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1)  ratio of filler/asphalt
粉胶比
1.
The influence of shear strain rate, temperature, the ratio of filler/asphalt, and filler type on asphalt mortars viscosity is studied with different rotational speed of Brookfield viscometer in order to inquire asphalt mortars properties at high temperature.
为了研究沥青胶浆在高温时的粘度特性,应用Brookfield旋转粘度计,采用不同的转速,研究了剪切速率、温度、粉胶比和填料种类对沥青胶浆粘度的影响。
2.
The mortar is one important phase of asphalt mixture in accordance with mortar theory,the effect of ratio of filler/asphalt(F/A) and the effect of fiber on the property of hot mix asphalt(HMA) are studied.
按照胶浆理论,将沥青胶浆作为沥青混合料构成中的重要部分,研究了粉胶比变化、纤维对沥青混合料高、低温性能的影响。
3.
The results show that there is an optimal ratio of filler/asphalt at the aspect of low temperature cracking resistance for asphalt mortars, different asphalt mortars have different optimal ratios, and cement and hydrated lime are helpful to low temperature cracking resistance of asphalt mortars.
以石灰石矿粉、水泥和消石灰为填料,按不同的粉胶比制备成沥青胶浆,采用低温弯曲试验,研究了不同填料和不同粉胶比对胶浆低温性能的影响。
2)  filler-asphalt ratio
粉胶比
1.
The influence of the filler-asphalt ratio on the high-and-low-temperature performance of gussasphalt mortar
粉胶比对浇注式沥青胶浆高低温性能的影响
2.
Through the measuring-stress ductility test on the base asphalt and SBS modified asphalts of the two kinds of asphalt mortar with four different filler-asphalt satio at three different temperatures,showing the correlation between three routine index of asphalt mortar ductility,maximum stress,compliance of tension and filler-asphalt ratio,temperature.
通过对基质沥青和SBS改性沥青两类沥青、四种粉胶比在三种温度下的沥青胶浆进行测力延度试验,分析了沥青胶浆延度、测力延度峰力值及延度拉伸柔量三个常规指标与粉胶比、温度之间的相关性,认为测力延度试验能有效的评价沥青胶浆的低温抗裂性能。
3.
Test results shows that filler-asphalt ratio and temperature have a great effect on pavement performance of asphalt-mineral filler mastic,asphalt-mineral filler mastic with bigger filler-asphalt ratio or tested in lower temperature will gain better rutting resistance,but worse fatiguing and crazing resistance performance.
采用DSR、BBR等流变试验设备对多种沥青胶浆进行试验,研究粉胶比、温度对沥青胶浆的抗车辙、疲劳和抗低温开裂等路用性能的影响。
3)  ratio of filler to bitumen
粉胶比
1.
First,five important factors are selected which are ratio of filler to bitumen,the type of asphalt,aggregate and filler and coarse aggregate content,with two levels of each are selected for orthogonal experiment except.
针对超薄沥青混凝土厚度小、集料粒径小,同时要求达到传统面层的密实程度、较好的构造深度及其他使用性能的特点,试验采用混合正交方法,选取粉胶比、沥青类型、集料类型、填料类型、粗集料含量等5个关键影响因素,按粉胶比取4个水平、其余各取2个水平的方案进行配合比试验,考察空隙率、马歇尔稳定度、劈裂强度、动稳定度、冻融劈裂强度比(TSR)等5个关键控制指标,对超薄沥青混凝土进行对比分析研究。
2.
In order to study effect of fiber and mineral filler on the performance of asphalt mortar,dynamic-shear-rheometer and bend-beam-rheometer were used to study the effects of the ratio of filler to bitumen and fiber content on the properties of asphalt mortar.
为了研究纤维和矿粉对沥青胶浆性能的影响,采用动态剪切流变仪(DSR)和弯梁流变仪(BBR)对纤维、矿粉和沥青三者组成的沥青胶浆的高、低温性能进行了研究,分析了粉胶比和纤维用量变化对沥青胶浆性能的影响。
4)  ratio of silica gel and YAG:Ce~(3+) phosphor
胶粉比
1.
We study on the influence of the different mixture ratio of silica gel and YAG:Ce~(3+) phosphor on white LED after being packaged.
文章介绍了制造白光LED的几种方法,研究了不同胶粉比(硅胶与YAG:Ce3+的比值)对封装后白光LED的影响。
5)  mass ratio of filler/asphalt
粉胶质量比
6)  crumb rubber
胶粉
1.
Properties of crumb rubber/HDPE thermoplastic elastomer;
胶粉/高密度聚乙烯热塑性弹性体的性能研究
2.
Rheological characteristics and modified mechanism of crumb rubber modified asphalt;
胶粉改性沥青的流变特性及改性机理
3.
Performance of asphalt modified with surface activitied treatment crumb rubber
表面活化处理胶粉改性沥青的性能
补充资料:打磨胶粉
分子式:
CAS号:

性质: 打磨待翻新轮胎和其他橡胶制品及橡胶试样上磨下的胶粉末。可用于制造再生胶,较粗的胶粉还可用于同沥青共混作铺路材料,较细的也可用作生产配方中的填料。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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