抑冰抗滑磨耗層的材料設(shè)計(jì)與路用性能分析
[Abstract]:The problem of road ice and snow is one of the main problems affecting traffic safety, which seriously affects the safety of people travelling, reduces the efficiency of vehicles, and increases the use cost of vehicles. Therefore, how to solve this problem is an important subject. The existing ice and snow removal technology has many shortcomings. Based on this, the paper puts forward the anti-skid wear layer, which combines the function of melting ice and snow with the idea of wear layer, and through the research on the ice suppression aggregate and the adhesive material in the lower layer. The appropriate design and application method of wear layer are put forward. Firstly, resin asphalt is used as binder to improve the compatibility of resin curing product and asphalt from two aspects of physical blending system and chemical reaction process. Through drawing test and trabecular bending test, the bond strength and low temperature performance of resin asphalt binder with different blending ratio were evaluated, and asphalt, resin, curing agent, turpentine, maleic anhydride were obtained. The ratio design of glycerol and other materials and two suitable preparation processes. Secondly, for the upper aggregate, it is necessary to have enough pores to absorb snow salt. In this paper, based on ceramsite, many aspects of research have been carried out. Through crushing test, water absorption test, wear value test and so on, the performance of ceramsite and ordinary andesite aggregate is evaluated. The attenuation changes of anti-slip and wear-resisting properties under polishing times were evaluated, and the suitable mixing ratio of ceramsite and andesite was obtained. Based on the research results of the first two parts, the overall performance of the wear layer is further studied. Through the analysis of the mechanism of ice suppression, the analysis of indoor melting ice test, the analysis of ice suppression salting-out test, the observation of outdoor spreading test, the observation of freezing test and the analysis of rainfall simulation test, etc., the property of melting ice and snow of wear layer is evaluated. In order to correct the admixture ratio of ceramsite and andesite. The sliding resistance of wear layer under different conditions was verified by pendulum tribometer. The abrasive peeling of wear layer before and after UV aging was evaluated by wheel grinder. Finally, the design method and application suggestion of the anti-skid layer are obtained.
【學(xué)位授予單位】:哈爾濱工業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2017
【分類號(hào)】:U414
【參考文獻(xiàn)】
相關(guān)期刊論文 前10條
1 馮德成;許勐;易軍艷;;樹(shù)脂瀝青紫外老化試驗(yàn)方法研究[J];公路;2014年07期
2 豆懷兵;劉狀壯;陳拴發(fā);邢明亮;;主動(dòng)融雪抑冰乳液的制備與性能研究[J];公路;2014年07期
3 張曉霞;劉慧星;賀中統(tǒng);高茜;;路面除冰雪技術(shù)研究[J];交通企業(yè)管理;2013年05期
4 張忠;劉紅瑩;李云霞;王前;;鹽化物融雪劑在高速公路建設(shè)中的應(yīng)用研究[J];公路工程;2012年06期
5 時(shí)建剛;孟勇軍;;抗凝冰涂料貯存穩(wěn)定性[J];公路交通科技;2012年04期
6 張占軍;閔召輝;黃衛(wèi);;不同交聯(lián)度環(huán)氧瀝青混合料低溫彎曲性能研究[J];中國(guó)公路學(xué)報(bào);2012年01期
7 曾德亮;馬志君;;抗凝冰涂料應(yīng)用技術(shù)研究[J];新型建筑材料;2011年10期
8 郭金禹;王樹(shù)軒;;緩蝕型氯化鈣融雪劑的開(kāi)發(fā)[J];鹽業(yè)與化工;2010年06期
9 林永波;李超;魏高亮;賀文靜;張婷婷;;顯色環(huán)保型融雪劑的研制[J];環(huán)境科學(xué)與管理;2010年03期
10 徐鵬宇;;融雪劑的研究現(xiàn)狀及未來(lái)發(fā)展方向[J];林業(yè)科技情報(bào);2008年04期
相關(guān)會(huì)議論文 前1條
1 湯筠筠;楊濤;;2008年冬季低溫雨雪冰凍災(zāi)害對(duì)公路交通影響分析[A];中國(guó)科學(xué)技術(shù)協(xié)會(huì)2008防災(zāi)減災(zāi)論壇論文集[C];2008年
相關(guān)博士學(xué)位論文 前3條
1 叢培良;環(huán)氧瀝青及其混合料的制備與性能研究[D];武漢理工大學(xué);2009年
2 王華軍;流體加熱道路融雪傳熱傳質(zhì)特性研究[D];天津大學(xué);2007年
3 周純秀;冰雪地區(qū)橡膠顆粒瀝青混合料應(yīng)用技術(shù)的研究[D];哈爾濱工業(yè)大學(xué);2006年
相關(guān)碩士學(xué)位論文 前10條
1 劉東旭;基于分異磨耗原理的瀝青混合料抗滑性能研究[D];哈爾濱工業(yè)大學(xué);2014年
2 張小瑞;基于集料性質(zhì)的瀝青混合料磨光特性研究[D];哈爾濱工業(yè)大學(xué);2013年
3 陳杰;鹽化物融雪瀝青路面耐久性及其融雪持久性研究[D];長(zhǎng)安大學(xué);2013年
4 尹海燕;路橋用高性能環(huán)氧瀝青材料的制備與性能研究[D];南京大學(xué);2013年
5 孫嶸蓉;緩釋蓄鹽瀝青混合料的研發(fā)及性能的評(píng)價(jià)[D];哈爾濱工業(yè)大學(xué);2012年
6 潘磊;高性能環(huán)氧瀝青的制備與性能表征[D];南京大學(xué);2011年
7 孫玉齊;鹽化物自融雪瀝青路面性能研究[D];長(zhǎng)安大學(xué);2011年
8 張麗娟;鹽化物融雪瀝青混合料研究[D];長(zhǎng)安大學(xué);2010年
9 亢陽(yáng);高性能環(huán)氧樹(shù)脂改性瀝青材料的制備與性能表征[D];東南大學(xué);2006年
10 李興龍;潤(rùn)揚(yáng)長(zhǎng)江大橋鋼橋面鋪裝試驗(yàn)段研究[D];東南大學(xué);2005年
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