丙烯酸酯乳液的改性研究

制备了丙烯酸酯乳液,探讨了丙烯酸、N-羟甲基丙烯酰胺、二乙烯基苯、丙烯腈和三聚氰胺等不同改性剂对乳液性能的影响,在此基础上通过互穿网络聚合、化学共聚及物理共混等方法对乳液的性能进行了改性研究。     

微发泡木塑复合材料的研究进展

针对PE／木纤维、PVC／木纤维、PP／木纤维、PS／木纤维四种微发泡木塑复合材料体系，介绍了国内外在性能改进及工艺设备方面取得的一些进展。分析了目前该领域的现状及今后的发展方向，并展望了微发泡木塑复合材料未来的应用领域及市场前景。     

基于光载无线交换的数据传输系统

根据智能农业这一未来农业的发展方向的要求,结合光载无线交换技术的原理及特点,提出的一种新型的基于光载无线通信(ROF)技术的数据传输系统。它不仅具有ROF大容量、低成本、可重构的特点外,还结合数字光纤、以太网技术和无线局域网技术,可以安全可靠地将数据采集层的数据传输给业务层。     

低温超韧聚苯乙烯的配方研究

以高抗冲聚苯乙烯(HIPS)为基体树脂,采用双螺杆挤出机研究了不同抗冲击改性剂类苯乙烯弹性体、丙烯腈-丁二烯-苯乙烯共聚物(ABS)高胶粉、聚烯烃弹性体(POE)、丁苯弹性体、苯乙烯-丁二烯-苯乙烯弹性体(SBS)和苯乙烯-乙烯／丁二烯-苯乙烯共聚物(SEBS)对HIPS的增韧效果。结果表明,SBS和SEBS对HIPS具有最好的增韧效果,当SBS含量达到40.0份时,能使HIPS体系的常温简支梁缺口冲击强度达到42.1kJ／m~2,-40℃低温冲击强度可达25.3kJ／m~2,具有优异的低温韧性和优良的综合性能。     

Enhanced thermal stability of poly(lactide)s in the melt by enantiomeric polymer blending

Poly(l-lactide) (i.e. poly(l-lactic acid) (PLLA)) and poly(d-lactide) (i.e. poly(d-lactic acid) (PDLA)) and their equimolar enantiomeric blend (PLLA/PDLA) films were prepared and the effects of enantiomeric polymer blending on the thermal stability and degradation of the films were investigated isothermally and non-isothermally under nitrogen gas using thermogravimetry (TG). The enantiomeric polymer blending was found to successfully enhance the thermal stability of the PLLA/PDLA film compared with those of the pure PLLA and PDLA films. The activation energies for thermal degradation (ΔE_td) were evaluated at different weight loss values from TG data using the procedure recommended by MacCallum et al. The ΔE_td values of the PLLA/PDLA, PLLA, and PDLA films were in the range of 205-297, 77-132, and 155-242 kJ mol⁻¹ when they were evaluated at weight loss values of 25-90% and the ΔE_td value of the PLLA/PDLA film was higher by 82-110 kJ mol⁻¹ than the averaged ΔE_td value of the PLLA and PDLA films. The mechanism for the enhanced thermal stability of the PLLA/PDLA film is discussed.     

Cement-based materials for stress sensing by dielectric measurement

The self-sensing of stress by measurement of the relative dielectric constant (κ) has been shown in cement pastes containing steel fibers of 8 μm diameter and carbon filaments of 0.1 μm diameter. The κ value increases nonlinearly and quite reversibly with compressive stress up to 6.4 MPa, although the reversibility is not complete. Inferior sensing performance was observed in cement paste with carbon fibers of 15 μm diameter, although the performance was still better than cement paste without admixture.     

几种不同结构型号PE改性PPR力学性能的研究

研究了线性低密度聚乙烯(LLDPE)/聚丙烯(PPR)共混体系、高密度聚乙烯(HDPE)/聚丙烯(PPR)共混体系、超高分子量聚乙烯(UHMWPE)/聚丙烯(PPR)共混体系的力学性能和熔体流动速率。结果表明,UHMWPE的增韧改性效果最好,在UHMWPE的含量为15%时体系的综合力学性能最好。LLDPE的增韧改性效果次之,HDPE的最差。     

中国无烟煤用于炼焦配煤

在系统地研究了中国优质无烟煤分布和无烟煤在炼焦配煤中可行性的基础上，认为在炼焦配煤中配入5％左右的无烟煤，不仅可以降低炼焦生产成本，且还可降低焦炭的灰分和硫分，提高焦炭质量。     

P(SBR/NR/HAF)并用胶的性能

在SBR胶乳／NR胶乳共混的基础上，采用凝聚共沉法制备高耐磨炭黑（HAF）填充型粉末丁苯橡胶／天然橡胶并用胶[P(SBR/NR/HAF)]。研究了SBR／NR并用比、制备工艺等对P（SBR／NR／HAF）并用胶的混沌流变性能和物理机械性能的影响，并与块状SBR／NR／HAF并用胶进行了比较。研究表明，与SBR／NR／HAF相比，P（SBR／NR／HAF）的表观剪切粘度在SBR用量小于50份时对混炼时间的依赖性较低，而在SBR用量大于50份后对混炼时间具有更高的依赖性；P（SBR／NR／HAF)硫化胶 拉伸强度在整个并用范围内对SBR／NR并和比不敏感；采用胶乳预混合的工艺制备的P（SBR／NR／HAF）具有较好的物理机械性能。     

A comparison of bending strength between adhesive and steel reinforced concrete with steel only reinforced concrete

Cracking of brittle cementitious composites subjected to excessive loading causes a potential reduction in material performance. Steel bars or metal fibers typically act as tensile reinforcing in concrete composites to increase the material's structural capacity in bending and to delay or prevent matrix cracking.The goal of this research is to determine whether the performance in bending strength and material integrity of a typically reinforced cementitious composite may be improved through the release of “healing” chemicals, such as adhesives, from hollow fibers into cracks induced by loading in addition to the metal reinforcing. Adhesive-filled repair fibers are intended to break immediately upon cracking in the concrete thereby activating the healing process with the release of a sealing or adhering substance. This self-repair occurs whenever and wherever cracks are generated.