以改性废旧聚苯乙烯塑料高效减水增强剂为基的早强型水泥高效减水剂的研究

以自己改性合成的改性聚苯乙烯塑料高效减水增强剂为基础 ,利用调配技术 ,与水泥早强剂、普通减水剂复配制备综合性能优良的早强型高效减水剂。研究了配方中各组分对水泥混凝土性能如早期强度、减水率和最终强度的影响     

影响改性聚苯乙烯废塑料高效水泥减水剂减水增强性能因素的研究

通过化学改性反应将废旧聚苯乙烯塑料改性成为可提高水泥混凝土流动性能和强度的高效水泥减水增强剂。研究了改性废旧聚苯乙烯塑料减水剂中离子含量、减水剂的添加量对水泥混凝土的减水率和水泥强度的影响     

2HN缓凝高效减水剂

<正>中科翔-2HN缓凝高效减水剂具有高效减水、缓凝、保坍和增强等功能。适合于各种混凝土结构施工。产品对水泥适应性强,掺量少,使用方便,特别适合于具有缓凝、保坍和高增强要求的商品混凝土工程。主要性能指标减水率20%～25%。对水泥适应性强,引     

聚羧酸系高效减水剂减水机理研究

重点叙述了聚羧酸高效减水剂的特点、研究和发展的状况,并就聚羧酸减水剂的减水机理、分子结构对减水率的影响、减水剂在水泥中的化学作用等因素进行了较详细的综述,分析了影响减水率的规律和可能的作用机理。     

甲基萘磺酸系高效减水剂合成研究

减水剂在建筑混凝土中应用广泛,其中萘系高效减水剂具有减水率高,对混凝土的强度不产生有害影响且成本低的优点,在市场上占80%,其它各种减水剂由于减水率低的缺点在市场上仅占20%。实验以甲基萘油为原料,经过磺化、水解、缩合、中和四步反应,合成减水率高达16.8%的甲基萘磺酸系高效减水剂,并对合成中滴加硫酸温度、磺化温度、水解加水量、甲基萘与甲醛的物质量比等的各种影响因素作了进一步的探讨。     

新型氨基磺酸系高效减水剂的制备及性能研究

以纯碱替代氢氧化钠,同时采用双氧水作氧化剂,成功研制了一种新型氨基磺酸系高效减水剂(HP)。红外光谱和核磁共振分析表明,HP分子结构中含有-COO-、-SO3-、-OH、-NH2等多种官能团,而多种功能基团的合理组合并与链结构相匹配是制备高性能HP高效减水剂的关键所在。该减水剂与目前市售萘系减水剂相比,具有掺量低、减水率大及混凝土坍落度损失小、抗压强度高等优良性能,且制备工艺简单。     

发酵法黄腐酸磺化产物减水性能的研究

以腐植酸（HA）类新技术产品－发酵法黄腐酸（BFA）的磺化（磺甲基化）产物为研究对象,就其物化特性和泡沫性能以及表面活性、水泥净浆流动度和减水率等一系列减水性能进行了较系统的考察和研究,并与常用减水剂木钙（木质磺酸钙）对比,提出发酵法黄腐酸应用于混凝土减水剂的可能性。文中还对BFA磺化（磺甲基化）产物的减水机理进行了探讨。     

聚羧酸共聚物侧链结构对水泥水化及硬化过程的影响

以聚乙二醇系列、丙烯酸、顺酐、丙烯酸羟乙酯为原料合成聚羧酸减水剂,讨论聚羧酸共聚物侧链长度对水泥分散性能和水化过程的影响,并测试掺加减水剂的混凝土性能.实验结果表明:通过调整聚羧酸共聚物中侧链链长的比例使其具有最佳的分散性.实验合成的聚羧酸共聚物聚乙二醇侧链为nPEG600∶nPEG400=1∶1时,分散效果最好,水泥浆体的流动度及分散力最佳,分别为289 mm和10.36.聚羧酸减水剂具有缓凝特性,能够显著延缓水泥水化及硬化过程,使水泥石的后期水化更充分、水化产物结构更紧密更有力量,各龄期混凝土抗压强度都有较大提高.在水泥中添加0.3%聚羧酸减水剂(PEG600∶400),32.5#水泥3 d,7 d和28 d的抗压强度分别提高了50.4%,40.8%,35.1%,42.5#水泥3 d,7 d,28 d的抗压强度分别提高了16.7%,31.0%和22.3%.     

改进型聚丙烯酸系高效减水剂的合成

根据分子结构设计原理,合成了一种改进型聚丙烯酸系高效减水剂(PC-C),对影响减水剂性能的几个关键因素进行了探讨,并用红外光谱表征了其分子结构。通过正交实验获得了最佳的合成参数:乙烯基磺酸钠(SVS):丙烯酸(AA):丙烯酸聚乙二醇单酯(PEA)=1.5:5:3,过硫酸铵(APS)用量为单体总质量的3%;同时研究了减水剂侧链和掺量对分散性能的影响。结果表明:采用甲氧基聚乙二醇(MPEG)作为接枝侧链合成减水剂的分散能力优于采用聚乙二醇(PEG)合成的减水剂;PC-C低掺量即可发挥高分散性能,分散保持性能随掺量的增加而得以提高。     

水泥混凝土中的高性能高分子界面活性剂

综述了高效减水剂、高效引气减水剂等添加剂型高性能高分子界面活性剂在水泥混凝土中的种类和应用研究进展,对水泥混凝土中的有机硅氟高分子表面活性剂也做了简要的概述。     

萘系减水剂混凝土钢筋的电化学腐蚀

腐蚀电位监测、线性极化和交流阻抗测试等方法研究混凝土中添加萘系减水剂对钢筋腐蚀行为的影响.发现添加萘系减水剂的混凝土,其电阻和极化电阻大幅增加,其中以添加0.2%萘系减水剂的增幅最明显.适量的萘系减水剂有利于改善混凝土的孔隙结构,增强混凝土的密实性和抗渗透性能,从而减缓混凝土的钢筋腐蚀.     

复合型改性木质素基钻井液用降粘剂的性能研究

以马尾松硫酸盐制浆黑液为原料,经化学改性制备复合型改性木质素基钻井液用降粘剂,并对其在钻井液中的降粘性能进行实验室评价。研究结果表明,该降粘剂既能发挥无机降粘剂良好的降粘作用,又具有木质素系降粘剂良好的抗温、抗盐效果,具有较好的协同作用。加入0.5%降粘剂的淡水基浆,降粘率可达96.7%。     

生态水泥

介绍了生态水泥的新概念,并对城市垃圾、污泥等废弃物的处理现状、生态水泥的生产工艺和国内外生态水泥的现状进行了论述.用城市垃圾和污泥来生产生态水泥拓宽了原材料来源,减少了天然资源的消耗,降低了水泥生产的成本,是一条很有前途的、有利于水泥工业可持续发展的途径.     

Hydration of Cement Slurry in The Presence of Spent Cracking Catalyst

The physicochemical properties of spent fluidized bed cracking catalyst and its influence on hydration process of cement slurry were studied. The samples were cement slurries prepared with water/solid=0.5 and additions of used catalyst amounted to 0, 5, 10, 15, 20 and 25%with resp. to the solid. After definite time they were subjected to thermogravimetric analysis (TG, DTG, DTA) and, in order to determine the progress of reaction with water, the heat of hydration was measured by means of isotherm calorimetry. The studies disclosed that the spent cracking catalyst is not merely an inactive filler in cement slurries, but it modifies the course of the hydration process. The spent catalyst is a pozzolana additive and its presence leads to a decrease of calcium hydroxide contents in the system. The spent catalyst affect on the heat of cement hydration. Small amounts additive accelerate the process of binding. This revised version was published online in August 2006 with corrections to the Cover Date.     

Differential Scanning Calorimetry A Useful Tool for Prediction of the Reactivity of Cement Raw Meal

DSC was used in order to evaluate the reactivity of cement raw meal. Two groups of samples were studied: five industrial raw meals for ordinary Portland cement production, with similar compositions, but differences in granulometry; and five industrial raw meals for white Portland cement production, with similar granulometric features, but different compositions. The burnability indices of the samples were correlated with certain data obtained from the DSC curves. It is concluded that the DSC curve data, and especially the temperature and enthalpy effect of belite formation, are strongly correlated with the burnability of the cement raw meal. The temperature of belite formation is affected by chemical and mineralogical factors, while the enthalpy effect is additionally affected by the fineness of the raw meal. This revised version was published online in July 2006 with corrections to the Cover Date.     

火焰原子吸收分光光度法测定水泥中的铁和锰的研究

对火焰原子吸收分光光度法定水泥中的铁和锰的方法进行了研究.结果表明,在选定的最佳仪器条件下,测定水泥中铁和锰的RSD分别为0.45％和2.68％,回收率分别为97.0％～99.0％和98.0％～102.0％,该法操作简单、测试快速、结果准确稳定.     

水泥混凝土聚合物外加剂研究进展

主要综述了水泥聚合物外加剂的发展进程和分类,并对混凝土外加剂的发展方向作了展望。     

Influence of Doping of NaNO3 on the Solid Phase Thermal Decomposition of Bitumen and Cement

The thermal stability of solidified NaNO₃ salts in bitumen and cement has been investigated for safety considerations in the field of solidification of radioactive waste. The thermal decomposition of bitumen and cement in presence of NaNO₃ in a temperature range 22–650°C has been studied. The fraction decomposed of the pure samples and mixtures showed slow linear reactions followed by acceleratory and decay stages. Data are analyzed according to both Freeman-Carroll and Coats-Redfern kinetics to evaluate the activation energy and the order of reactions of all mixtures. It is found that the activation energies of bitumen and cement were 594 and 203 kJ mol^-1, respectively. The order of reactions of bitumen and cement was 2 and 4, respectively. The addition of NaNO₃ shortens the duration of the induction period in all mixtures. It was concluded that solidification of radioactive waste containing NaNO3 in bitumen and cement should be applied in the temperature range 22–300°C. At temperature higher than300°C solidification should be in cement. This revised version was published online in August 2006 with corrections to the Cover Date.