下沟煤矿本煤层预抽钻孔合理封孔长度研究

封孔长度的合理性对于煤层预抽钻孔的抽采质量影响较大，当封孔长度较大时，不利于封孔段瓦斯的抽采，同时封孔成本增加，反之当封孔段长度较小时，若未封孔部分与煤壁裂隙导通，钻孔发生漏气又影响钻孔抽采质量。为确定合理的封孔长度，针对下沟煤矿302工作面特定的地质条件，采用单孔声波发射对巷道卸压区和应力集中区范围进行了研究，通过分析卸压区范围，确定了合理的封孔长度，并结合试验孔周边的预抽钻孔抽采数据，进行了验证分析，得出该工作面的合理封孔深度为8 m。     

基于双向耦合的东安513型发动机整机多物理场研究

以东安513型汽油发动机整机为例,基于ANSYS有限元分析软件对其进行流体场、瞬态温度场以及瞬态结构场的多物理场双向耦合研究,实现了对发动机实际工况下的有限元分析。研究了发动机整机在实际工况下的受力以及密封情况,并对现有发动机组合结构存在的密封缺陷进行优化调整。文中详细阐述了在分析过程中涉及到的关键技术和要点,并最终获得了发动机整机实际工作状态下的多个结果云图。根据分析结果云图可以发现,发动机在热载荷、螺栓预紧力以及爆破压力的共同影响下,会使整机发生一定的形变,这种变形会影响其工作状况下的密封性能。通过对分析结果的研究,最终选择调整螺栓预紧力的大小和分布来提高发动机密封性能。     

盐穴地下储气库密封性的测试与评价

对盐穴储气库系统密封性的测试与评价方法进行了详细介绍。测试方法选取原则、测试相关计算方法以及测试标准为储气库密封性测试的工程设计提供了详实的理论基础。     

The role of an interfacial interpenetrating polymer network formation on the adhesion of resin composite layers in immediate dentin sealing

The aim of this study was to evaluate the influence of chemical and physical processes at the resin-composite and composite-cement interface as a function of the resin composite's water exposure on the bond strength (BS) between these two components. The free-radical concentration was studied using electron paramagnetic resonance (EPR), while the chemical changes at the resin composite's surface were studied using attenuated total-reflection FTIR spectroscopy (ATR-FTIR). The free-radical concentration in the studied samples dropped to 10% in 24 h, indicating that prolonged BS values do not correlate with the free-radical concentration. An alternative bonding mechanism between the resin composite and the composite cement was proposed, based on the formation of an interpenetrating polymer network (IPN) layer at the interface. As proven using ATR-FTIR spectroscopy, changes occurred at the resin composite's surface as a consequence of water exposure, comprising the diffusion of water molecules into the resin composite. These changes reduced the diffusion rate of the composite cement's phosphorus-containing monomers into the resin composite, as shown by the linescan SEM-EDS analysis of phosphorus, thus reducing the thickness of the IPN layer at the interface and consequently reducing the BS between both components.This study reveals that the concentration of free radicals at the surface of the resin composite is only relevant immediately after the polymerisation to the bond strength between the resin composite and the composite cement. Therefore, an alternative explanation is given by applying the theory of the formation of a gradient IPN at the interface between the resin composite and the adhesive cement by changes in the rate of diffusion of the adhesive cement's monomers into the resin composite as a function of the resin composite's exposure to water.     

铁道客车DC600V电源装置门板密封条失效问题分析及改进建议

分析了铁道客车DC600V电源装置门板密封条失效的原因,提出了解决方案,并通过试验验证了其有效性。     

深海电机密封罩表面耐蚀防护

为提高深海电机密封罩的耐蚀性,采用电镀方法在其表面镀覆掺杂耐蚀纳米微粒的增强镍基复合薄膜。制定了电镀方案,剖析了其中涵盖的工艺要点,并考察了经镀膜防护处理的密封罩在模拟海水环境中的耐蚀性。结果表明:镀膜密封罩表现出较优的抑蚀阻蚀性能,表面腐蚀程度轻微。     

光整铝车轮表面无铬预处理

光整铝车轮对表面光泽要求高,而普通预处理工艺极易破坏其表面质量,导致失光或变色。采用双官能团自组装分子(SAM)无铬封闭预处理技术对光整铝车轮进行表面处理,讨论了预处理工艺流程,对影响光整铝车轮表面光泽和耐蚀性能的主要工艺参数进行了正交试验,获得了最佳的工艺参数:脱脂碱洗总碱点为6,无铬转化膜电导率为120μS/cm,SAM封闭电导率为160μS/cm。在此条件下对光整铝车轮表面进行预处理,然后喷涂丙烯酸透明粉,与经过普通预处理的试样进行对比,测试了涂膜性能。结果表明,经过SAM无铬封闭预处理的光整铝车轮,其表面光泽度保持率达97.7%,附着力0级。与普通预处理相比,SAM无铬封闭能显著提高光整铝车轮的耐蚀性能。     

硅粉生产装置平动筛进料口与出料口密封装置的改进

分析了硅粉生产装置平动筛进料口与出料口密封存在的问题,将柔性耐震带包裹连接密封改为石墨柔性填料密封,改造后的进、出料口密封性能更好,每年可节约物料损失费用、检修费用约115万元。     

自适应大流量安全阀的流固耦合分析与保压实验

为提高自适应大流量安全阀关键零件的可靠性及寿命,利用UG软件建立自适应大流量安全阀关键零件的三维模型,并借助ANSYS Fluent软件对其进行了网格划分,通过单向流固耦合分析得到了一级锥阀、二级差动阀芯等关键零件的应力、应变云图;为进一步研究自适应大流量安全阀的低压密封性,利用ZF-2WG液压支架阀综合实验台对其进行了6、14 MPa 2种不同压力的打压实验。仿真及实验结果表明：一级锥阀的锥面附近区域为应力集中区域,锥尖附近区域为应变集中区域;二级阀芯4个阻尼孔靠差动腔侧的出口处为应力集中区域,二级阀芯外环形差动腔接触流体区域为应变集中区域;通过操作控制P口压力为6、14 MPa,保压时间为120 s,压力值基本保持在设定值,保压效果非常理想。     

Ausbau des Stichkanals nach Salzgitter von SKS‐km 3,550 bis 14,918

Expansion of the branch channel to Salzgitter from SKS‐km 3,550 to 14,918 The branch channel to Salzgitter will be extended to the waterway category Vb in the next years. This will enable inland waterway vessels with a width of 11,45 m and a loaded draft of 2,80 m to run it without limitations. The reaches Wedtlenstedt and Üfingen will be extended in most areas to a trapezoidal cross section with a width at water level of 36,90 m and a water depth of 4,00 m. The exit basins of the locks will be extended on one side. Overall about 1 000 000 m² of soil will be moved. About 300 000 m² of clay sealing and 460 000 m² of rip‐rap will be installed. Three culverts have to be replaced by new constructions to adapt to the new cross section of the channel. In addition two bridges will be modified to allow for a clearance of 5,25 m. At present the plan approval procedure is carried out. It is expected to achieve the plan approval order in 2017. The construction is planned to start in 2018. Completion is scheduled for 2024.