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Polyphosphoric Acid Modified Asphalt: Proposed Mechanisms

机译:多磷酸改性沥青:提出机制

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Asphalt binders have been chemically modified with polyphosphoric acid (PPA) to improve high temperature rheological properties without adversely affecting low temperature rheological properties since the early 1970’s. More recently, PPA has been used in Superpave performance-grade (PG) binders that need an extended range between the high and low temperature performance requirements. The mechanism of chemical modification of asphalt with PPA remains in great part unknown. This paper presents results that will help to better understand the mechanisms of chemical modification with PPA. PPA modified and unmodified asphalts from different crude sources were analyzed for chemical composition by asphaltene precipitation, thin-layer chromatography (TLC) and nuclear magnetic resonance (NMR), by gel-permeation chromatography (GPC) and atomic force microscopy (AFM). The results indicate that the mechanism of PPA action depends on the base asphalt. In one case PPA affected a phase dispersed in asphalt, in the other case it affected the asphalt matrix. In both cases, PPA caused stiffening of the modified phase. Several stiffening mechanisms are proposed.
机译:沥青粘合剂已经与多磷酸(PPA)进行化学修饰而不会因为70年代初期低温流变性能产生不利影响,以改善高温的流变性质。最近,PPA已Superpave的性能等级(PG),其需要在高温和低温性能要求之间延伸的范围的粘合剂中使用。与PPA沥青的化学修饰的机制仍然在很大程度上未知。本文呈现的结果,这将有助于更好地理解与PPA化学修饰的机制。 PPA改性和来自不同来源的原油沥青未修改进行分析的由沥青质沉淀的化学组成,薄层色谱(TLC)和核磁共振(NMR),通过凝胶渗透色谱法(GPC)和原子力显微镜(AFM)。结果表明,PPA作用机制依赖于基质沥青。在一种情况下PPA影响分散在沥青的相位,在其他情况下,它影响了沥青基体。在这两种情况下,PPA引起改性相的硬化。几个加强机制提出了建议。

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