采煤机大功率截割部加载试验的方法

介绍了采煤机大功率截割部加载试验的一种新的实现方法,同时阐述了加载试验的工作原理、主要组成部分和主要技术特点。     

新型液压绳轮高位翻卸装车机的研发

新型液压绳轮高位翻卸装车机可实现高位翻卸矿车和高位装车2种功能,系统采用液压驱动,电气和液压联合控制,电气部分采用PLC集中编程全自动控制,节省人力、工人工作环境好、生产效率高。经过在龙口矿业集团北皂煤矿运行1 a验证,运行情况良好,完全达到了设计要求。     

液压负载模拟器的分析与设计

对液压负载模拟器进行了深入分析和研究。针对机液负载模拟器、电液负载模拟器和加载液压马达壳体同步反馈型电液负载模拟器3种结构型式,分析了各自的优缺点。最后,以电液负载模拟器为例,提出了按加载梯度选择最佳动力参数的方法和一种能有效减少多余力的复合控制方法     

LUBRICATION FILM FORMATION MECHANISM OF SLIPPER PAIRS IN LOW SPEED HIGH TORQUE HYDRAULIC MOTORS

Pressure-flow analytical formulas of lubrication film of slipper pairs on camshaft connect- ing rod type low speed high torque (LSHT) hydraulic motors are put forward. The bottom surface of slipper pairs is rectangle, and the effect of squeeze flow and pressure differential flow is considered. The dynamic process of lubrication film formation through squeezing is numerically studied by com- puter simulation. Effects of supply pressure, initial lubrication film thickness, velocity damping coef- ficient, loading impact and gravity, etc are studied. Advantages of novel slipper pairs with large oil cavity area are pointed out.     

Numerical investigation of fracture behavior of tunnel by excavation loading

A rock failure process analysis model, RFPA2D code, a two-dimensional numerical code, were proposed. The code not only satisfied the global equilibrium, strain consistent and nonlinear constitutive relationship of rock and soil materials but also took into account the heterogeneous characteristics of rock materials at macroscopic and microscopically level. The failure behavior of tunnel could be simulated by this numerical model. The model could realistically simulate the fracture behavior of tunnel by excavation loading, strength limits, and post peak response for both tension and compression. As the proposed method was used to conduct the stability analysis of tunnel, the safety factor of tunnel was defined as the ratio of actual shear strength parameter to critical failure shear strength parameter. Not only the safety factor of tunnel with specific physics meaning can be obtained, but also the overall failure process and the location of failure surface may also be determined at the same time.     

曝气生物滤池去除受污染饮用水源水中的氨氮

采用曝气生物滤池(BAF)对受污染水源水进行了除氨氮效果研究,结果表明,当原水氨氮质量浓度在0.240～1.407 mg/L范围内时,氨氮平均去除率为83%,进水氨氮的质量浓度人工增加至O.717～12.455 mg/L时,氨氮平均去除率为88%,具有较好的氨氮去除效率和抗冲击负荷能力;同时探讨了进水氨氮容积负荷对氨氮去除效果的影响.     

端承长桩下长短桩基础的受荷过程分析

针对端承长桩下长短桩桩筏基础这一新基础类型,运用三维弹塑性有限元方法数值模拟了外荷载分级施加过程中,基础中长桩、短桩以及垫层的荷载和位移变化曲线以及长短桩之间荷载的分担关系,从而有利于更深刻地理解端承长桩下长短桩桩基础的受荷与变形机理。     

RC框架梁柱组合件抗震性能试验研究

为提高钢筋混凝土(RC)梁的变形能力,考虑在其塑性铰区采用高延性混凝土(HDC)代替普通混凝土。共设计6个剪跨比为3.6的RC梁试件,包含5个塑性铰区采用HDC的试件和1个RC对比试件。考虑HDC区长度、纵筋配筋率以及配筋方式和梁端配箍率的影响,研究试件在低周反复荷载下的滞回特性、变形能力及耗能能力。结果表明：与RC梁相比,塑性铰区采用HDC后,试件的破坏形态由弯剪破坏向弯曲破坏转变,延性和耗能能力均得到显著提高;纵筋配筋率、配筋方式相同时,在梁端塑性铰区采用HDC,试件的位移延性系数和极限位移角分别提高30%和53%,而同时采用HDC和箍筋时分别相应提高33%和76%;梁端局部采用HDC替换混凝土可减少箍筋用量;梁端塑性铰区的HDC长度对试件延性的影响较小。分别计算塑性铰区采用HDC梁在开裂荷载、屈服荷载、峰值荷载、极限荷载时的顶点位移,其计算值与试验值吻合较好。     

体积补偿式正压漏孔校准方法改进分析

针对被校漏孔接头种类繁多,接头漏气难以避免且其值测量不方便的问题。采用两种方式进行修正:一方面利用进退活塞得到两个修正的体积系数,推导出接头漏气和漏孔漏率引起的差压变化之比的测试方法,用以修正接头漏气的影响;另一方面通过粘滞流公式推导出微小压力差下气体漏率与压力差近似成正比。通过调整校准室的压力,利用差分的原理减少漏气对校准结果的影响。两种修正方式的采取,解决了常规漏孔接头漏气难以原位测量或减小到可以忽略的问题,降低了对被校漏孔接头的要求,提升了体积补偿法的测量准确度和工作效率,同时将校准下限延伸到10^-7Pa·m³/s。     

脉冲电流对Al-Cu-Mg合金凝固过程中热裂纹的影响

通过施加脉冲电流,采用自行设计的低频中压脉冲电源研究了脉冲电流对Al-Cu-Mg合金凝固过程中热裂纹的影响。结果表明,脉冲电流可以有效抑制热裂纹的产生与扩展,在脉冲频率0~400 Hz范围内,随着脉冲频率的增加,裂纹体积在下降,在400 Hz的时候,裂纹体积最小达到43.18 mm~3,但继续增加脉冲电流频率,裂纹体积在增加。