模数对无机富锌涂料和涂层性能的影响

硅酸钾富锌涂料是目前广泛使用的钢铁防腐蚀涂料。作为涂料粘结剂的高模数硅酸钾溶液对涂料和涂层的性能有重要影响。本研究考察了硅酸钾粘结剂的模数变化对涂料及涂层性能产生的影响。实验结果表明：粘结剂模数的提高可以提高固化后涂层的耐水性能，当粘结剂模数在5.0左右时，所得富锌涂层具有最佳的耐磨性能，但当粘结剂模数超过5.5时会造成涂料施工性能和贮存稳定性下降，涂层柔韧性降低，从而降低涂层的耐磨性能。     

The effect of various slaked limes on the microstructure of a lime-cement-sand mortar

The present work aims to provide a better understanding of the effect of both the proportions and the characteristics of slaked lime on the microstructure of a lime-cement-sand mortar. Cement (CPA CEM I 52.5) has been replaced by various categories of slaked lime chosen for the diversity of their physico-chemical characteristics.Cement has been replaced by lime in proportions varying between 0 to 10% of the total binder mass. With very few exceptions, mortars were produced by maintaining the quantity of water constant.Experimental results show that it is necessary to have a high lime substitution percentage to influence the microstructure of the mortar, except in the case of a lime containing magnesium hydroxide or calcic lime featuring sizeable specific surface area.The influence of the nature of the substituted lime on the development of the microstructure in the matrix has been examined by SEM observations of the mortar micro porosity.     

Application of orthogonal collocations to some transport phenomena problems in co-axial cylinders and spheres

Collocation methods are developed for the solution of some differential equation models for transport phenomena problems in one-and two-dimensions in co-axial annuli of spherical and cylindrical shapes. General formulae are developed to obtain orthogonal polynomials over an arbitrary interval using two types of weighting functions. The convergence and accuracy of the methods are demonstrated using two test problems, i.e., calculation of effectiveness factors in (a) a spherical pellet with peripherally deposited catalyst and (b) a Raschig ring type cylindrical catalyst pellet. Comparisons of results obtained from the present methods with analytic solutions for the first-order reactions indicate good agreement. Numerical solutions are also obtained for the second-and the third-order reactions for which analytic solutions are not available. Results obtained in terms of a new Thiele modulus involving the ratio of volume of peripherally deposited part of catalyst to exterior surface area indicate that this normalization brings effectiveness factor versus Thiele modulus curves close together for co-axial spherical and long cylindrical pellets, as it does for these geometries without the inner co-axial portion.     

Synthesis and characterization of new functional poly(urethane‐imide) crosslinked networks

To synthesize new functional poly(urethane‐imide) crosslinked networks, soluble polyimide from 2,2′‐bis(3,4‐dicarboxyphenyl) hexafluoropropane dianhydride, 4,4′‐oxydianiline, and maleic anhydride and polyurethane prepolymer from polycaprolactone diol, tolylene 2,4‐diisocyanate and hydroxyl ethyl acrylate were prepared. Poly(urethane‐imide) thin films were finally prepared by the reaction between maleimide end‐capped soluble polyimide (PI) and acrylate end‐capped polyurethane (PU). The effect of polyurethane content on dielectric constant, residual stress, morphology, thermal property, and mechanical property was studied by FTIR, prism coupler, Thin Film Stress Analyzer (TFSA), XRD, TGA, DMTA, and Nano‐indentation. Dielectric constant of poly(urethane‐imide) thin films (2.39–2.45) was lower than that of pure polyimide (2.46). Especially, poly(urethane‐imide) thin films with 50% of PU showed lower dielectric constant than other poly(urethane‐imide) thin films did. Lower residual stress and slope in cooling curve were achieved in higher PU content. Compared to typical polyurethane, poly(urethane‐imide) thin films exhibited better thermal stability due to the presence of the imide groups. The glass transition temperature, modulus, and hardness decreased with increase in the flexible PU content even though elongation and thermal expansion coefficient increased. Finally, poly(urethane‐imide) thin films with low residual stress and dielectric constant, which are strongly affected by the morphological structure, chain mobility, and modulus, can be suggested to apply for electronic devices by variation of PU. © 2006 Wiley Periodicals, Inc. J Appl Polym Sci 100: 113–123, 2006     

低水泥刚玉浇注料的高温抗折强度研究

采用板状刚玉、电熔白刚玉、工业氧化铬微粉、α-Al2O3微粉、Secar71水泥、烧结尖晶石粉为原料,研究了水泥、α-Al2O3微粉、氧化铬微粉、尖晶石粉以及烧成温度对低水泥刚玉基浇注料高温抗折强度的影响。研究结果表明:烧成温度、水泥、尖晶石和α-Al2O3微粉对低水泥刚玉基浇注料的高温抗折强度影响较大。烧后膨胀越大,高温抗折强度越低;1700℃烧后试样的高温抗折强度高于1600℃烧后试样的高温抗折强度;控制加热永久线变化率,添加合适的水泥、α-Al2O3微粉和粒度细的尖晶石粉可以得到高温抗折强度高的试样。     

Mechanical and dynamic mechanical properties of jute fibers–Novolac–epoxy composite laminates

A study was done of jute composite using a polymer matrix of epoxidized Novolac resin (ENR), diglycidyl ether of bisphenol A (DGEBA)–based epoxy, and their blends with different weight percentages of the resins. It was found that on blending ENR with DGEBA, the storage modulii at room temperature are enhanced by about 100% or more in the case of 30 and 40% ENR‐containing matrices, whereas the enhancement in the case of 20 and 12% ENR‐containing matrices is only 50% that of the pure matrix. It was also observed that the tan δ peak heights of the composites containing 30 and 40% ENR are closer to that of 20% ENR‐containing composite. The probable explanation drawn on the basis of experimental findings of DMA and mechanical analysis is that by blending ENR with DGEBA epoxy it is possible to manufacture jute composites with increased stiffness without sacrificing their ductility. © 2002 Wiley Periodicals, Inc. J Appl Polym Sci 85: 2800–2807, 2002     

外力作用速度对PVC试样拉伸性能的影响

分析了PVC的拉伸过程,讨论了外力作用速度对PVC的影响.结果表明:PVC的拉伸屈服强度随外力作用速度的提高而提高,断裂伸长率却随之下降.     

月桂氮草酮研究进展

介绍了月桂氮草酮作为高效皮肤促渗剂的发展概况、合成工艺、研究进展及其应用前景。     

尺寸效应和约束条件对土基回弹模量的影响

室内承载板法是测定土基回弹模量的标准试验方法。尺寸效应和约束条件的影响使得室内测定的回弹模量往往与现场不符,不能直接用于公路结构设计。以红黏土为研究对象,采用室内试验和数值模拟的方法研究了试样的尺寸效应和约束条件对土基回弹模量的影响。结果表明:试样的尺寸效应(试样直径和高度)对回弹模量的影响较大,随着试样直径的增大回弹模量增大,随着试样高度的增大回弹模量减小;无侧限条件下测定的回弹模量乘以约束条件系数1.2即得有侧限条件下回弹模量值。研究成果为室内合理测定土基回弹模量值提供参考依据。     

等强条件下橡胶微粒混凝土抗压特性及弹性模量研究

掺加橡胶微粒可以明显改善混凝土的力学特性。采用橡胶微粒等体积取代细骨料的方法,通过不断调整配合比,反复试验配制出橡胶微粒体积掺量分别为0%、10%和15%的等强度(30 MPa)橡胶微粒混凝土,探讨橡胶微粒混凝土的抗压强度变化规律,以及在等强条件下不同橡胶微粒掺量对混凝土弹性模量的影响。结果表明:掺入橡胶后,混凝土的前期强度(3 d和7 d)发展较基准混凝土变缓,7 d以及14 d后强度出现较大幅度的增长,28 d后各个配比混凝土立方体抗压强度增幅不大;掺入一定量的橡胶后,混凝土的抗裂性能得到了一定程度的改善,橡胶微粒体积掺量越大,试件受压破坏后的完整性越好;掺入橡胶后,混凝土的弹性模量呈现出近乎线性的大幅下降趋势。