浅析沥青砼路面施工中质量控制的要点

沥青路面在世界各国采用近百年，从科研设计到施工均有一套完整的理论作为指导，然而由于各地气候条件、施工手段、原材料各异，使这一科学具有复杂和多变性，根据公司施工中存在的问题和自己的经验，提出了对影响沥青砼工程质量的几点看法。     

Biomaterials and Their Potentialities as Additives in Bitumen Technology: A Review

The carbon footprint reduction mandate and other eco-friendly policies currently in place are constantly driving the trend of the synthesis and application of sustainable functional materials. The bitumen industry is not an exception to this trend and, every day, new technologies that facilitate safer, cost effective and more sustainable industrial processes and road paving operations are being researched and brought to light. A lot of research is currently ongoing to improve bitumen’s properties due to its use as a binder in road paving processes. Over the years, the most common method to improve bitumen’s properties has been with the use of additives. The major drawback in the use of these additives is the fact that they are substances of strong chemical nature which are either too acidic, too basic or emit toxic fumes and volatile organic compounds into the environment. In the long run, these chemicals are also toxic to the road pavement personnel that carry out the day to day industrial and paving operations. This led researchers to the initiative of synthesizing and applying biomaterials to be used as additives for bitumen. In this light, several studies have investigated the use of substances such as bio-oils, natural waxes, gum, polysaccharides and natural rubber. This literature review is aimed at classifying the different bio-based materials used to improve bitumen’s properties and to provide a deeper knowledge of the application of these biomaterials in bitumen technology. In general, we highlight how the research efforts elaborated herein could potentially foster safer, sustainable, eco-friendly approaches to improving bitumen’s properties while also promoting a circular economy.     

Markierung von Humanserumalbumin mit 131J durch elektrochemische Oxydation von Jodid zum Jod

Es wird über eine Methode und deren optimale Bedingungen berichtet, die eine schnelle, schonende und fernbediente Markierung von Humanserumalbumin mit ¹³¹ J gestattet. Die Markierungsausbeuten, bezogen auf das eingesetzte Jod, sind gut reproduzierbar und liegen bei über 90%.     

芜湖市银湖路刚改柔工程沥青混合料配合比设计

在芜湖市银湖路刚改柔工程中，工程设计人员通过选择合适的级配与沥青结合料，经过室内马歇尔试验与路用性能试验，确定最佳的配合比使该工程上下面层沥青混合料的高温稳定性、水稳定性均能满足芜湖地区高温多雨以及大交通量的要求。     

双氧水氧化废轮胎胶粉在改性沥青中的应用

采用双氧水对废轮胎胶粉进行表面氧化改性,将氧化改性胶粉用于制备胶粉改性沥青.通过XPS表征证明氧化改性胶粉表面的C—O和C=O的含量显著增加.通过多因素正交试验方法研究氧化剂用量、氧化温度及氧化时间对胶粉改性沥青的25,℃针入度、软化点和5,℃延度等主要性能指标的影响.运用极差分析法和方差分析法探讨了各影响因素对改性沥青性能的敏感性,发现氧化温度对改性沥青性能指标的影响最大,并提出了胶粉氧化改性的最佳反应条件为:氧化剂用量10,m L,氧化温度80,℃,氧化时间3,h.氧化胶粉改性沥青在不使用界面改性剂的条件下,能够使5,℃延度提高到11.6,cm,主要性能指标达到美国废轮胎胶粉改性沥青标准,说明废轮胎胶粉的表面氧化能够显著提高胶粉与沥青的界面结合强度.     

SBS物理和化学改性沥青混合料抗车辙能力分析

通过对SBS(苯乙烯丁二烯苯乙烯嵌段共聚物)物理和化学改性沥青的动态剪切流变试验(DSR)及其改性沥青混合料的马歇尔、车辙和APA(沥青路面分析)车辙试验,对比分析了2种类型改性沥青对沥青混合料抗车辙能力产生的不同影响.由车辙试验结果可知:化学改性沥青混合料的动稳定度为物理改性沥青混合料的1.5倍以上,表明化学改性沥青混合料抗车辙能力好于物理改性沥青混合料,而美国SHRP的APA车辙试验结果也得到了相同的结论.     

Bitumen/polyethylene blends: using m-LLDPEs to improve stability and viscoelastic properties

The stability and the rheological properties of blends of a 60/70 penetration-grade bitumen with conventional HDPEs and metallocene catalysed LLDPEs (m-LLDPE) are investigated. Considerably better stability results are obtained using m-LLDPEs instead of conventional polyethylenes, allowing one to avoid phase separation of the emulsion-like system during storage at high temperature. Thermodynamical interaction between bitumen and polyethylene is discarded as a cause of the observed difference, because the solubility parameter is practically the same for all the investigated polyethylenes. The result is explained on the basis of the lower melt elasticity of m-LLDPEs (attributed to their narrow molecular weight distribution), which facilitates the drop breakup during mixing process. The modification of bitumen with any of the m-LLDPEs considered in this work gives a new material with considerably improved viscoelastic properties.     

Aging Process Effects on the Characteristics of Vacuum Residue Oxidation Products with the Addition of Crumb Rubber

This paper considers the effect of aging processes on viscoelastic characteristics of vacuum residue oxidation products modified with crumb rubber. Viscoelastic properties were compared to original bitumen raw material-vacuum residue and vacuum residue oxidation products during short-term and long-term aging. The complex shear modulus of the vacuum residue and its oxidation products decreased with an increase in temperature. Short-term aging resulted in increased shear modulus for all samples.The vacuum residue oxidation product modified with crumb rubber had the maximum values of the rutting parameter and fatigue parameter. There was an expansion of the temperature range of plasticity: for the vacuum residue oxidation product with crumb rubber, its value was 67.2 °C. The curves of the black diagram of the modified vacuum residue oxidation product are shifted towards smaller phase angles with the increase in the shear modulus, which indicates the increase in the stiffness and elasticity of the rubber bitumen binders. The vacuum residue oxidation product modified with crumb rubber corresponded to the rubber bitumen binder of the grade RBB 60/90, according to its physical and mechanical indicators.     

沥青生产过程的线性回归控制

本文利用线性回归的方法给出沥青软化点与电阻率和温度的函数关系式。     

考虑剪切性能的泡沫沥青混合料配合比设计

在传统泡沫沥青冷再生混合料配合比设计的基础上,基于摩尔–库伦强度理论,提出考虑抗拉、抗水损和抗剪切性能的泡沫沥青用量综合指标,优化了泡沫沥青冷再生混合料配合比设计方法.同时为解决车辙试验试件成型复杂、耗材多、耗时长等缺陷,提出基于标准马歇尔试件的单轴贯入试验对混合料高温抗剪切性能进行评价,为设计和检验高抗剪泡沫沥青冷再...