宝塔山隧道地下风机房设计与调整

在特长隧道修建中,地下风机房洞室群是整个隧道施工中的难点.文章通过宝塔山隧道地下通风系统洞室群的布置设计、风机房洞室群施工时面临的问题,在满足了通风需要的断面净空要求的前提条件下,并考虑施工方便性,对地下通风系统洞室群布置和洞室断面进行了调整,分析了各方案的优缺点,以及隧道洞室群的设计及洞室的施工方便性相结合的重要性.     

典型BIM技术在船闸工程平面提升闸门设计中的应用

平面提升闸门在船闸工程中是常用的一种门型，针对其采用传统的设计方法存在过程复杂、费时费力、更改繁琐、效率低下等问题。文章以曹娥江上浦船闸及航道工程中的平面提升闸门为例，采用典型BIM技术Autodesk Invertor三维设计的方法，特别对平面提升闸门采用该软件设计时的三维模型建立、生成机构传动动画，结构干涉检查、闸门重心位置显示、二维工程图等应用进行了研究和阐述。表明了将Autodesk Invertor软件应用在实际工程中，能够大大缩短设计周期，提高设计效率和准确率，对其他类型的闸门设计也有很好的借鉴意义。     

Effects of Friends' Information Interaction on Travel Decisions

Many existing studies focus on the effects of traffic information from ATIS on travel choices. Research on the effect of friends' travel information on people's travel choice is uncommon, yet needed. In this paper, behavioral experiments are conducted to discuss what the effects of information interaction with friends can bring on individual travel decision behavior. The experimental results concluded that when the rate of friends' information interaction reaches 33.3%, the whole system is at an optimal level. Furthermore, users reach an optimum when the rate of friends' travel information interaction is 75%. The average time and cost per person is increasing when the whole system optimum transfers to the user optimum. Moreover, adjustments of departure time at the system optimum are more dispersed than at the user optimum, while travel choice changes are more concentrated.     

单沟交替工作式氧化沟在铁路中小车站污水处理中的应用

分析单沟交替工作式氧化沟在铁路中小车站污水处理中应用的可行性,并结合铁路中小车站污水处理的特点,提出多项工程应用技术改进措施。改进后的单沟交替工作式氧化沟比较好地适应了铁路中小车站污水处理的特点,具有广阔的推广应用前景。     

对抑制混凝土碱-骨料反应试验因素的分析

在矿物掺合料及外加剂对抑制混凝土碱一骨料反应有效性试验中，各操作步骤对试验结果产生影响的因素较多。为此，针对具体操作中需要注意的事项进行分析、说明，以避免试验中因操作不当造成试验结果不准确。     

现浇箱梁桥桥面板受力分析

为了研究现浇预应力混凝土城市桥梁桥面板的受力、 构造及配筋， 以天水市藉口镇藉河大桥工程的3～35 m现浇预应力混凝土梁为例， 采用Midas Civil程序进行桥面板结构计算， 在此基础上提出常规现浇箱梁桥面板的倒角尺寸。计算结果表明: 城市桥梁车辆荷载轴重较大， 且由于新桥涵通规基本组合对车辆荷载分项系数的提高， 以往的小尺寸倒角桥面板在腹板根部抗剪承载力已显不足， 需增大倒角尺寸以满足桥面板抗剪承载力要求。     

(EU)No44/2014附件XIV号牌空间要求标准的简介

号牌是识别车辆,便于车辆管理的重要组成部分。而国标仅在GB 72058-2012第11.8中对号牌照板(架)做了以下要求:机动车应设置能满足号牌安装要求的号牌板(架);前号牌板(架)(摩托车除外)应设于前面的中部或右侧(按机动车前进方向),后号牌板(架)应设于后面的中部或左侧;每面号牌板(架)上应设有4个号牌安装孔(三轮汽车前号牌板[架]、摩托车后号牌板[架]应设有2个号牌安装孔),以保证能用M6规格的螺拴将号牌直接牢固可靠地安装在车辆上。     

Locomotive dynamic performance under traction/braking conditions considering effect of gear transmissions

Traction or braking operations are usually applied to trains or locomotives for acceleration, speed adjustment, and stopping. During these operations, gear transmission equipment plays a very significant role in the delivery of traction or electrical braking power. Failures of the gear transmissions are likely to cause power loses and even threaten the operation safety of the train. Its dynamic performance is closely related to the normal operation and service safety of the entire train, especially under some emergency braking conditions. In this paper, a locomotive–track coupled vertical–longitudinal dynamics model is employed with considering the dynamic action from the gear transmissions. This dynamics model enables the detailed analysis and more practical simulation on the characteristics of power transmission path, namely motor–gear transmission–wheelset–longitudinal motion of locomotive, especially for traction or braking conditions. Multi-excitation sources, such as time-varying mesh stiffness and nonlinear wheel–rail contact excitations, are considered in this study. This dynamics model is then validated by comparing the simulated results with the experimental test results under braking conditions. The calculated results indicate that involvement of gear transmission could reveal the load reduction of the wheelset due to transmitted forces. Vibrations of the wheelset and the motor are dominated by variation of the gear dynamic mesh forces in the low speed range and by rail geometric irregularity in the higher speed range. Rail vertical geometric irregularity could also cause wheelset longitudinal vibrations, and do modulations to the gear dynamic mesh forces. Besides, the hauling weight has little effect on the locomotive vibrations and the dynamic mesh forces of the gear transmissions for both traction and braking conditions under the same running speed.     

盾构穿越对圆形风井结构的变形内力影响分析——以南京纬三路过江通道工程盾构穿越梅子洲风井为例

盾构进出工作井是盾构安全施工的关键。以南京市纬三路过江通道工程梅子洲圆形风井盾构穿越为研究背景,建立复杂的大型三维计算模型,对盾构穿越区域采用实体单元模拟、土弹簧释放开挖荷载的特殊模拟方法,首先对盾构破除素混凝土强度的选取进行优化分析,建议采用C15混凝土,既能减小盾构穿越施工的难度,又能保证围护结构的安全稳定;然后对盾构穿越前后风井地连墙、内衬墙和冠梁等重要围护结构的变形和内力变化规律进行了研究分析,盾构穿越前后,地连墙的变形和内力变化很大,最大增幅分别为45%和228%,内衬墙的环向弯矩和竖向最大正弯矩均存在较大变化,环向弯矩最大增幅200%,竖向弯矩最大增幅54%,冠梁的最大环向弯矩变化很大,最大增幅为1 160%。因此,工程设计时应对地连墙、内衬墙和冠梁内力较大区域加强配筋,以保证盾构安全顺利地通过。