提速道岔尖轨与基本轨不密贴解决对策

依据分动钩式外锁闭装置技术标准规定,在分析了分动钩式外锁闭提速道岔的结构的基础上,对道岔尖轨与基本轨之间存在2mm不密贴间隙问题进行了探讨,提出了解决方案,并介绍了现场实际运用情况.     

舰船推进监控系统研究

介绍一种由主推进系统、机舱综合报警系统构成的推进系统。该系统是由工业以太网和现场总线构成的混合式网络控制系统,利用2种网络的优点,很好地解决了推进系统对2个子系统的集中控制和管理。系统具有推进系统控制、信息综合显示、处理及报警功能。重点分析了系统网络结构、数据接口和界面显示。     

基于GE Proficy/HMI SCADA-iFIX的综合监控系统人机界面开发与设计

规划了地铁综合监控系统人机界面的系统功能,对综合监控系统进行了架构设计,利用GE Proficy/HMI SCADA-iFIX的技术优势,具体实现了用户安全策略与登陆界面、主菜单和主界面、电力监控PSCADA、环控BAS、火灾监控FAS、列车信号ATS、闭路电视CCTV、报警一栏等8项设计功能,在大型分层分布式集散控制系统人机交互界面设计、用户安全策略、实时视频监控等7个方面进行了技术尝试和方法创新,对相关应用具有一定借鉴价值。     

Development of a Human Use Objectives Framework for Integrated Management of the Eastern Scotian Shelf

Under the 1997 Oceans Act, Fisheries and Oceans Canada (DFO) is required to lead and facilitate the development of integrated management plans for Canada's oceans. One of the integrated management projects is the Eastern Scotian Shelf Integrated Management Initiative (ESSIM), through which DFO is working with a range of stakeholders to develop and implement an integrated ocean management plan for the eastern Scotian Shelf. As part of this Initiative, DFO has undertaken a program to develop a set of objectives and related indicators for ocean management. This includes the development of a framework, objectives, and indicators for human use of the resource including the social, economic, and institutional (governance) components of ocean management, areas that have received little attention internationally. This article provides some background to ESSIM and human uses of the resources of the eastern Scotian Shelf; briefly reviews objectives-based management and human use objectives internationally; outlines the process undertaken to develop the Human Use Objectives Framework; presents the resultant objectives and indicators that were developed; and highlights some of the lessons learned and challenges for their implementation.     

Comparison of robust H∞ filter and Kalman filter for initial alignment of inertial navigation system

There are many filtering methods that can be used for the initial alignment of an integrated inertial navigation system.This paper discussed the use of GPS,but focused on two kinds of filters for the initial alignment of an integrated strapdown inertial navigation system (SINS).One method is based on the Kalman filter (KF),and the other is based on the robust filter.Simulation results showed that the filter provides a quick transient response and a little more accurate estimate than KF,given substantial process noise or unknown noise statistics.So the robust filter is an effective and useful method for initial alignment of SINS.This research should make the use of SINS more popular,and is also a step for further research.     

城市轨道交通车站综合接地装置及其施工要点

介绍了城市轨道交通车站综合接地装置的施工工艺和要点,并将几种接地装置用材及焊接施工方法进行了比较,指出采用铜排、铜包钢接地极和热熔焊接方式进行综合接地装置安装的先进性和必要性,并简要介绍了热熔焊接方式的原理、操作方法及注意事项.     

Integration of vehicle yaw stabilisation and rollover prevention through nonlinear hierarchical control allocation

This work presents an approach to rollover prevention that takes advantage of the modular structure and optimisation properties of the control allocation paradigm. It eliminates the need for a stabilising roll controller by introducing rollover prevention as a constraint on the control allocation problem. The major advantage of this approach is the control authority margin that remains with a high-level controller even during interventions for rollover prevention. In this work, the high-level control is assigned to a yaw stabilising controller. It could be replaced by any other controller. The constraint for rollover prevention could be replaced by or extended to different control objectives. This work uses differential braking for actuation. The use of additional or different actuators is possible. The developed control algorithm is computationally efficient and suitable for low-cost automotive electronic control units. The predictive design of the rollover prevention constraint does not require any sensor equipment in addition to the yaw controller. The method is validated using an industrial multi-body vehicle simulation environment.     

基坑开挖引起复合地基下方既有双线地铁隧道位移的计算方法

为快速分析基坑开挖时复合地基及“双洞效应”对下方既有双线地铁隧道竖、横向位移的影响,首先，基于Mindlin位移解和Winkler地基模型,推导出复合地基中桩的侧摩阻力作用下单线隧道的竖、横向附加荷载,从而计算得到单线隧道竖、横向位移。然后，采用迭代法计算得到的“双洞效应”引起的隧道竖、横向位移叠加得到双线隧道总竖、横向位移，并与前人理论计算结果、监测数据对比验证。最后,分析桩参数、隧道位置改变对桩侧摩阻力和“双洞效应”引起隧道竖、横向位移的影响。研究结果表明: 1）与前人理论计算结果相比,本文理论计算结果与实测数据更吻合,且提高原有2阶段分析方法运算效率28%以上; 2）桩侧摩阻力和“双洞效应”对隧道竖、横向位移的影响是不可忽略的; 3）仅考虑上方基坑开挖对既有双线隧道位移的影响时,在施工条件和规范允许情况下,应尽量减少预先设计的两隧道之间距离,并合理选取复合地基中桩的长度; 4）迭代法比一次性法更加合理、精确，特别是计算横向“双洞效应”引起隧道横向位移时，应尽量采用迭代法计算。     

加筋土挡墙水平位移解析计算与参数分析

加筋土挡墙因具有造价低廉、施工简便等优点而在公路、铁路等交通基础设施中被广泛应用。作为一种轻型柔性支挡结构，加筋土挡墙易产生较大的水平位移。目前已有的加筋土挡墙水平位移计算公式大多忽略了加筋区整体在土压力作用下产生的水平位移，有必要提出一种准确计算加筋土挡墙总水平位移的解析式。将加筋土挡墙总水平位移分为加筋区内部筋材伸长产生的水平位移和加筋区整体在土压力作用下产生的水平位移两部分。假定加筋区内部破裂面由0.3H法确定，根据胡克定律建立计算加筋区内部由于筋材伸长产生的水平位移解析式；假定加筋区为一复合弹性体，根据虚功原理建立加筋区整体在土压力作用下产生的水平位移解析式，两部分共同构成了加筋土挡墙的总水平位移。结果表明：随着填土模量、填土内摩擦角、填土黏聚力、筋材抗拉刚度和筋材长度的增大，加筋土挡墙的最大水平位移逐渐减小；筋材伸长产生的位移占总位移的比值随填土模量、填土内摩擦角、筋材长度的增大而增大，随填土黏聚力和筋材抗拉刚度的增大而减小；与原型试验测试值和数值模拟值相比，该解析计算结果可反映加筋土挡墙墙体位移沿墙高的分布规律，同时与既有经验公式相比，该方法计算结果更接近实际值。     

钻孔灌注桩堵管断桩的应急处理办法

当灌注竖管混凝土发生堵管断桩或拔漏管断桩时,应采用二次埋竖管办法,按程序重新灌桩或采用泥浆二次清底并用富砂浆重新埋管3m,这两种重新灌注方法可避免造成工程断桩,保证施工质量,减少补桩损失。