement ions to the mortar interfaces. In contrast, the distribution of latex remains homogeneous. In combination with results from qualitative experiments, the quantitative findings allow reconstruction of the evolution from fresh to hardened mortar, including polymer film formation, cement hydration, and water migration. The resulting microstructure and the failure modes can be correlated with the final adhesive strength of the tile adhesive. The results demonstrate that skinning prior to tile inlaying can strongly reduce wetting properties of the fresh mortar and lower final adhesive strength.     

Solid state NMR and LVSEM studies on the hardening of latex modified tile mortar systems

Construction mortars contain a broad variety of both inorganic and organic additives beside the cement powder. Here we present a study of tile mortar systems based on portland cement, quartz, methyl cellulose and different latex additives. As known, the methyl cellulose stabilizes the freshly prepared cement paste, the latex additive enhances final hydrophobicity, flexibility and adhesion. Measurements were performed by solid state nuclear magnetic resonance (NMR) and low voltage scanning electron microscopy (LVSEM) to probe the influence of the latex additives on the hydration, hardening and the final tile mortar properties. While solid state NMR enables monitoring of the bulk composition, scanning electron microscopy affords visualization of particles and textures with respect to their shape and the distribution of the different phases.

Within the alkaline cement paste, the poly(vinyl acetate) (VAc)-based latex dispersions stabilized by poly(vinyl alcohol) (PVA) were found to be relatively stable against hydrolysis. The influence of the combined organic additives methyl cellulose, poly(vinyl alcohol) and latexes stabilized by poly(vinyl alcohol) on the final silicate structure of the cement hydration products is small. But even small amounts of additives result in an increased ratio of ettringite to monosulfate within the final hydrated tile mortar as monitored by ²⁷Al NMR. The latex was found to be adsorbed to the inorganic surfaces, acting as glue to the inorganic components. For similar latex water interfaces built up by poly(vinyl alcohol), a variation in the latex polymer composition results in modified organic textures. In addition to the networks of the inorganic cement and of the latex, there is a weak network build up by thin polymer fibers, most probably originating from poly(vinyl alcohol). Besides the weak network, polymer fibers form well-ordered textures covering inorganic crystals such as portlandite.     

吐温⁃80对PB⁃g⁃PSG乳液改性水泥砂浆性能的影响及作用机理

以聚丁二烯（PB）接枝苯乙烯（St）和甲基丙烯酸环氧丙酯（GMA）为主要原料制备了水泥砂浆改性剂PB?g?PSG乳液,将吐温?80作为稳定剂加入至PB?g?PSG乳液,再将乳液与水泥、标准砂混合制备了改性水泥砂浆;通过扫描电子显微镜（SEM）、水泥胶砂流动度测定仪和激光粒度分析仪等仪器观察了改性水泥砂浆的微观形貌,并研究了吐温?80及PB?g?PSG乳液含量对改性水泥砂浆流动性、力学性能、保水率以及吸水性的影响,同时探讨了吐温?80对PB?g?PSG乳液的作用机理。结果表明,改性水泥砂浆的保水效果优异,保水率的最大值为99.3 %;改性水泥砂浆的吸水质量随吐温?80含量的增加先降后增;改性水泥砂浆的流动性增强,其抗压强度随PB?g?PSG乳液含量的增加而逐渐降低,且小于未改性的水泥砂浆,其抗折强度随PB?g?PSG乳液含量的增加先增后降,且基本高于未改性的水泥砂浆,当PB?g?PSG乳液含量为10 %（质量分数,下同）时,抗折强度最高,为9.52 MPa;PB?g?PSG乳液对水泥水化物具有黏合及桥接作用,二者能够形成互穿网络结构;吐温?80分子结构中的亲水基团能够将水吸附在PB?g?PSG乳液粒子的表面并形成一层很厚的水化层,使乳胶粒子之间被隔离而避免了凝聚的发生。