多层共挤膜废料改性沥青的微观结构和流变性能

采用多层共挤膜废料(r-MCEFS)对重交70#沥青进行改性制备r-MCEFS改性沥青。探讨了r-MCEFS用量对改性沥青的常规性能、微观结构和流变性能的影响。结果表明,随着r-MCEFS用量的增加,基质沥青的软化点逐渐上升;当r-MCEFS用量增加到4份（质量份数,下同）后,改性沥青的相形态由“海-岛”结构逐渐转变为“类网络”结构;随着r-MCEFS用量的增加,改性沥青的回弹模量和高温稳定性得到改善,r-MCEFS与沥青基质的界面作用增强。     

不同相容剂掺量下沥青改性效果研究

以减三糠醛抽出油为相容剂,90#沥青为基质沥青,LG501S为改性剂,考察了相容剂的不同掺入量(占基质沥青质量)0,1.0%,2.0%,3.0%,4.0%,5.0%对改性沥青性能的影响,分析了增加相容剂掺入量沥青相与SBS相的形态特征。结果表明,增加相容剂掺入量后,改性沥青针入度、弹性恢复逐渐升高,软化点、针入度比逐渐降低,经过旋转薄膜烤箱(RTFOT)后,改性沥青5℃延度、5℃老化后延度逐渐增加,提高了改性沥青的延伸性能。随着相容剂掺入量的增加,改性沥青的高温抗车辙因子能力降低,低温抗裂性能提高;改性剂SBS在沥青中的粒径逐渐减小,分布律逐渐增加,使改性沥青的储存稳定性得到显著提高。     

疏水性纳米SiO_2改性沥青性能研究

为了提高基质沥青的低温性能,同时确保沥青高温性能不会下降,本文通过往基质沥青中加入掺量为1%-7%的疏水性纳米SiO_2来制备改性沥青,应用常规性能试验和黏度试验对比评价七种改性沥青和基质沥青的三大指标及黏度随掺量的变化,选出较优掺量的改性沥青。结果表明:改性沥青的软化点和黏度随着疏水性纳米SiO_2掺量的增加而增加,针入度随着掺量的增加而减小,延度随着掺量的增加先增后减。当掺量为4%时,其制备的改性沥青性能较优,黏度相较前一掺量增长率达到15.3%;相较于基质沥青,其高温性能和低温性能分别提高9.8%和77.6%。     

聚烯烃弹性体/苯乙烯-丁二烯-苯乙烯嵌段共聚物改性沥青混合料的抗老化性能

采用聚烯烃弹性体（POE）对苯乙烯-丁二烯-苯乙烯嵌段共聚物（SBS）改性沥青进行复配改性,制备了POE/SBS改性沥青混合料。考察了POE用量对SBS改性沥青抗老化性能的影响。结果表明,POE/SBS复配改性能提升沥青混合料的高温抗老化性能,且对低温性能有一定的改善效果。POE改善了SBS改性沥青混合料的抗车辙和抗老化性能,但会在一定程度上降低其低温韧性。当在沥青中加入质量分数分别为4%和3%的SBS和POE,POE/SBS改性沥青混合料的综合性能较佳。     

SBS改性沥青化学交联过程的微观结构和性能研究

研究了SBS改性沥青在反应性改性过程中的微观相态结构变化,以及交联剂对改性沥青性能的影响.结果表明:化学交联反应可以改变石油沥青的胶体结构,从而显著改善改性沥青的储存稳定性、高温稳定性和感温性;反应性改性沥青的微观相态结构不但与聚合物的品种有关,也与基质沥青的化学组成密切相关,在高速剪切过程中逐渐由沥青为连续相、聚合物为分散相的"海""岛"型结构,转变为聚合物相和沥青相互相贯穿网络的双连续相结构,SBS在高温储存过程中分散更加均匀,不发生离析现象.     

脱油沥青复合改性沥青的制备及性能研究

制备了DOA复合改性沥青,并对其常规性能、流变性能和抗老化性能进行了试验研究。结果表明,一定范围内随着DOA掺量的增加,沥青软化点升高,针入度和延度减小,旋转粘度增大;与SBS复合后能更好地发挥DOA的优势,并改善低温延性,DOA/SBS复合改性沥青的性质基本满足SBS改性沥青1-D级标准;相比基质沥青,20%DOA改性沥青和20%DOA+3%SBS复合改性沥青具有更高的车辙因子与残留针入度比,显著改善沥青的高温性能与抗老化性能;DOA与基质沥青相容性良好,能形成均相体系。     

脱油沥青复合改性沥青的制备及性能研究

制备了DOA复合改性沥青,并对其常规性能、流变性能和抗老化性能进行了试验研究。结果表明,一定范围内随着DOA掺量的增加,沥青软化点升高,针入度和延度减小,旋转粘度增大;与SBS复合后能更好地发挥DOA的优势,并改善低温延性,DOA/SBS复合改性沥青的性质基本满足SBS改性沥青1-D级标准;相比基质沥青,20%DOA改性沥青和20%DOA+3%SBS复合改性沥青具有更高的车辙因子与残留针入度比,显著改善沥青的高温性能与抗老化性能;DOA与基质沥青相容性良好,能形成均相体系。     

SBR/OMMT复合材料改性沥青的性能研究

采用SBR／有机蒙脱土（OMMT）复合材料对沥青进行改性，研究改性沥青的常规性能、流变性能及高温贮存稳定性。结果表明，与基质沥青相比，SBR／OMMT复合材料改性沥青的针入度减小，软化点升高，低温性能明显改善，高温弹性和抗变形性能提高；随着复合材料中OMMT用量的增大，改性沥青的针入度减小，软化点升高，高温弹性和抗变形性能提高；改性沥青的高温贮存稳定性较好。     

废胶粉改性沥青高温性能和储存稳定性的研究

考察了废胶粉掺加量、工艺条件以及基质沥青产地对沥青高温性能和储存稳定性的影响。又进一步研究了添加剂维他连接剂TOR、多聚磷酸PPA对上述性能的影响。结果表明,胶粉掺加量为沥青质量的15%~20%,溶胀时间2~3 h,剪切时间1.5 h,剪切温度186~189℃,剪切速率7 000~8 000 r/min可显著提高胶粉改性沥青的高温性能和储存稳定性。添加剂可不同程度改善胶粉改性沥青的高温性能和储存稳定性,且基质沥青产地对胶粉改性沥青性能有决定性的影响。     

基于DSR/DSC对泡沫沥青性能研究

为探求发泡过程对泡沫沥青性能的影响,采用动态剪切流变仪(DSR)、差示扫描量热仪(DSC)研究分析基质沥青和SBS改性沥青发泡前后的高温性能、温度稳定性、粘度、耐久性和低温性能。结果表明,发泡过程将导致沥青的高温稳定性、粘度、低温性能以及耐久性下降。随着发泡用水量的增加,沥青的高温性能、粘度将会逐渐降低,基质泡沫沥青的温度稳定性是先降低,然后再提高,总体上变化不大,而SBS改性泡沫沥青的温度稳定性略微降低。SBS改性泡沫沥青无论是在高温性能、低温性能还是耐久性等方面都远胜于基质泡沫沥青,故建议采用SBS改性沥青进行发泡。     

Compatibilizer in waste tire powder and low‐density polyethylene blends and the blends modified asphalt

With the increasing ratio of waste tire powder (WTP) to low‐density polyethylene (LDPE), the hardness and tensile strength of the WTP/LDPE blends decreased while the elongation at break increased. Five kinds of compatibilizers, such as maleic anhydride‐grafted polyethylene (PE‐g‐MA), maleic anhydride‐grafted ethylene‐octene copolymer (POE‐g‐MA), maleic anhydride‐grafted linear LDPE, maleic anhydride‐grafted ethylene vinyl‐acetate copolymer, and maleic anhydride‐grafted styrene‐ethylene‐butylene‐styrene, were incorporated to prepare WTP/LDPE blends, respectively. PE‐g‐MA and POE‐g‐MA reinforced the tensile stress and toughness of the blends. The toughness value of POE‐g‐MA incorporating blends was the highest, reached to 2032.3 MJ/m³, while that of the control was only 1402.9 MJ/m³. Therefore, POE‐g‐MA was selected as asphalt modifier. The toughness value reached to the highest level when the content of POE‐g‐MA was about 8%. Besides that the softening point of the modified asphalt would be higher than 60°C, whereas the content of WTP/LDPE blend was more than 5%, and the blends were mixed by stirring under the shearing speed of 3000 rpm for 20 min. Especially, when the blend content was 8.5%, the softening point arrived at 82°C, contributing to asphalt strength and elastic properties in a wide range of temperature. In addition, the swelling property of POE‐g‐MA/WTP/LDPE blend was better than that of the other compalibitizers, which indicated that POE‐g‐MA /WTP/LDPE blend was much compatible with asphalt. Also, the excellent compatibility would result in the good mechanical and processing properties of the modified asphalt. © 2011 Wiley Periodicals, Inc. J Appl Polym Sci, 2011     

Toughened polyoxymethylene by polyolefin elastomer and glycidyl methacrylate grafted high‐density polyethylene

Ternary blends of polyoxymethylene (POM), polyolefin elastomer (POE), and glycidyl methacrylate grafted high density polyethylene (GMA‐g‐HDPE) with various component ratios were studied for their mechanical and thermal properties. The size of POE dispersed phase increased with increasing the elastomer content due to the observed agglomeration. The notched impact strength demonstrated a parabolic tendency with increasing the elastomer content and reached the peak value of 10.81 kJ/m² when the elastomer addition was 7.5 wt%. The disappearance of epoxy functional groups in the POM/POE/GMA‐g‐HDPE blends indicated that GMA‐g‐HDPE reacted with the terminal hydroxyl groups of POM and formed a new graft copolymer. Higher thermal stability was observed in the modified POM. Both storage modulus and loss modulus decreased from dynamic mechanical analysis tests while the loss factor increased with increasing the elastomer content. GMA‐g‐HDPE showed good compatibility between the POM matrix and the POE dispersed phase due to the reactive compatibilization of the epoxy groups of GMA and the terminal hydroxyl groups of POM. A POM/POE blend without compatibilizer was researched for comparison, it was found that the properties of P‐7.5(POM/POE 92.5 wt%/7.5 wt%) were worse than those of the blend with the GMA‐g‐HDPE compatibilizer. POLYM. ENG. SCI., 57:1119–1126, 2017. © 2017 Society of Plastics Engineers     

高含碳矿物改性路用沥青的研究

对高含碳矿物改性路用沥青进行了研究 .采用 EDS,FT- IR和元素分析对高含碳矿物进行了表征 ,对其性能进行了测试 ;采用 FT- IR分析了路用沥青的改性机理 ;通过系统的室内实验 ,全面地研究和评价了改性沥青的技术性能和针入度指数 .研究表明 :高含碳矿物可以有效改善路用沥青的技术性能和感温性 ,改性沥青以物理改性为主 ,高含碳矿物的应用可以降低改性剂的成本、简化施工和制备工艺 .     

PA66/POE/POE-g-MAH的分散相形态与力学性能研究

以(乙烯/辛烯)共聚物(POE)和马来酸酐接枝POE(POE-g-MAH)并用,制备了尼龙(PA)66/POE/POE-g-MAH合金,研究了POE-g-MAH用量对合金形态结构、力学性能的影响.结果表明,随着POE-g-MAH含量的增加,PA66/POE/POE-g-MAH合金的形态结构得到明显改善,弹性体分散相粒径细化且分布均匀,冲击强度显著提高;分散相粒径越小,粒径分布越均匀,POE-g-MAH较好增韧PA66的粒径范围是0.1～0.3μm;弹性体含量一定时,合金的缺口冲击强度随弹性体的细化而增大,但拉伸屈服强度和拉伸弹性模量不受影响.     

DCP用量对动态硫化POE/PP热塑性弹性体性能的影响

研究了过氧化二异丙苯(DCP)用量对动态硫化乙烯一辛烯共聚物聚丙烯(POE/PP)体系的物理性能以及PP结晶形态和POE相态结构的影响。结果表明:随DCP用量的增加,POE/PP体系的交联密度增大,而断裂伸长率、永久变形和拉伸强度下降。过量DCP的加人会导致PP降解,使体系的熔体流动速率随DCP用量的增加呈上升趋势。DSC分析表明,随着DCP用量的增加,POE/PP体系结晶度下降。微观分析得出,DCP对POE/PP体系相态结构影响显著,当DCP用量为1份时交联POE以较小的颗粒均匀分布于PP连续相中。     

PE-g-MAH增容PA 66/POE的形态与性能

使用马来酸酐接枝聚乙烯(PE-g-MAH)作为乙烯-辛烯共聚物(POE)增韧聚酰胺(PA)66的增容剂,研究了PE-g-MAH用量对PA 66/POE共混物的力学性能和形态影响。随着PE-g-MAH用量的增加 PA 66和POE的相容性显著改善,共混物中各组分的熔融峰温下降;共混物的缺口冲击强度显著提高,断裂伸长率成倍增大,韧性也有提高。当w(PE-g-MAH)为8%时,增容效果较好。     

Rheological properties of packaging‐waste‐polyethylene‐modified asphalt

Waste‐polyethylene (WPE) in packaging, instead of virgin polymer, was utilized as a modifier of base asphalt, and rheological properties of the modified asphalt were studied. Results show that the modified asphalt possesses better anti‐distortion capacity than the base asphalt, as indicated by the fact that the modified asphalt has higher viscosity and smaller endothermic peak dispersion in the transformation process of asphalt aggregation. Compared with base asphalt, the modified asphalt has higher complex modulus (G*), storage modulus (G′), and dissipation modulus (G″). In addition, the modified asphalt has smaller phase angle (δ), less tangent (tanδ), and lower rut factor (G*/sinδ), reflecting the high‐temperature rut resistance of the asphalt. The improvement of the rheological properties is related to the main features of the modified asphalt, including the swelling, whereas packaging‐waste‐PE absorbs low‐molecular‐weight fractions of asphalt, the displacement restriction of asphalt particles, and the molecular structure and performance of PE molecules. J. VINYL ADDIT. TECHNOL., 21:215–219, 2015. © 2014 Society of Plastics Engineers     

聚丙烯汽车仪表盘专用料的研制

采用共聚丙烯为基础树脂,POE为增韧剂,滑石粉为填料制得性能符合要求的汽车仪表盘转用料,研究了POE和填料的添加量对共混材料性能的影响,结果表明,与EPDM相比,POE使共混体系的冲击韧性提高最大,而弯曲弹性模量,拉伸强度和流动性降低最小,滑石粉的加入能提高共混材料的弹性模量,且对液动性影响小,因此,选择适当用量的POE和滑石粉,可制得各项性能俱佳的汽车仪表盘专用料。     

改性粘土制备粘土/POE纳米复合材料的力学性能研究

研究粘土的种类以及用量对所制得的粘土/聚烯烃弹性体(POE)纳米复合材料力学性能的影响。结果表明,在添加相同粘土份数下,与I.30P有机粘土以及十六烷基三甲基溴化铵(CTAB)改性有机粘土相比,I.44P有机粘土制备的粘土/POE纳米复合材料的各向力学性能最佳;随着粘土用量(10份以内)的增加,粘土/POE纳米复合材料的各项力学性能也在不断增强。