1) polymer-modified asphalt road surfacing
聚合改良沥青面层
2) 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
3) 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 。
4) asphalt pavement
沥青面层
1.
Reason analysis on water-destroy on asphalt pavement of expressway;
高速公路桥面沥青面层水破坏初探
2.
Gradation distribution and quality control of aggregate in asphalt pavement
沥青面层集料级配分布特征与质量控制
3.
Due to the problems which exist while measuring density of asphalt pavement using traditional meth- ods,such as time consuming and laborious,instability of the accuracy and reliability of test result,the method of using pavement quality indicator for measurement is presented,and the principle and test scope are described.
得到了相应的数据并绘制了相应的图表,通过分析得出:无核密度仪应用于AC-20及其以下粒径沥青面层的密度测定结果可信度高,测试方便、快速,实时性高。
5) asphalt surface
沥青面层
1.
Temporary treatment on the bridge expansion joint during asphalt surface course construction;
沥青面层施工时桥梁伸缩缝的临时处理
2.
Stress s numerical analysis of asphalt surface in porous concrete base s transverse contraction joint;
多孔混凝土基层缩缝处沥青面层应力分析
3.
Aiming at the reflective cracks problem existing in the adding asphalt surface on the original cement concrete pavement in the road reform process,it introduces formation origins of the reflective cracks easily,and brings forward some prevention and cure suggestions on this foundation to those cracks on the asphalt surface.
针对当前道路改造过程中对原有水泥混凝土路面进行加铺沥青面层改造时易出现反射裂缝的问题,简要介绍了反射裂缝的形成原因,并在此基础上对沥青面层反射裂缝防治提出了一些建议。
6) bituminous surface
沥青面层
1.
From the requirement of action and quality of bituminous surface,combined with Shanxi characteristics,the structure of traditional AC,AK(SAC),SMA surface is analysed by contrast.
从沥青面层的作用和品质要求出发 ,结合山西特点 ,对传统 AC型、AK( SAC)型、SMA面层结构做分析对比 ,提出沥青面层结构组合要坚持三个前提条件 ,采用三层式 型级配 ,抗滑表层和改性沥青 ,将透层改为下封层等 ,使面层抗滑、密水、耐久、抗开裂、抗车辙。
2.
A new design method based on voidage of coarse aggregates for grading of permeable bituminous surface course is presented in this paper.
根 据这一方法设计的透水性沥青面层具有良好的路面使用功能,具有良好的应用前景。
补充资料:聚[3,3-双(氟甲基)氧杂环丁烷]
分子式:
CAS号:
性质: 以氟原子取代氯的卤化聚醚树脂类似物。同氯化聚醚一样,经拉伸和极化处理的该类树脂也表现出压电和热电性质。由于分子中碳氟键的极性比碳氯键大,预期在热电性质方面具有优越性质,而且氟取代物的碳氟键能高,其化学稳定性要好于氯取代类似物。聚[3,3-双(氟甲基)氧杂环丁烷]的合成与聚[3,3-双(氯甲基)氧杂环丁烷]的制备类似,首先合成3,3-双(氟甲基)氧杂环丁烷,然后利用开环聚合反应得到该聚合物。
CAS号:
性质: 以氟原子取代氯的卤化聚醚树脂类似物。同氯化聚醚一样,经拉伸和极化处理的该类树脂也表现出压电和热电性质。由于分子中碳氟键的极性比碳氯键大,预期在热电性质方面具有优越性质,而且氟取代物的碳氟键能高,其化学稳定性要好于氯取代类似物。聚[3,3-双(氟甲基)氧杂环丁烷]的合成与聚[3,3-双(氯甲基)氧杂环丁烷]的制备类似,首先合成3,3-双(氟甲基)氧杂环丁烷,然后利用开环聚合反应得到该聚合物。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条