轿车安全带优化设计及模拟计算

安全带中限力器、预张紧器、织带的性能参数是影响车辆安全带系统约束性能的主要因素。采用正交试验设计法，选取织带伸长率、预张紧器开始动作时刻、限力器恒力值以及在该恒力作用下织带的拉出长度为主要因子，提出了安全带优化设计方案。应用MADYMO分析软件建立的模拟计算模型，并提出了夏利7100型轿车的安全带系统优化参数方案。     

重庆绕城高速公路立交规划布局研究

以重庆绕城高速公路立交规划布局研究课题为基础,对城市外环高速公路立交的布局、等级、技术条件、类型和方案进行了较深入的探讨,提出了关于城市外环立交规划布局几个关键技术问题的意见和建议.     

正面碰撞后排女性乘员颈部损伤研究及改进方案验证

针对正面碰撞工况中乘用车后排5%女性乘员颈部损伤问题,对乘员颈部损伤与乘员运动及安全带约束之间的关系进行研究,建立颈部损伤机理矩阵分析模型,提出基于安全带力作用的碰撞过程三区间分段分析改进方案,并通过整车试验对比验证了该改进方案的有效性。结果表明,该方案颈部拉伸力F_z平均降低32%,颈部伸展力矩M_ocy平均降低67%,头部损伤指标HIC₁₅平均降低61%,提高了后排5%女性乘员头颈部的碰撞安全性。     

芜湖港煤炭码头皮带机控制系统研究

结合芜湖港煤炭码头皮带机联锁控制系统的设计,在阐述整个系统的工艺流程的基础上,研究了系统的控制方式,实现了基于软启动的多条皮带机启动与控制,并且各条皮带机之间相互联锁.     

振动减速带的速度控制效果研究

车速是影响道路交通安全的一个重要因素,提高速度控制技术的功效,对于改善道路安全性具有重要的意义。文章通过对振动减速带的车辆速度进行观测和分析,评价了速度控制设施的减速效果。     

塑料排水板打设“回带”的解决措施

在真空预压加固软土地基过程中,由于吹填过程中泥质散布和沉积的复杂性,使浅层地基加固区的排水板与泥层底部相互间的摩擦力过小,从而造成土体不夹带,引发"回带"现象。通过力学平衡计算和工程实践,采取振动法、注水法、桩靴改造法等改变排水板底部板头结构或增加负载物的措施,有效解决浅层地基加固区塑料排水板打设"回带"的现象,提高塑料排水板打设质量和效率。     

Evaluating economic and environmental value of liner vessel sharing along the maritime silk road

The Belt and Road initiative is a novel exploration of China towards strategic collaboration with Eurasia countries to an extent of a larger scale with higher and deeper level of cooperation. To meet the growing global demand of transportation, increasing numbers of liner shipping companies collaborate and form alliances to share vessel capacity and reduce capital costs. Effective liner shipping vessel sharing is essential for the Belt and Road initiative in terms of building efficient maritime transport networks. In promoting environmental development, shipping companies are required to attain higher environmental standards. However, limited literature relates vessel sharing to environmental performance. This paper studies the impacts of liner vessel sharing from the economic and environmental perspectives. Two container allocation models are developed for the two scenarios: with and without vessel sharing. The carbon emissions in transportation are calculated under both scenarios. Numerical studies are carried out using services along the China-Indochina Peninsula Economic (CIPE) Corridor. Liner shipping companies could benefit from vessel sharing in terms of significant profit improvement. Vessel sharing could also benefit the environment by reducing the CO₂ emissions dramatically.     

Construction Techniques for the Small-radius Curved Shield Tunnels in Water-rich Fractured Stratum with High Pressure北大核心CSCD

A variety of construction problems, such as bad cutting effects of cutters, unreasonable boring parame- ters and blowout, are often encountered during shield tunnelling under unfavorable geological conditions. Aimed at these construction difficulties of high pressure, abundant underground water, fractured rock stratum, long distance and small-radius curves of Fuzhou metro, the mechanical behaviors of cutting tools were analyzed through theoreti- cal calculations of cutter cutting force, then the reasonable cutter configuration, tunneling parameters and the proper time for cutter replacement were presented. Some measures, such as screw conveyor renovation, mucking control and lowering of groundwater, were adopted for controlling blowout based on practice. The stability of excavation face was analyzed by numerical simulation, and the measures for shield boring and posture control in the long distance and small radius curved tunnels were summarized. The conclusions are as follows: 1) when shield machine is driven in fractured stratum, the effect of lateral impact force produced by spalling rock on cutter will be very large and rein- forcement is needed for cutter; 2) cutter replacement should be taken at proper time based on muck samples in con- ditions of increasing of total shield thrust by 4 000-7 000 kN, cutter torque by 1 000-1 500 kN•m and driving speed smaller than 10 mm/min; 3) adopting screw conveyor device with innovative anti-blowout devices and control measures for ground precipitation and mucking, it controls blowout effectively; 4) the maximum axis offset and the height offset of segment meet the requirements of shield construction specifications during shield construction of long distance small-radius curved tunnel. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

软体排护滩带的护滩效果研究

长江中下游心滩河段水沙运动规律较为复杂,碍航问题也较为突出。为了改变这种现状,可采用护心滩建筑物对心滩进行守护,以达到恢复和改善航道条件的目的。以长江中游典型碍航心滩河段——沙市三八滩河段为原型,进行了心滩采用软体排护滩带守护的概化模型试验,结合理论分析,详细论述了软体排护滩前后心滩和河床的冲刷变化规律以及软体排护滩带对汊道分流分沙比的影响。给出了水流挟沙力和动床阻力在心滩河段汊道及滩上的沿程变化规律。对心滩守护前后的水流挟沙力和动床阻力进行了对比分析,并对软体排护滩的整体效果进行了总结。     

用于清管器收发球简上的新型快开门

介绍了一种适用于大口径、高压力管道用清管器收发球筒上的快开门机构.该快开门机构称为锁带嵌入式快开盲板.由直接承压部件(法兰型筒体及盲板盖)及其上的快速锁带收紧装置、安全卸压装置、特殊形式的密封圈及连接盲板盖与筒体的可微调转臂构成.该装置设计合理、动作灵活、操作简单、安全可靠,目前已少量生产并投入运行.