微波活化膠粉制備橡膠瀝青的改性機(jī)理研究
[Abstract]:As one of the most important solid wastes in automobile industry, waste tires bring great pressure to the protection of ecological environment. In addition, the pressure of road traffic lies in a variety of road diseases closely related to it. Rubber asphalt, as a new material of environmental protection and high quality road engineering, has a good effect in consuming waste tire rubber powder and improving road traffic service level, but the poor storage stability restricts the popularization and application of rubber asphalt. Therefore, how to improve the storage stability of rubber asphalt, prolong the service life of asphalt pavement and improve the service level of asphalt pavement has become an urgent problem for workers in the industry. The production of modified asphalt after activation treatment of rubber powder provides a solution to the above problems. In this paper, waste rubber powder was activated by microwave activation method, rubber asphalt was prepared and filtered with asphalt screen to obtain rubber asphalt binder without rubber powder. Brinell viscosity (BV), dynamic shear Rheological (DSR) was used to study the road performance of rubber asphalt before and after activation of rubber powder. On this basis, the preparation process and parameters of high performance rubber asphalt prepared by activated rubber powder were recommended. The results show that when the microwave activation time of waste tire rubber powder is 90 s, the rubber powder modified asphalt has the best viscosity and high temperature stability. There is a linear positive correlation between the complex shear modulus of activated rubber powder modified asphalt and the corresponding IE. The higher the IE is, the greater the corresponding complex shear modulus is. The complex shear modulus of activated rubber powder modified asphalt has a linear positive correlation with the corresponding PE, and the higher the PE, the greater the corresponding complex shear modulus. The effects of microwave activation on the apparent morphology and specific surface area of waste tire rubber powder before and after activation were analyzed by scanning electron microscope (SEM) and specific surface area test. the modification mechanism was analyzed and studied according to the performance change of rubber powder modified asphalt before and after activation. The experimental results show that many micropores are added to the rubber powder by microwave radiation, and these micropores increase the specific surface area of the rubber powder. The rubber powder treated by microwave showed different degrees of agglomeration, the spacing between particles became smaller, the surface pores increased, and with the increase of microwave treatment time, the agglomeration phenomenon increased, and the surface pores tended to be dense. The rubber powder treated by microwave showed similar "swelling" phenomenon, the pores increased and the specific surface area increased. The molecular weight of activated rubber powder modified asphalt was studied by gel osmotic chromatography (GPC). The relationship between the content of medium and small molecules and the properties of modified asphalt was analyzed, and the relationship between the interaction reaction (IE) and crosslinked (PE) and molecular weight was analyzed. The results show that LMS is positively correlated with the IE value of viscosity and complex shear modulus, that is, the IE value of viscosity or complex shear modulus increases, and the PE value also increases correspondingly. The filling effect of rubber powder particles in asphalt (that is, PE) should have little effect on LMS. The quality change and thermal stability of activated rubber powder modified asphalt during heating were analyzed by differential scanning thermogravimetric test (DSC). The experimental results show that microwave activation has little effect on mass loss and mass loss rate in thermogravimetric test of rubber powder modified asphalt.
【學(xué)位授予單位】:蘭州交通大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2017
【分類號】:U414
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 何亮;馬育;凌天清;馬濤;黃曉明;;橡膠改性瀝青及老化特征微觀尺度分析[J];功能材料;2015年21期
2 肖鵬;蔡冬艷;徐亞;;膠粉復(fù)合改性瀝青最佳制備工藝及其溶脹時間試驗研究[J];施工技術(shù);2015年18期
3 李紅;王守斌;;活化橡膠粉改性瀝青性能評價[J];公路;2015年07期
4 吳才軒;;基于化學(xué)組成對摻加Sasobit溫拌橡膠瀝青降粘機(jī)理的研究[J];公路工程;2015年02期
5 李曉燕;平路;汪海年;張琛;尤占平;;基于國內(nèi)外試驗方法的橡膠瀝青性能測試[J];交通運(yùn)輸工程學(xué)報;2015年01期
6 馬峰;傅珍;沙愛民;;基于熱分析質(zhì)譜聯(lián)用技術(shù)的瀝青老化機(jī)理研究[J];長安大學(xué)學(xué)報(自然科學(xué)版);2014年06期
7 葛澤峰;薛永兵;蘇深;李玉龍;李豐超;;廢舊輪胎橡膠改性瀝青的研究進(jìn)展[J];公路與汽運(yùn);2014年05期
8 李永麗;楚萬強(qiáng);;橡膠粉改性瀝青性能優(yōu)化實(shí)驗與作用機(jī)理分析[J];公路工程;2014年04期
9 于新;孫文浩;羅怡琳;吳建濤;;橡膠瀝青溫度敏感性評價方法研究[J];建筑材料學(xué)報;2013年02期
10 高建華;魏志峰;楚曉輝;李玉梅;;SHRP法評價膠粉及膠粉復(fù)合改性瀝青性能[J];中外公路;2011年05期
相關(guān)博士學(xué)位論文 前3條
1 何立平;基于DMA方法的橡膠瀝青粘彈特性和高溫性能研究[D];長安大學(xué);2014年
2 向麗;廢橡膠粉/SBS復(fù)合改性瀝青的機(jī)理和性能研究[D];中國石油大學(xué)(華東);2011年
3 王濤;廢舊塑料改性瀝青相容性研究[D];中國石油大學(xué);2010年
相關(guān)碩士學(xué)位論文 前9條
1 楊建芝;廢舊橡膠輪胎膠粉制備技術(shù)及其經(jīng)濟(jì)性研究[D];長安大學(xué);2014年
2 侯琨;廢舊輪胎膠粉制備技術(shù)的研究[D];長安大學(xué);2012年
3 魯鋒;廢舊輪胎熱解相關(guān)實(shí)驗研究[D];南開大學(xué);2010年
4 陸晶晶;橡膠瀝青性能影響因素與改性機(jī)理研究[D];長安大學(xué);2010年
5 王新寬;橡膠瀝青室內(nèi)制作及性能研究[D];長安大學(xué);2010年
6 朱德斌;廣東地區(qū)高速路橡膠瀝青應(yīng)用研究[D];華南理工大學(xué);2009年
7 付強(qiáng);橡膠瀝青應(yīng)用技術(shù)研究[D];長安大學(xué);2009年
8 趙靜;膠粉與膠粉復(fù)合改性瀝青的性能研究[D];長沙理工大學(xué);2008年
9 牛曉偉;廢膠粉的微波活化及其應(yīng)用研究[D];揚(yáng)州大學(xué);2006年
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