端盖双滑块+斜顶3次复合抽芯机构注射模设计

针对塑件注射成型自动化实施困难问题， 设计了一副单点潜浇口、两板式2次开模注射模来解决这一难题。模具布局为1模2腔。模具中单腔的机构设置情况为：（1）定模侧，设计了一个油缸驱动的定模顶出机构；动模侧，设置了2个特殊的斜顶+滑块复合机构、1个万能斜顶机构、1个隧道滑块机构、及1个顶针顶出机构；（2）定模顶出机构由油缸驱动定模顶出板以驱动6根斜顶杆来对6个倒扣特征进行自动脱模；（3）2个特殊的复合机构分别为：双滑块+斜顶3次复合抽芯机构、单滑块斜顶两次抽芯机构；此2个机构的作用是，通过斜导柱驱动滑块，从而2次驱动滑块内的斜顶实施2次抽芯，来到达塑件局部区域多次多向抽芯的目的；（4）机构中，使用万能斜顶机构能有效减小模具高度尺寸；使用隧道滑块斜抽芯机构，动模一侧增加1次模板开模打开来驱动隧道滑块实施斜抽芯，能有效利用模具开模动力，降低模具制造成本。     

双层复合衬砌隧洞运行安全预警监控指标研究

双层复合衬砌结构是一种新型隧洞衬砌结构型式,其外衬承受外部水土压力,内衬承受内水压力,体现了"结构联合、功能独立"的新型输水隧洞设计理念,目前该衬砌型式已成功应用到我国北方某输水工程中,如何确定双层复合衬砌隧洞安全预警监控指标是工程运行管理的重点和难点。本文基于以往研究成果,提出了工程结构监控指标及监控阈值确定的统一技术路径;根据双层复合衬砌结构受力特点,开展可能破坏模式分析;基于破坏模式与监测量的敏感性分析,提出层间渗压作为双层复合衬砌隧洞结构核心监控指标,内衬处的钢筋计测值以及外衬处的测缝计测值作为辅助监控指标,为双层复合衬砌隧洞安全运行提供借鉴和参考。     

Study on the difference of dispersion behavior between hydrogen and methane in utility tunnel

Compared to liquid/gas hydrogen tank, the pipeline is an economical way for hydrogen transportation. With the quick development of utility tunnel in China, hydrogen pipeline enters the gas compartment can be expected soon. However, all the safety requirements of the gas compartment in the current standards are designed for natural gas, and the applicability for hydrogen is unknown. Therefore, a series of studies were started to investigate the safety of hydrogen in utility tunnel. In this work, a real utility tunnel locates at Shanghai was selected as the physical object. A 3D numerical model was built and successfully validated by a scaled tunnel test. The model has the maximum deviation of +9.5%. After that, a comparatively study of the dispersion behavior of CH₄ and H₂ was conducted. The assumed scenario was a 20 mm small-hole leaks with gauge pressure of 1.0 MPa in the middle of the tunnel. Numerical results shown that, H₂ has a larger dispersion velocity and higher concentration, and is more dangerous compared to CH₄. The current emergency ventilation strategy of air change rate of 12 times/h is not effective enough to dilute the H₂ flammable cloud. The alarm time of the testing points shown strong linear law. There was a sharp variation in the range of 20%–100% LFL (Lower Flammable Limit), so the alarm strategy in the tunnel standards is too ideal for both CH₄ and H₂. The numerical results in the present study could provide a guidance for the design and safety management of the hydrogen tunnel.     

Methodology for the application of velocimetry by molecular tagging of hypersonic flows

A laser-induced NO fluorescence technique was applied to measure velocity in a hypersonic shock tunnel nozzle exit. For the application of the technique, a detailed study of the density and fluorescence lifetime of the tracer radical, flow velocity and effective test time is proposed, resulting in a methodology for the application of the technique in hypersonic pulsed facilities. The study has demonstrated that it is necessary to jointly evaluate the flow velocity, the fluorescence lifetime of the radical and the width at half height of the laser beam, resulting in a kind of indicator for the feasibility of the technique. The variation of the laser incidence time with respect to the Pitot signal showed that it is not enough to select a stable Pitot pressure signal region to define the laser incidence time, preliminary trial and error analysis are necessary for each device used. Furthermore, the analysis of the velocity values calculated from the linear fit method shows that the adoption of such a method eliminates the effect of the systematic error of the measurements.     

Failure behavior of horseshoe-shaped tunnel in hard rock under high stress: Phenomenon and mechanisms

A particle flow code (PFC) was first applied to examining the mechanical response of a horseshoe-shaped opening in prismatic rock models under biaxial compression. Next, an improved complex variable method was proposed to derive the stress distribution around the opening. Lastly, a case study of tunnel failure caused by rock burst in Jinping II Hydropower Station was further analyzed and discussed. The results manifest that a total of four types of cracks occur around the opening under low lateral confining stress, namely, the primary-tensile cracks on the roof-floor, sidewall cracks on the sidewalls, secondary-tensile cracks on the corners and shear cracks along the diagonals. As the confining stress increases, the tensile cracks gradually disappear whilst the spalling failure becomes severe. Overall, the failure phenomenon of the modelled tunnel agrees well with that of the practical headrace tunnel, and the crack initiation mechanisms can be clearly clarified by the analytical stress distribution.     

高瓦斯长大隧道施工通风模拟研究

根据不同隧道施工实际，长大隧道的通风通常选择压入式通风或者成本较高通风效果好的巷道式通风，二者有各自的优缺点。高效、经济的通风是保障高瓦斯隧道安全施工的关键因素之一，通风方式的选择至关重要，合理的通风方式能有效稀释瓦斯浓度，并能够节约施工成本。结合高瓦斯长大隧道工程实际，完成了该隧道施工通风参数计算，采用计算流体动力学软件Fluent构建了不同通风方式下瓦斯隧道施工通风数值分析模型。通过数值模拟，得到了隧道内风流流场分布规律及瓦斯浓度分布规律，为瓦斯隧道容易产生瓦斯积聚的地点并需重点检查的部位提供了指导依据，也为通风方式的选择提供了一定的理论基础。     

综合物探方法在天然气高瓦斯隧道超前地质预报中的应用

天然气高瓦斯隧道中的瓦斯不可预见性很大。施工过程中，在遇到隧道洞身段局部岩体节理裂隙发育、围岩破损带、断层处，均可能发生瓦斯逸出甚至瓦斯突涌现象，现场存在很大的瓦斯安全隐患。主要研究了TSP探测、地质雷达、超前钻探等方法在瓦斯隧道施工中的应用情况，多种物探手段与钻探相结合对不良地质体进行综合预测，取得了较好的预报效果，有力保障了现场施工安全。     

基于灰色关联分析法探析隧道中深孔楔形掏槽爆破

自动化凿岩设备在中深孔隧道爆破技术可实现机械与自动，精准快速化施工，改善作业环境，提高施工进度。在隧道爆破掘进中，掏槽是关键，它控制爆破效果，决定着经济效益。经过桐梓隧道3#斜井工程实践，基于灰色关联法对大断面中深孔多级楔形掏槽的影响因素做了优势分析；结果表明：五个相关因素中，小掏对掏槽爆破影响最大，超深影响最小，为今后使用XE3C自动化三臂凿岩台车类似工程爆破开挖的掏槽优化提供了较为可靠的理论优化依据。     

多运营商高铁隧道移动网络覆盖方案

高铁移动网络覆盖是国内三大通信运营商的一个重点,而高铁隧道内移动网络覆盖更是运营商的一大难点痛点。文章根据我国中部省份某高铁线路覆盖规划实例,采用“设备+POI+泄漏电缆”模式,即三家运营商信号源设备通过同一POI(point of interface,多系统接入平台)接入,信号输出到泄漏电缆进行隧道覆盖,隧道口场坪站安装宽频切换天线对隧道外进行延伸覆盖,通过链路预算合理布置各运营商主设备信号源,从而实现隧道到室外的无缝覆盖。最后,根据已有成熟网络覆盖解决方案,对未来5G高铁隧道移动网络覆盖方案进行了探讨。