大直径PHC管桩陆地斜桩的设计及施工

陆上大直径、大斜率(斜率1∶6)PHC管桩设计桩基密度大,沉桩施工精度高、难度大。针对这些问题,结合某挖入式出运港池工程,进行了工程试沉桩及静载试验。为了减少沉桩挤土效应对桩基的不利影响,采用先沉斜桩、后沉直桩、自中间向两边对称沉桩的施工方案,并且采取避免碰桩和难以沉桩的施工措施。结果表明,所采用的施工方案切实可行,沉桩效果良好,桩基检测结果均为Ⅰ类桩,可为类似工程的PHC管桩的设计及施工提供参考。     

基于声辐射模态理论的声场分离技术

为了消除复杂声场中干扰噪声对于近场声全息重建精度的影响,该文提出了一种基于单层阵列测量的声场分离技术.当目标声源和干扰噪声源为相干声源时,利用源强密度声辐射模态分析理论建立了声源与辐射声场的数学关系模型,通过对单层阵列测量的声压数据进行空间重采样得到两组子数据,构造各组子数据与目标声源和干扰噪声源的声辐射模态之间的数学公式,再求解公式中目标声源的各阶声辐射模态的展开系数,可重构目标声源在阵列处的声场响应,达到声场分离的目的.刚性脉动球声源与刚性脉动球干扰源、平板声源与刚性脉动球干扰源的数值仿真及对影响该方法的相关参数进行了详细研究,相关结果表明该方法具有较好的有效性和正确性.     

单芯电缆电压降计算及其排列方式优化

将仿真技术应用于电缆电压降计算,通过几何分析,筛选出典型的电缆布置方案,并通过估算和简化,建立低压电缆计算模型,完成电压降计算,获得优化布置方案。通过试验验证,电压计算误差小于5%,使用优化的电缆布置方案可将电缆电压降减少一半,并大幅降低三相电压不平衡度。     

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.     

独塔斜拉桥在不同边界条件下的动力特性分析

以独塔斜拉桥仙桃汉江大桥为例,分析比较了独塔斜拉桥在5种不同的边界条件下动力特性的异同,讨论了不同的结构型式对独塔斜拉桥动力特性的影响。结果表明:对于独塔斜拉桥来说,边跨设置辅助墩可以大幅提高结构的整体刚度;辅助墩的个数对于结构振型和频率影响不大。研究结果可为此类桥梁的结构选型、抗震设计提供有益参考。     

大跨度单塔自锚式悬索桥的抗震设计

大跨度单塔自锚式悬索桥是一种新型桥梁,这种桥梁在动力学特性方面与相同跨度的传统的自锚式悬索桥存在较大差异,抗震设计的难度也较大。以平胜大桥为例,简述了大跨度单塔自锚式悬索桥的抗震设计方法,计算分析表明,大跨度自锚式悬索桥适合采用飘浮体系,摆式滑动支座的力学性能可以满足同类桥梁抗震设计的需要。     

一种新型三螺杆泵的初步分析

初步分析研究了一种新型三螺杆泵的特征尺寸和数据,并与通常采用的1：3：5型三螺杆泵进行了对比分析,提出了一种新型三螺杆泵的优缺点及其适用工况,为拓宽三螺杆泵的应用作了一定程度的理论探索.     

数字罗经机械复示器的设计与实现

介绍利用数字控制器件-步进电机设计罗经复示器。介绍了复示器的机械结构、硬件电路组成、步进电机的驱动方式及软件实现方法,试验表明所设计的复示器具有指示精度高、响应速度快、无抖动等优点。     

列车无线定位方法初探

介绍了我国现有列车定位方法,简要阐述了基于网络的无线定位方法及其定位参数的测量与估计.结合铁路交通中的具体情况,分析适用我国铁路的列车无线定位技术以及确定定位点的图解方法,并分析了影响列车无线定位精度的因素,最后对列车无线定位的抗干扰措施进行了探讨.     

CA6140车床进给系统数控改造中滚珠丝杠副的选型和计算

以CA6140普通车床为例,介绍了普通车床改造为经济型数控车床的设计方案.阐述了该车床纵向进给系统改造中的滚珠丝杠副的选型和验算的步骤及方法,可为机床数控化改造提供一种参考.