浅谈涂装裙边胶泵空打造成的颗粒问题解决

探讨了汽车裙边胶喷涂工艺和参数,简单介绍了裙边胶泵空打造成颗粒缺陷问题的原因,论述了在裙边胶泵设备增加防空打装置解决汽车裙边胶颗粒缺陷问题。     

解决某车型后侧门动态测试异响的问题

滑移门车型在动态测试评审过程中经常出现后侧门异响的问题,严重影响了公司产品的感知质量,如果缺陷流到用户手中,会造成极大的用户抱怨,并影响公司品牌形象。本文介绍了从产品结构、装配工艺、零件质量等方面进行问题分析,找出根本原因并制定改进措施,成功解决了问题的发生。     

文泰高速沥青路面平整度质量提升探讨

文章结合浙江省文泰高速公路项目沥青路面工程实例， 针对山区高速公路桥隧占比高、 横断面变化频繁、 雨量丰富、 隧道施工条件差等特点， 对在桥梁群、 隧道群、 长大隧道中如何做好沥青路面平整度提升， 作者结合在文泰高速公路路面施工中探索和总结的经验做介绍， 与大家一起共同探讨。     

Feasibility of estimating travel demand using geolocations of social media data

Transportation - Travel demand estimation, as represented by an origin–destination (OD) matrix, is essential for urban planning and management. Compared to data typically used in travel...     

Carsharing: the impact of system characteristics on its potential to replace private car trips and reduce car ownership

Transportation - This paper aims to explore the potential of carsharing in replacing private car trips and reducing car ownership and how this is affected by its attributes. To that affect, a...     

基于RISF融合的车辆横摆角速度估计

使用车载角速度传感器测量获得的横摆角速度,存在噪声干扰大、量测值滞后等问题.为了提高车辆横摆角速度估计的精确性,本文中设计了一种基于可靠指标传感器融合(reliability indexed sensor fusion,RISF)多源传感信息融合的估计算法.首先,使用自适应容积卡尔曼滤波算法对横摆角速度传感器量测值进行...     

新型焊接箍筋试验研究及其应用

新型焊接箍筋与传统复合箍筋相比,既节省箍筋弯钩锚固段,又节省箍筋复合重复段,通过工厂生产加工,可节省劳动力,并且尺寸精确、质量可靠,从节能减排和缓解行业劳动力不足两方面来看,经济效益和社会效益都非常显著。通过低周往复试验和轴压试验对新型焊接箍筋混凝土短柱轴心受压性能和抗震性能进行了检验,验证了新型焊接箍筋的适用性和抗震优越性。     

钢-混凝土组合弯梁桥设计计算实例

该文简要介绍了2孔33 m钢-混凝土组合梁桥桥型及截面特点,同时针对目前尚无专门用于分析钢-混凝土组合弯梁桥的计算软件,在采用桥梁博士程序3.1.0版,按照直梁桥进行结构的精确计算分析,对空间分析采用3D-BSA2006弯坡斜桥空间分析程序进行校核,然后对内外侧支座反力进行对比分析。其方法可供同行参考。     

东宝河新安大桥总体设计

该文介绍了东宝河新安大桥新建工程的总体设计。该桥连接深圳市沙井镇新和大道与东莞市长安镇建安大道,为跨市界的城市跨河桥梁,路线全长约1.45 km,其中桥梁(主桥通航主跨156 m)总长约1.08 km,约占路线总长的74.5%。大桥建成后,东宝河两岸的路网将更加完善。     

Warning standards study of real-time monitoring for anti-collapse in large cross-sefction tunnel of soft and weak surrounding rockEI北大核心

Research purposes: The statistics for tunnel disasters showed that the quantities and casualties of tunnel collapse are much higher than other tunnel disasters. Achieved warning before collapse in tunnel construction, can greatly reduce the tunnel collapse hazards. The key to achieve anti-collapse warning in soft and weak surrounding rock tunnel is to obtain anti-collapse warning standards. Therefore, it is necessary to study tunnel anti-collapse warning standards to guide safe tunnel construction. Research conclusions: (1) Deformation of the tunnel is relevant to hydrogeological conditions, construction method, construction progress and other factors. Currently, the standard values in criterion were not suitable for tunnel collapse warning. (2) It is practicable to achieve anti-collapse monitoring by relative deformation, because anti-collapse real-time monitoring focused on dome relative deformation differently from routine monitoring in soft and weak surrounding rock tunnel. (3) The reference value of tunnel anti-collapse real-time monitoring is determined by displacement limit value in criterion, the maximum value of the measured displacement in similar project and the measured data in tunnel project. (4) The field experiment indicated that the reference value could meet tunnel anti-collapse warning. Therefore, the research results can be applied to large cross-section tunnel of soft and weak surrounding rock.