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繁忙干线京哈铁路42号道岔自动横移走行插铺施工技术
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作者 秦志常 《科学技术创新》 2024年第11期177-180,共4页
本文以新建北京至唐山铁路京唐京哈联络线42号道岔插铺工程为例,针对既有线42号道岔插铺施工,还未有大量成熟的案例与经验,由于现场环境及42号道岔体积大、长度大、施工难度大,对人员组织、施工步序衔接、施工安全及质量有着严格的要求... 本文以新建北京至唐山铁路京唐京哈联络线42号道岔插铺工程为例,针对既有线42号道岔插铺施工,还未有大量成熟的案例与经验,由于现场环境及42号道岔体积大、长度大、施工难度大,对人员组织、施工步序衔接、施工安全及质量有着严格的要求,因此本次通过对42号道岔插铺施工技术的分析为后续铁路道岔插铺提供了强有力的经验积累。 展开更多
关键词 42号道岔 营业线插铺 移滑
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Melnikov方法和圆型平面限制性三体问题的横截同宿研究
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作者 朱如曾 向程 《应用数学和力学》 EI CSCD 北大核心 1996年第12期1113-1122,共10页
本文对由两自由度近可积哈密顿系统经非正则变换而得到的,具有高阶不动点的非哈密顿系统给出了判别横截同宿轨和横截异宿轨存在性的两条判据。对原二体质量比很小时近可积圆型平面限制性三体问题,采用本文判据证明存在横截同宿轨,从而... 本文对由两自由度近可积哈密顿系统经非正则变换而得到的,具有高阶不动点的非哈密顿系统给出了判别横截同宿轨和横截异宿轨存在性的两条判据。对原二体质量比很小时近可积圆型平面限制性三体问题,采用本文判据证明存在横截同宿轨,从而存在横截同宿穿插现象;还在一定假设下证明了存在横截异宿轨;并给出了全局定性相图。 展开更多
关键词 限制性 三体问题 截同宿 Melnikov法
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大跨重载箱梁整孔纵、横移施工技术 被引量:15
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作者 陈红柳 《世界桥梁》 北大核心 2014年第6期26-30,共5页
广州至深圳沿江高速公路机场特大桥跨径布置为16-5×60m+1-4×60m+6-5×60m,共114孔228片60m整孔预制箱梁(先简支后连续形式),边梁重2 390t,中梁重2 384t。该桥箱梁采用陆地预制箱梁、整孔箱梁横移→纵移→栈桥横移的移梁... 广州至深圳沿江高速公路机场特大桥跨径布置为16-5×60m+1-4×60m+6-5×60m,共114孔228片60m整孔预制箱梁(先简支后连续形式),边梁重2 390t,中梁重2 384t。该桥箱梁采用陆地预制箱梁、整孔箱梁横移→纵移→栈桥横移的移梁技术、架梁船舶运载箱梁航行架设技术方案,预制场内设置6组横移滑道和1组纵移轨道,采用2套横移台车(箱梁横隔墙施工前采用六点支撑,横隔墙施工后采用四点支撑)和1套纵移台车进行箱梁纵、横移施工。实践表明,该大跨重载箱梁整孔纵、横移施工技术适用于现场大型预制箱梁的顶升和移运。 展开更多
关键词 箱梁桥 整孔预制 纵、(滑)道 式纵移台车 移台车 液压系统 桥梁施工
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嵌入式轨道钢轨倾覆性分析 被引量:2
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作者 秦超红 《城市公共交通》 2016年第9期33-36,共4页
本文建立了有轨电车-嵌入式轨道承轨槽内部结构的三维实体有限元模型,分析其在荷载作用下的变形特征和轨头横移量,以及垂向荷载偏心距e、轨腰楔形块间距、高分子材料弹模、弹性垫板弹模等因素对嵌入式轨道钢轨倾覆性的影响。
关键词 嵌入式 倾覆性 高分子材料 移量
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Discrete element method analysis of lateral resistance of fouled ballast bed 被引量:3
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作者 XU Yang 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第9期2373-2381,共9页
The lateral resistance of sleeper plays an important role in ensuring the stability of a railway track, which may change in the operation of railway, due to the fouling in the ballast bed. In this work, discrete eleme... The lateral resistance of sleeper plays an important role in ensuring the stability of a railway track, which may change in the operation of railway, due to the fouling in the ballast bed. In this work, discrete element method was adopted to investigate the effect of fouling on the lateral resistance of sleeper. The shape information of ballast was captured by method of three-dimensional vision reconstruction. In order to calibrate the mechanical parameters and verify the models, a lateral resistance field test was carried out by using a custom-made device. The contact force distributions in the different parts of sleeper as well as the interaction between ballast and sleeper were discussed in depth. The results show that fouling of ballast bed evidently reduces the lateral resistance of sleeper and the decreasing degree is also related to the fouled position of ballast bed, in the order of shoulder > bottom > side.Therefore, the effect of fouling, especially the fouling in the ballast shoulder, on the lateral resistance of sleeper, should be taken into account in ballast track maintenance work. 展开更多
关键词 discrete element modelling three-dimensional vision reconstruction BALLAST lateral resistance of sleeper ballast fouling
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大型多孔立交桥顶进施工
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作者 张润花 《山西建筑》 2003年第5期237-238,共2页
通过7.32m+2-12.55m+7.32m顶进中桥实例,简要阐述了大型多孔框架桥从预制到顶进就位施工过程中的技术技巧,着重突出了采用传统吊轨横抬梁法所起的作用。
关键词 多孔立交桥 顶进 施工 抬梁法 抬梁
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Experimental study on aerodynamic characteristics of a high-speed train on viaducts in turbulent crosswinds 被引量:17
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作者 HE Xu-hui ZUO Tai-hui +2 位作者 ZOU Yun-feng YAN Lei TANG Lin-bo 《Journal of Central South University》 SCIE EI CAS CSCD 2020年第8期2465-2478,共14页
In this study, experiments were carried out to investigate aerodynamic characteristics of a high-speed train on viaducts in turbulent crosswinds using a 1:25 scaled sectional model wind-tunnel testing. Pressure measur... In this study, experiments were carried out to investigate aerodynamic characteristics of a high-speed train on viaducts in turbulent crosswinds using a 1:25 scaled sectional model wind-tunnel testing. Pressure measurements of two typical sections, one train-head section and one train-body section, at the windward and leeward tracks were conducted under the smooth and turbulence flows with wind attack angles between-6° and 6°, and the corresponding aerodynamic force coefficients were also calculated using the integral method. The experimental results indicate that the track position affects the mean aerodynamic characteristics of the vehicle, especially for the train-body section. The fluctuating pressure coefficients at the leeward track are more significantly affected by the bridge interference compared to those at the windward track. The effect of turbulence on the train-head section is less than that on the train-body section. Additionally, the mean aerodynamic force coefficients are almost negatively correlated to wind attack angles, which is more prominent for vehicles at the leeward track. Moreover, the lateral force plays a critical role in determining the corresponding overturning moment, especially on the train-body section. 展开更多
关键词 high-speed train viaducts aerodynamic characteristics turbulent crosswinds wind attack angle train section shape track position pressure measurement
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交变电动势图像的直观演示
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作者 余应焕 《物理教师》 1999年第Z1期47-47,共1页
交变电动势的图像通常是把照明电路的交变电压输入示波器中,由示波器的荧光屏直观展示出来。但这一演示实验难以直观地解释为什么示波器荧光屏上展示的曲线正好是正弦曲线而不是别的曲线。
关键词 交变电动势 直观演示 圆形线圈 示波器荧光屏 正弦曲线 磁感线 演示实验 描绘仪 横轨 图像
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