以橡胶屑为添加剂,改善蜡灰混凝土混合料的性能

Sherif Mostafa, A. Wahdan, H. Mahdy
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摘要

半个多世纪以来,埃及道路建设中使用的沥青水泥都是由红海地区的原油蒸馏而成的。在70年代早期,苏伊士炼油厂的生产停止了,沥青水泥是从埃及西部沙漠中新发现的原油油田生产的。然而,许多问题都伴随着路面边缘和中间路缘附近的严重蠕变,路面的使用寿命从15年下降到3年左右。本研究研究了在沥青混合料中按1%、2%、3%、4%、5%的比例添加再生轮胎橡胶屑作为添加剂,对提高蜡质沥青性能的影响,并与3个对照样品进行了比较。采用马歇尔法确定了最佳沥青掺量。根据每种混合料的沥青需求设置沥青范围区域。交通量与稳定性之间的关系,描述了不同比例使用添加剂的效果,以及流量、稳定性和渗透值。本研究中使用的再生轮胎橡胶屑作为添加剂改善了含蜡沥青混合料的性能,建议在重型交通荷载下使用,因为当橡胶屑的添加比例从1%增加到5%时,其marshal稳定性从1029 kg增加到1252 kg。此外,建议在温暖的天气,贯深试验结果从2.96 mm增加到3.025 mm,车辙轮跟踪试验值在10000次时下降到2.2 mm深度。结果表明,在沥青中添加5%的橡胶屑时,将橡胶屑的掺量从1%增加到5%(4.5%),将流量值从2.96 mm增加到3.025 mm,流量值略有增加;在25℃时,将橡胶屑的掺量从1%增加到5%,渗透值下降,直至达到42 mm。结果表明,在10000道次时,LWTR值下降了2.2 mm。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
IMPROVE THE WAXY ASHPALT CONCRETE MIXTURE PROPERTIES USING CRUMB RUBBER AS AN ADDITIVES
For more than half a century, asphalt cement used in Egyptian road construction was produced by distillation of crude oils from the fields in the Red Sea area. At the early seventies, the production from the Suez refinery was halted, and asphalt cement was produced from newly discovered crude oil fields in the Egyptian western desert. However, many problems were accompanied by severe creep deformations towards pavement edges and near the median curbs, and Pavement service life dropped from 15 years to about 3 years. This research had studied the effect of adding Crumb Rubber from recycled tires as additive in the mixture by rations 1%, 2%, 3%, 4%, and 5% to bitumen in the asphalt mixture to improve the performance of the waxy asphalt and compare the result with 3 control samples. The optimum bitumen content was determined using the Marshall method. The bitumen range region was set according to each mixture's bitumen demand. The relationship between traffic volume and stability describing the effect of applying the additive by varied ratios will be tabulated, as well as the flow, stability, and penetration values. Using Crumb Rubber from recycled tires as additive used in this study improved the waxy asphalt mixture properties and it is recommended to be used under heavy traffic loads as the marshal stability results show ascending increase from 1029 kg to 1252 kg by increasing the percentage of Crumb Rubber as additive from 1% to 5%. Also, it is recommended in warm weather as the penetration test results show increasing values from 2.96 mm to 3.025 mm and decrease in rutting wheel tracking test value reached 2.2 mm depth at 10000 total Passes. The results show a slight increase in flow values by increasing from 2.96 mm to 3.025 mm by increasing the percentage of Crumb Rubber as additive from 1% to 5% (4.5%) more than control sample at 5% Crumb Rubber as an additive to bitumen The results show a decrease in penetration value by increasing the percentage of the Crumb Rubber as additive from 1% to 5% as additive till reached 42 mm at 25°C. The results show a decrease in LWTR value reached 2.2 mm depth at 10000 total Passes.
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