简析地铁安全门驱动控制器的控制构架

针对地铁安全门驱动控制器,提出了一种电机控制软件构架。该构架以嵌入式操作系统为基础调度各控制任务,将控制任务分为高优先级任务和低优先级任务。在该控制构架基础上,完成了地铁安全门驱动控制器的软件系统,并在样机上进行了应用测试。试验表明,该电机控制软件构架运行稳定,能有序地调度各控制任务,并具有良好的复用性和扩展性。以该构架为基础开发的驱动控制系统控制精度高,动态响应好,能够满足现场应用的需求。     

Mechanism of Tunnel Water Inflow Caused by Bending Failure of a Waterproof Dike Based on a Circular Thin Plate Mechanical Model北大核心CSCD

Water bursts during tunnel construction endanger construction, and it is therefore necessary to reserve a waterproof dike with the required thickness to avoid water bursts and to take reinforcement of the dike and treatment of the structure liable to trigger a water burst. Using the water burst at K5+398 of the Mingyueshan tunnel of the Shanghai-Chengdu expressway as an example, and considering the type of tunnel section and the upright mudstone of the dike, the waterproof dike at the work face is simplified as a round thin plate. A formula for the calculation of a minimum safety thickness for the critical waterproof dike is deduced by analyzing the force applied on the water-proof dike, and the minimum safety thickness for the water burst section at K5+398 of the Mingyueshan tunnel is cal-culated. The numerical simulation analysis demonstrates the critical thickness of waterproof dike at K5+398 of the Mingyueshan tunnel is 1.4-1.55 m, and the calculated water inflow and water burst basically agree with the actual condition. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Numerical Simulation of Advanced Geological Forecasting Based on Multi- Source Seismic Interferometry北大核心CSCD

For existing advanced geological forecasting, the forecast distance is short and the test frequency is high, increasing test and construction risks. Since various methods have different requirements for the test environ-ment, preparation work can be tedious and result in a long construction time thereby affecting normal construction.A new advanced geological forecast technique based on multi-source seismic interferometry for tunnels is proposed.This technique uses the blast at one end of tunnel as a centrum and receives the signal at the other end of the tun-nel, therefore allowing advanced geological forecasting of the unexcavated tunnel part by relative processing and im-aging. A numerical simulation of this kind of geological forecasting using the finite difference method to simulate two kinds of unfavorable geological bodies (karst and a fault) predicted them accurately and verified the effective-ness and accuracy of this geological forecasting method. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Analysis of Ground Response and Structure Stress Induced by PBA Method北大核心CSCD

The application of prefabricated tunnel technology has been become a new research field both in China and abroad. Based on the running tunnel between Yufuhe station and Wangfuzhuang station of Jinan rail transit line R1, a new prefabricated tunnel construction technology, the PBA method is presented. This paper makes a detailed discussion on section form, supporting scheme and construction process of the PBA method. In this study, 3D a new 3D numerical model for PBA method is presented by finite difference numerical simulation software Flac and the construction processes are modeled. The rule of ground surface settlement, ground deformation and structural stress caused by PBA method is studied in detail. Results show that the structure of PBA method can effectively control the deformation magnitude and scope. Stress concentration appears at the prefabricated connection parts and the reinforcement needs to check. The total assembled structure forms the load-bearing system after the completion of the lateral wall. The built-in depth of the precast pile and pile bottom grouting quality should to be ensured to control the displacement of the precast piles. The results of this study will be a useful reference for similar projects in the future. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Experimental Study on Mechanical Behaviors of Prefabricated Column-Base Joint with Grouted Sleeves Connecting Longitudinal Reinforcements in Tunnels北大核心CSCD

In recent years, large shield tunnels with internal double-decked lanes have been developing rapidly in the field of highway tunnels, and prefabricated elements are increasingly adopted in internal structure. Based on the columns-base joint in Zhuguanglu tunnel, which is under construction, 2 full-scale specimens are designed for the quasi-static test, one specimen is connected with grout sleeve splicing and the other is cast in place. The test results show that: the bearing capacity of specimen with grout sleeve splicing is equal to that of cast-in-situ specimen, but its ductility and energy dissipation capacity are worse than that of the cast-in-situ specimen. And for the specimen with grout sleeve splicing, there exists crack concentration on the area above the sleeve. The crack width is too larger in this area. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

LNG卸料臂与船对接法兰面泄漏分析

LNG卸料臂是LNG卸载过程中最重要的设备之一,而卸载过程中卸料臂与船对接法兰面最易发生泄漏,因此避免其泄漏很重要。文中以某LNG接收站为例,简要介绍卸料臂预冷流程;对曾经发生过的泄漏展开分析,结果发现预冷速度过快是造成对接法兰面泄漏的主要原因;提出了相应的改进措施。改进之后,此LNG接收站卸船期间再未出现卸料臂与船对接法兰面泄漏的问题。     

高速铁路交叉隧道动力学问题研究综述

文章针对高速铁路交叉隧道的分类和组合型式进行划分,分别阐述了其存在的关键动力学问题,并通过广泛的相关文献调研,总结了高速铁路交叉隧道在列车振动、空气动力效应以及地震震动等方面的研究现状与不足;指出了今后的研究重点:(1)考虑隧道结构、地层参数以及邻近交叉隧道的结构特征,建立高速列车-轨道-交叉隧道为一体的三维精细化分析模型,并用其开展定量安全评价;(2)开展车隧气动结构效应研究,提出保障隧道结构安全的工程措施,进而建立考虑列车气动荷载与其他动力荷载叠加作用下交叉隧道的安全性评估方法;(3)进行全方位的高速铁路交叉隧道地震动力响应研究,揭示交叉隧道结构本身的动力特性,提出相适应的抗震设计方法;(4)引入混凝土和岩石动力损伤本构关系,建立能考虑材料动态损伤的计算模型,以对结构在长期反复动力作用下的动力响应特性及其累积损伤效应开展深入研究。     

基于子空间的ASM电涡流控制系统辨识

通过采用子空间辨识方法对ASM电涡流控制系统进行辨识。建立了适用于ASM测试的电涡流加载控制器的系统辨识方法,并获得了相应的数学模型,进行了辨识试验设计,并通过时域验证辨识模型精度。辨识试验结果表明,试验获得的数学模型,其仿真输出与加载减速运行试验数据基本一致。     

Vulnerability analysis for large-scale and congested road networks with demand uncertainty

To assess the vulnerability of congested road networks, the commonly used full network scan approach is to evaluate all possible scenarios of link closure using a form of traffic assignment. This approach can be computationally burdensome and may not be viable for identifying the most critical links in large-scale networks. In this study, an “impact area” vulnerability analysis approach is proposed to evaluate the consequences of a link closure within its impact area instead of the whole network. The proposed approach can significantly reduce the search space for determining the most critical links in large-scale networks. In addition, a new vulnerability index is introduced to examine properly the consequences of a link closure. The effects of demand uncertainty and heterogeneous travellers’ risk-taking behaviour are explicitly considered. Numerical results for two different road networks show that in practice the proposed approach is more efficient than traditional full scan approach for identifying the same set of critical links. Numerical results also demonstrate that both stochastic demand and travellers’ risk-taking behaviour have significant impacts on network vulnerability analysis, especially under high network congestion and large demand variations. Ignoring their impacts can underestimate the consequences of link closures and misidentify the most critical links.     

富水砂质地层的地铁区间隧道设计

深圳地铁2号线东延段安托山站—侨香站区间隧道顺利通过富水砂质地层的工程实例表明,在复杂地层中采用地面降水、超前预注浆及水平旋喷桩加固等辅助措施是成功的,也是必要的;另外,在隧道下穿次高压燃气管施工中,采用悬吊保护措施也为矿山法隧道施工和管线的绝对安全带来了技术保障。