共查询到16条相似文献,搜索用时 93 毫秒
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分析了中国现行规范法评价SBS改性沥青储存稳定性的优缺点,针对其不足之处,介绍了几种用于评价SBS改性沥青储存稳定性的新方法,通过对几种评价方法优缺点的分析,指出目前还没有一种被共同认可、更完善、更简便的评价方法,并提出现行规范法短期内仍将是评价SBS改性沥青的储存稳定性的主要方法,最后建议仍采用离析试验作为评价SBS改性沥青储存稳定性的方法,并将离析管上下软化点差和上下延度差或离析管上下软化点差和弹性恢复差作为评价SBS改性沥青储存稳定性的指标,该方法具有简便、实用和全面的特点。 相似文献
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我国改性沥青的储存稳定性分析目前都是采用交通部的JTG F40—2004规范,通过测试离析管上、下层沥青的软化点的差值作为SBS改性沥青储存稳定性的评价指标,该指标在一定程度上可以反映改性沥青在热储存过程中性质变化情况,但SBS改性沥青在热储存过程中的性质变化具有复杂性,仅以软化点的变化并不能全面表征其性质的变化情况。基于此,本研究提出一种新的SBS改性沥青储存稳定性评价指标,该指标是将离析管上、下部分的软化点、黏度和延度分析相结合,把离析管上、下部分的软化点差、黏度差和延度差作为SBS改性沥青储存稳定性评价指标。结果表明这种新指标评价SBS改性沥青储存稳定性比现行方法更全面、更有效。 相似文献
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鉴于聚合物改性沥青离析试验(T 0661—2011)在评价SBS改性沥青热储存稳定性时,存在耗时长、无法准确模拟工厂的实际储存条件、试验误差大等缺陷,提出采用动态剪切流变试验方法快速检测SBS改性沥青的热储存稳定性。建立了黏弹性系数Vc函数模型,定义了评价指标—稳定因子Rf,并推荐当Rf≥24.2时,SBS改性沥青的热储存稳定性为一级,当23≤Rf<24.2时,SBS改性沥青的热储存稳定性为二级,当Rf<23时,SBS改性沥青的热储存稳定性为三级。采用该方法评价SBS改性沥青的热储存稳定性,检测时间可以缩短到2 h以内,其准确率、精密度、可靠性高,适宜推广。 相似文献
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《石油沥青》2015,(5)
利用传统的离析软化点差值法及新兴的动态剪切流变试验法对掺入不同质量比例PPA的PPA/SBS复合改性沥青的热储存稳定性进行研究,同时借助于荧光显微镜对PPA/SBS复合改性沥青中SBS分散状况进行观察。研究结果表明:SBS改性沥青中掺入1.0%~1.5%质量比例的PPA,其热储存稳定性得到了很大程度的提高;然而,使复合改性沥青热储存稳定性达到最佳的PPA掺入比例以及掺入较小比例(0.5%)PPA和较大比例(2.0%)PPA时复合改性沥青热储存稳定性的评价结果却与评价方法以及动态剪切流变试验的剪切温度相关;荧光显微试验结果表明:当PPA掺入比例为1.0%~1.5%时,PPA促进SBS在沥青中形成一定的相互交联网状结构从而改善了PPA/SBS复合改性沥青的热储存稳定性。 相似文献
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研究了维他连接剂(TOR)、多聚磷酸(PPA)、硫化交联体系(硫磺、稳定剂及硫化促进剂)和原料基质沥青对改性沥青储存稳定性的影响。结果表明:使用TOR和PPA可在一定程度上降低改性沥青的离析软化点差,改善改性沥青的储存稳定性;在硫化体系中,硫磺及稳定剂的加入可改善改性沥青的储存稳定性,且其加入量都有最佳值,促进剂的复合配伍有利于提高改性沥青的储存稳定性;基质沥青对改性沥青的储存稳定性影响较大,基质沥青的芳香度高时,有利于胶粉在沥青中的溶胀,有助于体系中发生脱硫降解和交联反应,达到良好的改性效果。 相似文献
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SBS改性乳化沥青具有环保、节能、高低温性能优良等特性,在高等级路面的维修与养护中发挥很大的作用。尽管SBS改性沥青有这些优点,但仍然存在难以乳化和不能长时间稳定储存的问题。通过考察制备SBS改性乳化沥青的乳化剂和工艺,研究了适于乳化SBS改性沥青的乳化剂配方,并分析了SBS改性乳化沥青物性与储存稳定性的关系。结果表明,胶体磨间隙不大于1.0 mm、胶体磨转速不小于2400r/min、乳化剂皂液pH值在2~4、改性沥青中SBS质量分数在3.0%~3.5%时,制备的改性乳化沥青储存稳定性较好。改性沥青颗粒粒径和乳液的恩氏黏度对改性乳化沥青储存稳定性影响明显,利用改性乳化沥青的物性(粒度、黏度)与储存稳定性的关系,调节工艺条件,能够得到储存稳定性好的改性乳化沥青。 相似文献
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The evaluation for the storage stability of SBS modified asphalt was made by adding selected inorganic stabilizers, which was reported in China and overseas. The experimental results showed that stabilizer A can improve the compatibility between base asphalt and SBS, the difference between bottom softening point and up softening point in the Isolate Test was about 0.2, which was much less than that of JTJ036-98 standard. So, the modification effect of stabilizer A on storage stability of SBS modified asphalt was the best. That is, in the period of storage and transportation, SBS and base asphalt did not isolate. Some defects were overcome during construction of an asphalt road surface. The adding stabilizer not only reduced the cost of production but also simply the procedure. 相似文献
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Three different types of storage stability of SBS modified asphalts were investigated by hot storage test. It's found that during hot storage the performance of SBS modified asphalt deteriorated although phase separation didn't happen. Mechanism of storage stability of SBS modified asphalt was discussed. The different hot storage stability of three SBS modified asphalts could be well interpreted with the interface layer principle. Based on the interface layer principle, a new way that asphalt was chemically modified by SBS was put forward to improve hot storage stability and other using performances. The results indicated that the asphalt chemically modified by SBS had good hot storage stability and other using performances were significantly improved. Fluorescence microscopy was used to study SBS modified asphalt phase morphology, and the SBS chemically modified asphalt showed two interlocked continuous phases. 相似文献
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《Petroleum Science and Technology》2013,31(5-6):901-910
Abstract Three different types of storage stability of SBS modified asphalts were investigated by hot storage test. It's found that during hot storage the performance of SBS modified asphalt deteriorated although phase separation didn't happen. Mechanism of storage stability of SBS modified asphalt was discussed. The different hot storage stability of three SBS modified asphalts could be well interpreted with the interface layer principle. Based on the interface layer principle, a new way that asphalt was chemically modified by SBS was put forward to improve hot storage stability and other using performances. The results indicated that the asphalt chemically modified by SBS had good hot storage stability and other using performances were significantly improved. Fluorescence microscopy was used to study SBS modified asphalt phase morphology, and the SBS chemically modified asphalt showed two interlocked continuous phases. 相似文献
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以塔河沥青为基质沥青,以岳阳石化生产的SBS791为改性剂,用武汉艾斯发特新材料有限公司提供的WT-1稳定剂,研究了不同糠醛抽出油添加量、预溶胀时间、稳定荆添加量和不同发育时间下,改性沥青的性能变化情况。探讨了以上因素对改性沥青工艺条件的影响。 相似文献
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