排序方式: 共有137条查询结果,搜索用时 93 毫秒
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换枕、碴本身就是对线路几何状态进行一种破坏性的施工作业,尤其是高速营业线上的高温季节,对跨区间无缝线路如何组织大型人工换Ⅱ型混凝土重枕和大机清筛更换Ⅰ级道碴,确保换枕、换碴后的线路不胀轨、施工人身安全得到保证和列车平稳正点运营是技术关键。文章就换枕、碴组织方案、工艺流程、质量控制、安全防范等作了详细介绍。 相似文献
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文章主要阐述了低 (负 )温早强高性能混凝土的特点 ,通过大量试验分析了影响低 (负 )温早强高性能混凝土耐久性质量的因素。提出应将低 (负 )温早强高性能混凝土施工过程类比隐蔽工程控制 ,才能确保混凝土的耐久性。 相似文献
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本研究对43例慢性心衰病人测定了血清铜、锌及锰含量。与健康对照者相比心衰病人血清铜含量显著增高;锌含量低;铜/锌比值增大。 相似文献
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Von Hippel Lindau disease(VHL病)为临床罕见的常染色体显性遗传病,以引起视网膜、中枢神经系统及其他器官的血管瘤为主要表现。本文报告一家族两代4人患VHL病之病案,所有之病例均经萤光眼底血管造影检查及开颅手术探查、病理检查确诊为VHL病。笔者结合临床病案,复习文献,对VHL病的临床表现、诊断、治疗及预后进行讨论。 相似文献
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小板溪三线喇叭口隧道引进新奥法施工技术,采用上下半断面法开挖,变截面液压台车与泵送混凝土衬砌,全方位多角度地过程控制,不仅保证了工程质量,而且大大加快了工程进度。 相似文献
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A. Bonadero A. Elia The Research Office 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》1984,13(6):339-356
A comparison between theoretical calculations on dynamic lateral behaviour of railway vehicles and experimental results shows quite a sizeable difference between the calculated critical speed and the actual speed at which side impact phenomena will repeatedly occur between wheel flange and rail (running speed limit), such impact speed being remarkably lower than calculated.
Another typical experimental aspect is that the running speed limit will considerably vary for the same vehicle depending on the test track conditions. Such difference is usually attributed to alterations of the wheel-rail contact surfaces, only.
This paper will discuss some concurrent causes which may prove far from negligible, such as the effects of track defects, an amplification of the dynamic lateral displacement between wheel and rail on approaching the critical speed, the track mechanical properties, and in particular the track lateral rigidity.
The influence of some geometrical factors typical of the wheel-rail contact, such as side clearance and linearized conicity, will also be discussed. The approach is based on the application of statistical methods to dynamic linear systems. 相似文献
Another typical experimental aspect is that the running speed limit will considerably vary for the same vehicle depending on the test track conditions. Such difference is usually attributed to alterations of the wheel-rail contact surfaces, only.
This paper will discuss some concurrent causes which may prove far from negligible, such as the effects of track defects, an amplification of the dynamic lateral displacement between wheel and rail on approaching the critical speed, the track mechanical properties, and in particular the track lateral rigidity.
The influence of some geometrical factors typical of the wheel-rail contact, such as side clearance and linearized conicity, will also be discussed. The approach is based on the application of statistical methods to dynamic linear systems. 相似文献
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双壁钢围堰在山区河流桥梁基础中的应用 总被引:5,自引:3,他引:5
狄为民 《铁道标准设计通讯》2005,(4):36-38
结合资水大桥施工,介绍在山区河流桥梁基础中圆形双壁钢围堰的设计,双壁钢围堰岸上定点牵引入水、浮运和精确定位施工,钢围堰水下混凝土封底及基坑爆破开挖施工。 相似文献