三乙醇胺对水泥流变性能和水化的影响

采用标准稠度用水量、凝结时间、流变性能、力学强度、XRD、SEM等手段,研究不同掺量的三乙醇胺对水泥流变性能和水化的影响.掺0.15％ TEA后,水泥10 min和30 min的塑性粘度、屈服应力均降低,增加了水泥浆体的流动性,延长了水泥的凝结时间.掺0.20％ TEA对水泥具有促凝作用,促进了水泥的水化,10 min和30 min的塑性粘度、屈服应力均增大,降低了水泥浆体的流动性.随TEA掺量增加,减少了水泥标准稠度用水量,促进了水化产物AFt的生成,提高了水泥净浆强度.     

煤矸石对硬化水泥浆体结构形成的影响

通过对硬化水泥浆体物理力学性能的检测,结合XRD和SEM分析,研究了不同掺量的煤矸石对硬化水泥浆体水化性能的影响。结果表明:随着煤矸石掺量的增加,水泥的标准稠度用水量增加,凝结时间缩短,抗压强度降低,熟料矿物的水化速率提高,水泥-煤矸石体系的水化速率降低。煤矸石掺量不同,水化模式亦不同。     

磨细钢渣对水泥水化性能的影响

采用XRD分析了掺入钢渣水泥的水化产物,并从标准稠度用水量、凝结时间、强度几方面论证了磨细钢渣对水泥水化性能的影响。结果表明:适度磨细的钢渣能减小水泥的标准稠度用水量,但过度磨细后会增加标准稠度用水量,凝结时间也有类似的结果;钢渣的最佳掺量为10%,此时28d强度达54.5MPa,物相主要为C2SH(C),AFt和Ca(OH)2,养护90d未见Aft向AFm转变。     

水泥增效剂对普通硅酸盐水泥性能的影响

本文研究水泥增效剂对硅酸盐水泥凝结时间、胶砂强度以及水化程度的影响,并利用XRD和SEM测试手段对水泥增效剂改性水泥的水化产物及硬化浆体的形貌进行了分析.实验结果表明:水泥增效剂的掺入,缩短了水泥浆体的凝结时间,提高了水泥胶砂的抗压强度及抗折强度,促进了硅酸盐水泥早期水化.XRD与SEM分析表明:水泥增效剂的掺入不仅提高了水泥的水化程度,增加了钙矾石的生成量,而且改善了水泥浆体的微观结构.     

硼酸对硫铝酸盐基复合胶凝材料性能的影响

本文研究了不同硼酸掺量下的硫铝酸盐基复合胶凝材料的标准稠度用水量和凝结时间及安定性,抗压、抗折强度变化规律,并利用XRD和SEM测试方法对复合胶凝材料的水化机理进行分析。结果表明：硼酸的掺入不影响胶凝材料的安定性,但使标准稠度用水量增加,且标准稠度用水量与硼酸掺量成反比;硼酸掺量越大,初、终凝时间延长越明显;当硼酸掺量为0.20%(质量分数)时,硫铝酸盐水泥占比高的试验组早期强度提高,且后期强度不倒缩;硼酸可使钙矾石的形态更粗壮。掺加硼酸可使复合材料的干缩率降低,质量变化率呈下降趋势。     

废弃混凝土磨细粉对水泥性能的影响

利用废弃混凝土制备全组分混凝土细粉,研究细粉对水泥标准稠度需水量、凝结时间、胶砂强度和化学结合水的影响,并采用XRD、TG-DSC等测试技术,研究其对水泥水化产物的影响.研究结果表明:细粉不影响水泥的标准稠度需水量,但缩短了水泥的凝结时间;低掺量下细粉对胶砂强度影响不大,但掺量超过10％时,胶砂强度随着掺量的增大不断降低;细粉的掺入虽然促进了浆体中水泥的水化,但却降低了浆体的总水化程度;细粉中的石灰石可以与水泥水化产物发生反应,生成单碳水化铝酸钙.     

铜渣-水泥复合胶凝材料力学性能研究

铜渣以5%、10%、15%的比例取代水泥制备铜渣-水泥复合胶凝材料.研究铜渣对水泥基胶凝材料标准稠度用水量、凝结时间、净浆抗压强度、胶砂抗折与抗压强度的影响,并利用XRD、TG/DSC和SEM-EDS技术手段分析掺入铜渣后水泥基胶凝材料物相和微观形貌的变化.研究结果表明:铜渣掺入会使水泥胶凝材料的标准稠度用水量增加,凝结时间延长,一定程度上提高水泥胶凝材料的抗折、抗压强度;铜渣-水泥胶凝材料的主要水化产物和水泥胶凝材料类似,并有Fe(OH)3/Fe(OH)2凝胶生成.铜渣-水泥复合胶凝材料微观结构较水泥胶凝材料密实.     

聚合氯化铝提升矿渣硅酸盐水泥性能及微观机理研究

为了探明聚合氯化铝对矿渣硅酸盐水泥性能影响的规律,同时揭示聚合氯化铝对矿渣硅酸盐水泥性能影响的机理,本研究运用XRD、TG-DSC分析及29 Si NMR技术对水泥水化过程及硬化后力学性能、体积稳定性、浆体微结构进行分析.结果表明:聚合氯化铝掺入矿渣硅酸盐水泥将增加其标准稠度用水量,减小流动度,减小砂浆收缩率;聚合氯化铝可以促进Ca(OH)2的分解,促进C-A-S-H凝胶的形成,促进矿渣的水化,提升硬化水泥浆体的致密度,进而提高强度.     

CSA水泥作为矿物外加剂对硅酸盐水泥性能及水化的影响

以三种不同粒度的硫铝酸盐水泥(CSA水泥)为矿物外加剂,研究了CSA水泥粒度、掺量对硅酸盐水泥(PC)物理性能、水化过程及水化产物性能的影响.研究表明:CSA水泥的掺量与粒度同时影响PC的凝结时间及标准稠度用水量;当CSA水泥掺量较低(1％)时,PC抗压强度有所提高;CSA水泥缩短PC水化诱导期,促进早期水化,降低C3S的水化速率,加快AFt向AFm转化;CSA水泥增加了早期水泥硬化浆体的孔隙率、累计孔体积及最可几孔径,但对后期硬化浆体的影响不大;而AFt与CH的形貌如短针状AFt及大尺寸六方板状CH不利于晶体的连生与结合,对强度的影响较大.     

纳米颗粒对新拌水泥浆体性能的影响

研究了单掺纳米SiO2、纳米粘土、纳米Al2O3、纳米CaCO3颗粒对新拌水泥浆体标准稠度用水量、凝结时间、流动性的影响。研究发现t纳米SiO2、纳米粘土、纳米Al2O3导致水泥浆体标准稠度用水量不同程度的增加,且纳米颗粒掺量越大标准稠度用水量越大;纳米颗粒使水泥浆体粘聚性增大,相同水胶比时掺入纳米颗粒使浆体流动性降低;纳米SiO2、纳米CaCO3、纳米Al2O3促进了水泥水化,使初凝和终凝时间提前,但纳米粘土表现出一定的缓凝作用。     

Studies of lagoon ash from Sarawak to assess the impact on the environment

Coal utilization, mainly in thermal power plants, has increased significantly from 4.2 to 13 million tonnes within 2000 to 2005, which resulted in the production of approximately 2 million tonnes of coal ash in Malaysia. Of this only a small percentage is used as a cement ingredient, in concrete industry, as a fill material, etc. and with the rest of the amount being disposed in ash ponds or lagoons. If the lagoons are not properly designed with a landfill liner or if there is spillage from the ash pond, the toxic heavy metal present in coal ash can result in the contamination of the subsurface soil and the ground water. The concentration of heavy metals or trace elements in coal residues depends on the composition of a particular parent coal and the bulk utilization of lagoon ash for various purposes requires a complete characterization of the ash. Hence, this paper analyzes the coal ash for its trace element content and characterizes mainly physical, chemical, mineralogical, morphological and thermal properties of the lagoon ash from a local coal based thermal power plant from Sarawak, Malaysia. The results also indicated that, the concentration of some trace elements is quite high from the environmental perspective in this particular lagoon ash.     

Basofil纤维性能研究

Basofil纤维是近年生产的三聚氰胺系列纤维中唯一的商品化纤维,该纤维阻燃性能高、热传导性低、热稳定性优良,是可以应用于耐焰领域的纤维。本文借助近代分析仪器,对纤维进行系统的热性能以及力学性能测定,为进一步生产加工奠定理论基础。     

The effect of the Zn/Sn ratio on the formation of single phase kesterite Cu2ZnSnS4 solar cell material

The effect of the Zn/Sn ratio in the solution on the properties of Cu₂ZnSnS₄ films prepared by sol-gel method has been investigated. As the Zn/Sn ratio in the solution increases to a certain value, a pure single phase kesterite CZTS is obtained and confirmed by XRD, XPS and Raman. Through controlling the Zn/Sn ratio in the solution, secondary phases such as SnO₂ can be avoided and an optimal condition for single phase kesterite CZTS can be achieved. Surface SEM images of the CZTS films are investigated and the optical band gap of the optimized CZTS film is found to be 1.23 eV.     

Analysis of the effect of the test rate on polymer essential work of fracture parameters for the small punch test

In recent decades, one of the non‐standard tests that has been consolidated as a viable alternative in those cases where there is not sufficient material to carry out standard tests is the small punch test. This test basically consists of deforming a miniature specimen using a high strength punch. It is possible for this miniature specimen to have an initial pre‐notch with the aim of improving the fracture behavior estimation of the material analyzed. Recently, to characterize the fracture properties of polymer sheets under plane stress conditions, there has been an attempt to establish the feasibility of applying the essential work of fracture (EWF) method in polymer pre‐notched miniature specimens. This article intends to go one step beyond and focuses on the test rate, which is an important aspect in the EWF application. Its effect on the EWF parameters in polymer pre‐notched miniature specimens has been analyzed and its correlation has been established with the results obtained from standard specimens. © 2016 Wiley Periodicals, Inc. J. Appl. Polym. Sci. 2016 , 133, 43314.     

Impact of compression molding conditions on the thermal and mechanical properties of polyethylene

Compression molding is a current technique in polymer processing. Despite numerous studies, effect of molding pressure on physical properties has surprisingly not been fully investigated. In this study, the thermal and mechanical behavior of the compression‐molded polyethylene were thus explored to better grasp the relationship between processing parameters and ensuing properties. The effect of the molding temperature, pressure, cooling rate, and temperature profile on the tensile and flexural moduli as well as melting point of polyethylene was studied. We conclude that higher tensile and flexural moduli are obtained by increasing pressure and molding temperature, as well as decreasing the cooling rate. Our results were corroborated by X‐ray diffraction and differential scanning calorimetry measurements. Moreover, the use of a temperature gradient with different temperatures for the upper and bottom plates of the mold leads to asymmetric samples whose tensile and flexural moduli are improved. © 2017 Wiley Periodicals, Inc. J. Appl. Polym. Sci. 2018 , 135, 46176.     

Influence of metakaolin on the properties of mortar and concrete: A review

Supplementary cementing materials (SCM) have become an integral part of high strength and high performance concrete mix design. These may be naturally occurring materials, industrial wastes, or byproducts or the ones requiring less energy to manufacture. Some of the commonly used supplementary cementing materials are fly ash, silica fume (SF), granulated blast furnace slag (GGBS), rice husk ash (RHA) and metakaolin (MK), etc. Metakaolin is obtained by the calcination of kaolinite. It is being used very commonly as pozzolanic material in mortar and concrete, and has exhibited considerable influence in enhancing the mechanical and durability properties of mortar and concrete. This paper presents an overview of the work carried out on the use of MK as partial replacement of cement in mortar and concrete. Properties reported in this paper are the fresh mortar/concrete properties, mechanical and durability properties.     

Effect of curing time on the physicomechanical characteristics of the hardened cement pastes containing limestone

The effect of curing time on the physico-mechanical properties of the hardened Portland cement pastes containing limestone was studied. Five cement-limestone blends were prepared using 0%, 5%, 10%, 15%, and 20% of limestone as a partial substituent of Portland cement. The cement pastes were prepared using the standard water of consistency of 0.255, 0.255, 0.258, 0.261, and 0.263, respectively. The fresh pastes, thus produced, were moulded into 2×2×2-cm cubes. The pastes were first cured within the moulds at 100% relative humidity for 24 h, then the specimens were demoulded and cured under tap water for 3, 7, 14, and 28 days. At each hydration age, the hardened pastes were tested for bulk density, compressive strength, differential scanning calorimetery (DSC), and X-ray diffraction analysis (XRD). The results obtained were related as much as possible to the mechanical properties of the hardened cement pastes. The inclusion of limestone results in a notable improvement of the mechanical properties of the cement pastes containing limestone.     

光学活性偶氮染料的光学机理探讨及应用进展

对功能性偶氮染料的光学特性作了机理探讨，分析了其原理、优点及不足；介绍了光学活性偶淡染料的发展状况以及在材料合成和改性方面的应用，指出了当前存在的问题及它的发展潜力。     

填充型NBR/EPDM导电复合材料的研究

研究了石墨/炭黑填充的NBR/EPDM导电复合材料力学性能、动态力学性能和压阻、温阻特性。结果表明,随NBR用量的减少,复合材料拉伸强度、撕裂强度和拉断伸长率均降低;与纯胶相比,填料在NBR/EPDM中分散性变差,复合材料Payne效应和损耗因子都增大。电阻率测试结果表明,NBR/EPDM并用胶电阻率明显低于纯胶;恒温下其电阻率随压力的增大先减小后增大;恒压下其电阻率随温度的升高而减小;NBR/EPDM并用比不同时,复合材料电阻率随压力、温度的变化趋势不尽相同。