共查询到20条相似文献,搜索用时 171 毫秒
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利用自主研发的废旧橡胶塑料复合改性剂制备了废旧橡塑改性沥青,通过室内试验评价了废旧橡塑改性沥青的技术性能.在此基础上,以废旧橡塑改性沥青作为胶结料制备了AC-13型沥青混合料,测试了其高温性能、低温性能、水稳定性和疲劳性能,并与山东省常用的SBS改性沥青和橡胶改性沥青技术性能进行了对比.结果表明:废旧橡塑改性沥青及其沥青混合料具有高温稳定性和水稳定性优势,低温性能介于橡胶改性沥青和SBS改性沥青之间,疲劳性能接近SBS改性沥青.利用废旧橡胶和废旧塑料的各自优势对沥青进行复合改性,在提高沥青混合料路用性能方面具有发展潜力. 相似文献
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以国内道路工程中常用的基质沥青与橡胶粉拌制橡胶沥青混合料,然后通过大量室内车辙试验对橡胶沥青混合料动稳定度与橡胶沥青胶结料177℃旋转黏度、软化点、针入度之间的相关性进行研究.结果表明:橡胶沥青混合料动稳定度与胶结料177℃旋转黏度及软化点之间相关性良好,胶结料177℃旋转黏度及软化点可以作为橡胶沥青混合料高温性能的评价指标.美国评价标准(ASTM D 6144—97)中177℃旋转黏度与软化点值偏低,如按该标准进行胶结料的质量控制,沥青混合料动稳定度可能难以满足国内关于聚合物改性沥青规范(JTJ F40—2004)的要求,故在室内试验的基础上,结合国内实际工程的经验,提出了橡胶沥青混合料高温性能评价指标值.橡胶沥青混合料高温性能受到不同性质橡胶粉的影响很大. 相似文献
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Peipei KONG Gang XU Xianhua CHEN Xiangdong SHI Jie ZHOU 《Frontiers of Structural and Civil Engineering》2021,15(6):1390-1399
High viscosity asphalt (HVA) has been a great success as a drainage pavement material. However, the larger porosity of drainage asphalt mixtures weakens the cohesion and adhesion and leads to premature rutting, water damage, spalling and cracking. The purpose of this study was to investigate the rheological properties of HVA prepared using different high viscosity modifiers through conventional tests, Brookfield viscosity tests, dynamic shear rheometer tests and bending beam rheometer tests. The conventional performance results demonstrated SBS + rubber asphalt (SRA-1/2) exhibited excellent elastic recovery and low-temperature flexibility. The 60°C dynamic viscosity results indicated TPS + rubber asphalt (TRA) had the excellent adhesion. The rotational viscosity results and rheological results indicated that SRA-2 not only exhibited excellent temperature stability and workability, as well as excellent resistance to deformation and rutting resistance, but also exhibited excellent low-temperature cracking resistance and relaxation performance. Based on rheological results, the PG classification of HVA was 16% rubber + asphalt for PG76-22, 20% rubber + asphalt for PG88-22, TRA and SRA-1/2 for PG88-28. From comprehensive evaluation of the viscosity, temperature stability and sensitivity, as well as high/low temperature performance of HVA, SRA-2 was found to be more suited to the requirements of drainage asphalt pavement materials. 相似文献
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针对沥青混合料的低温问题,选取约束试件温度应力试验和TPS,湖沥青及Sasobit三种改性剂进行了沥青混合料的低温性能试验,通过试验结果可知,TPS对低温性能的改善最好,其次是Sasobit,湖沥青最差。 相似文献
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环保型脲醛胶粘剂及其人造板的制备与研究 总被引:1,自引:0,他引:1
研究了脲醛树脂胶粘剂的改性及制板工艺对脲醛胶人造板甲醛释放量的影响。脲醛胶的改性方法主要涉及采用脱水工艺和加入聚乙烯醇、三聚氰胺、羟基丙烯酸酯乳液改性剂;人造板的制备工艺主要涉及胶粘剂种类和制板工艺条件。研究表明,加入改性剂及采用脱水工艺不仅能降低脲醛胶的游离甲醛含量,并且粘合强度也得到相应的提高;使用改性脲醛胶粘剂可以明显降低人造板的甲醛释放量;制板工艺中,延长预压时间和热压时间都能够有效地降低人造板的甲醛释放量;提高热压温度时,甲醛释放量呈现先减小后增大的变化趋势。还对脲醛树脂的分子结构进行了分析研究。 相似文献
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TPS高粘度改性沥青在OGFC路面中的应用研究 总被引:1,自引:0,他引:1
介绍了排水性沥青混合料结合料的发展与现状,对TPS改性沥青的性能作了评价,就TPS在降噪排水路面中的应用进行了研究,研究表明,使用TPS高粘度改性沥青可以很好地满足OGFC排水性沥青路面的路用性能要求。 相似文献
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Duroflex是引进德国的沥青混合料添加剂,主要成分为聚合物弹性体和纤维。在沥青中加入这种添加剂,可使基质沥青高温稳定性、低温抗裂性和抗老化性提高,与SBS类改性剂比较,具有节能减排的特点。经对上海浦东航津路工程实践,确定了热料仓各档集料和矿粉比例,最佳沥青用量(5.6%)、木质纤维素用量(0.30%)和Duroflex添加剂用量(0.80%);施工后,体会到动稳定大幅度提高,施工和易性也非常好。 相似文献
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为得到能准确区分高黏改性沥青高温性能的评价指标,分别对3种高黏改性沥青(高黏改性剂掺量均为12%)及基质沥青进行滞后环、动态剪切流变(DSR)和软化点等试验,并采用沥青混合料车辙试验进行了验证,基于沥青混合料试验结果对3种高黏改性沥青的高温性能评价指标作了一致性和区分度分析.结果表明:3种高黏改性剂的掺入均可提高基质沥青的黏弹特性和高温性能,但改性效果不同;不同高温评价指标基本能对3种高黏改性沥青的高温性能做出一致性评价,但区分能力不同,其中滞后环试验技术指标和Carreau模型拟合的零剪切黏度(ZSV)值区分度和评价效果最好,而车辙因子和软化点较差. 相似文献
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The energy use in buildings has to be decreased to reach the targets and regulations in the European Union. One way of reducing the energy demand is to use vacuum insulation panels (VIP) in the building envelope. To make sure the declared thermal properties of the VIP are valid for the mounted panels, in situ measurements are needed. The transient plane source (TPS) method allows fast measurement of the thermal properties of a variety of materials. However, the large anisotropy of the VIP makes it hard to interpret the temperature increase in the TPS sensor. This paper presents a comparison between an analytical solution, numerical simulations and TPS measurements of polystyrene and polystyrene with aluminum film. Polystyrene and aluminum were used instead of VIP to increase the number of setups. The numerical simulation model was validated by comparing the simulated temperature increase with an analytical solution for the polystyrene sample. The simulated temperature increase in the polystyrene sample after 40 s was 7.8% higher than the TPS measurements. For the case with polystyrene with aluminum film, the deviation was 5.7%. Losses in the wires of the TPS sensor, uncertainties regarding the material parameters and surface resistances could explain the deviations. 相似文献
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《岩石力学与岩土工程学报(英文版)》2022,14(3):674-688
It is important to understand the process of multiphase carbon dioxide (CO2) leakage in faults for the risk assessment of carbon capture and storage (CCS). To quantitatively characterize the CO2 leakage process in the fault, pressure sensors, fiber Bragg grating (FBG) temperature and strain sensors were simultaneously used to monitor CO2 leakage in the fault. Ten experiments were carried out, including five groups of gaseous CO2 leakage tests with initial pressures of 1–5 MPa and five groups of liquid CO2 leakage tests with initial pressures of 6–10 MPa. The results indicate that when liquid CO2 leaked with an initial pressure of 7–10 MPa, the pressure and temperature of CO2 dropped rapidly in the first few seconds and then remained unchanged. The behavior that CO2 continues to leak while maintaining temperature and pressure unchanged is defined as “temporary pseudo-sealing (TPS)” behavior, which continues for the first 1/3 of the leakage period. However, this TPS behavior did not occur in gaseous CO2 leakage. If only the pressure and temperature data were used to evaluate whether CO2 leakage occurred, we would misjudge the risk of leakage in CCS projects during the TPS period. The causes and conditions of TPS behavior were further studied experimentally. The results show that: (1) TPS behavior is caused by the phase transition energy generated when liquid CO2 leaks. (2) The condition for TPS behavior is a small leak aperture (0.2 mm). Only a small leakage rate can make the phase transition energy and pressure change from a dynamic equilibrium, and (3) The compression zone caused by the Bernoulli effect and fault “barrier” could reduce the CO2 leakage rate and further promote the occurrence of TPS behavior. This study provides technical and theoretical support for the quantitative characterization of the CO2 leakage process in faults of CCS projects. 相似文献