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1)  asphalt modified polyurethane
沥青改性聚氨酯
1.
The effects of interfacial treatment modes on the bonding properties between asphalt modified polyurethane joint material and cement mortar were investigated.
就界面处理方式对沥青改性聚氨酯接缝材料和水泥砂浆黏结性能的影响进行了研究。
2)  asphalt polyurethane
沥青聚氨酯
1.
This artcle studied the improved preparation of asphalt polyurethane waterproof coating.
本文介绍了改进的沥青聚氨酯防水涂料的制备方法。
2.
The paper introduces the origin of the asphalt polyurethane waterproof coating,discusses the mechanism,the index,the characteristic and the structure of the waterproof coating,and summarizes the construction points,points out that the polyurethane waterproof coating is suitable for the waterproof construction of the basement,the toilet and the bathroom,it has been widely used.
介绍了沥青聚氨酯防水涂料的由来,论述了该防水涂料的机理、指标、特点及构造,并归纳了其施工要点,同时指出聚氨酯防水涂料适用于地下室、厕浴间等工程部位的防水施工,目前得到大量的应用。
3)  polyurethane bituminous paint
聚氨酯沥青漆
4)  Polymer modified asphalt
聚合物改性沥青
1.
Research on performance of polymer modified asphalt
聚合物改性沥青性能的研究
2.
The low temperature force-ductility performances of SBS,SBR,EVA,PE polymer modified asphalts were studied by force-ductility tests.
利用自制测力延度仪对SBS,SBR,EVA,PE聚合物改性沥青的低温测力延度特性分别进行了测试研究,分析了聚合物种类及掺量对聚合物改性沥青延度、最大拉力和粘韧性等低温测力延度指标的影响。
3.
Introduced in this article are the unconventional methods of testing the polymer modified asphalt which is widely used in current China.
本文对目前中国应用较广的几种聚合物改性沥青非常规试验方法及评价指标在近几年的研究内容及成果作一简要介绍及评
5)  polymer modified bitumen
聚合物改性沥青
1.
Self-adhered polymer modified bitumen waterproofing membrane and its standard;
自粘聚合物改性沥青防水卷材及其标准
2.
Thy results of conventional tests (penetration, softening point, kinematical viscosity and Fraass breaking point) and those of dynamic mechanical analysis (DMA) on Styrene Butadiene Styrene (SBS) polymer modified bitumen are systematically compared.
将苯乙烯 -丁二烯 -苯乙烯 ( SBS)聚合物改性沥青用常规试验方法 (针入度、软化点、动粘度及脆点 )与动态力学分析方法所得到的试验结果进行比较研究 。
6)  PE modified asphalt
聚乙烯改性沥青
补充资料:聚氨酯环氧沥青防腐漆
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性质: 一种由异氰酸酯预聚物和溶剂构成的甲组分,与由环氧树脂漆料、沥青构成的乙组分配套使用的双组分防腐蚀漆。漆膜坚硬,耐摩擦,抗化学品腐蚀,耐溶剂性良好,附着力强。采用刷涂或喷涂。适用于化工设备腐蚀部位及地下管道等酸、碱、盐重腐蚀部位。

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