阳安二线膨胀土填料改良研究

拟建阳安二线沿线膨胀土广泛分布,膨胀土不能直接作为路基填料,如果选取合格填料,运距较远、投资大,而且挖方地段的膨胀土又得弃掉、占地多,极不经济。通过选取现场两处代表性取土场取样,生石灰粉作添加剂,按4%、6%、8%、10%四个级别的掺入比做室内改良试验,试验表明:生石灰掺入比大于4%改良后,能达到消除膨胀性的目的,改良土有较好的水稳性和较高的强度,能满足设计要求;改良土较原膨胀土有较高的抗压强度和剪切强度,且随生石灰的掺入比增加而增大;得出了路基不同部位、不同膨胀级别膨胀土的生石灰粉掺入比,为阳安二线路基填料设计提供了理论依据。     

直线电机地铁车辆如何降低制动磨耗

由于直线电机车辆的固有特性及某轨道交通线路的运营特点,实施电制动时,导致空气制动被迫频繁补充,造成制动磨耗件消耗较快。介绍了改造前、后制动闸片、制动盘及制动施加情况,并进行了经济分析。通过改善空气制动施加逻辑及更换新型号的闸片,制动磨耗量明显降低,可大幅降低运营成本。     

预应力混凝土槽形梁静力行为研究

为了解槽形梁静力行为,进行了一片预制预应力混凝土槽形梁的模型试验,分别考虑跨中最大弯矩及梁端最大剪力两种荷载工况对试验模型进行加载,测试了试验模型的控制断面的应力、变形.并采用非线性有限元分析方法对槽形梁的力学特性进行了研究.试验和研究得到了如下结论:该槽形梁的剪力滞效应较为突出,具有明显的开口薄壁杆件特征,底板的空间板效应明显,在设计荷载作用下结构处于线弹性状态,具有一定的安全储备.     

120阀试验过程的计算机仿真——紧急阀模型及仿真结果

建立了１２０紧急阀和试验台计算仿真模型，仿真了１２０紧急阀在试验台上的试验过程，结果表明：该模型能很好的仿真１２０阀在试验台上紧急阀试验，利用模型预测了试验台管径变化对紧急阀试验性能的影响，计算发现：管径主要影响紧急灵敏度和列车管排气时间。压力表安装位置分析表明：对于气体流速较快工况，测量结果与压力表的位置相关性较大，需要慎性确定压力表位置。该工作为试验台设计、试验规范制定和１２０紧急阀性能改进提     

橡胶沥青性能影响因素的试验研究

为了正确控制橡胶沥青工艺,采用不同胶粉种类、胶粉细度、拌和温度、基质沥青类型等制备橡胶沥青,进行针入度、软化点、弹性恢复以及SHRP等试验,分别测试橡胶沥青的高温性能、低温性能、抗老化性能等,研究各因素对橡胶沥青性能的影响,得出20目橡胶粉掺量以16%~18%较为合适的结果。     

Dynamic model for ride comfort evaluations of the rubber-tired light rail vehicle

The dynamic model was developed to evaluate vibration accelerations and ride comforts during the running of the Korean-standardised rubber-tired light rail vehicle. Ride comfort indexes were analysed and tested in accordance with UIC 513R by using the dynamic model and the actual vehicle in the test track. Based on the comparisons between analysis results and test results, the validity of the developed dynamic model was evaluated. It was verified whether or not the developed Korean-standardised rubber-tired light rail vehicle met the specified target specification on ride comfort. In addition, the influence of the wearing of guide wheels on ride comfort was estimated.     

Indirect method for wheel–rail force measurement and derailment evaluation

Wheel set flange derailment criteria for railway vehicles are derived and the influence of wheel–rail contact parameters is studied. An indirect method for wheel–rail force measurement based on these derailment evaluation criteria is proposed. Laboratory tests for the calibration of strain–force devices on the bearing box are carried out to determine the relationship between the applied force and the measured strain. The simulation package, SIMPACK, is used to develop a passenger car model to generate wheel–rail forces and vibration signals. Different cases are considered in this model to provide an accurate validation of the identified wheel–rail forces. A feasibility test is conducted in the Beijing Loop test line using a passenger car equipped with a set of strain gauges on the wheel set. The comparison of the force time history applied to the instrumented wheel set and that obtained using the indirect method is presented.     

砂、石材料坚固性试验的研究

通过进行砂、石材料坚固性直接冻融和硫酸钠法的对比试验,总结出对工程耐久性的影响和两种方法不可替代的关系。     

公路工程施工要点及其控制

简述了公路面层及基层施工控制要点,并介绍了施工过程中需要的各种检测,以便及时反馈,做好施工控制工作,对保证沥青混凝土路面的施工质量,具有一定的指导意义。     

基于LabVIEW和PXI的电力机车电气综合性能测试系统

介绍了电力机车电气综合性能测试平台的基本组成,从硬件平台、软件设计等方面详细分析了基于LabVIEW和PXI的电力机车电气综合性能测试系统的开发应用。