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Energy Saving Additives《RAA WAC》for Production of Warm Asphalt Concrete

机译:节能添加剂“RAA WAC”用于生产温暖沥青混凝土

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Results of researches of influence of the additives developed by authors together with the enterprise of "Selena" for production of warm asphalt concrete of the series 《RAA WAC》on properties of bitumen and asphalt concrete in comparison with a known additive of Evotherm Jl are given in the real work. It is established that the studied additives at increase of their concentration in knitting a little reduce conditional viscosity of bitumen, raise tensile properties at a temperature of 25°C, practically don't influence softening temperature. It is shown that additives of 《RAA WAC-1》and 《RAA WAC-2》also, as well as Evotherm, significantly increase coupling of bitumen with mineral materials from sour breeds. Influence of the developed additives on physicomechanical characteristics of asphalt concrete at decrease in temperature of preparation of mix is investigated. It is shown that use of additives of 《RAA WAC-1》and 《RAA WAC-2》allows to reduce temperature of preparation of asphalt concrete mix to 120°C and to receive a composite with the properties meeting requirements of normative documents for hot asphalt concrete. It is established that long water resistance (up to 90 Days) is higher than warm asphalt concrete with an additives of the series 《RAA WAC?, than the traditional hot. The conducted researches showed possibility of decrease in temperature of consolidation of asphalt concrete mix to 100-110°C that will allow to increase the radius of transportation of asphalt concrete mix and to prolong a construction season.
机译:给出作者与“塞莱纳”企业对“RAA WAC”系列“RAA WAC”系列的生产作用的影响研究结果与EVOTHERM JL的已知添加剂相比,得到了“RAA WAC”系列“RAA WAC”。在真正的工作中。确定研究的添加剂在编织的浓度的增加时,在针织物的浓度略微降低沥青的条件粘度下,在25℃的温度下提高拉伸性能,实际上不影响软化温度。结果表明,“RAA WAC-1”和“RAA WAC-2”的添加剂以及EVOTHERM,显着增加沥青与来自酸种矿物质的沥青偶联。调查了发育添加剂对混合制备温度降低时沥青混凝土物理机械特性的影响。结果表明,使用“RAA WAC-1”和“RAA WAC-2”的添加剂允许将沥青混凝土混合物的制备温度降低到120℃并接收复合材料,以满足炎热的规范性文件的要求沥青混凝土。建立长的耐水性(长达90天)高于温暖的沥青混凝土,其系列“RAA WAC?比传统的热量”。进行的研究表明,沥青混凝土混合的固结温度降低的可能性将允许增加沥青混凝土混合的运输半径并延长施工季节。

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