| 1. | Tension pot rubber bearing for rail beams in monorail transit
跨座式单轨交通轨道梁承拉盆式橡胶支座 |
| 2. | The design of crane rail beam
门机轨道梁的设计。 |
| 3. | It makes a scrutiny to explain the feasibility of track beam support manufactured at home
以说明轨道梁支座的国产化是可行的。 |
| 4. | Under the same controlled parameters conditions , the paper study out five possible projects for the magnetic levitation guideway girder
在轨道梁基本参数相同条件下，拟定了五种可能的磁悬浮轨道梁结构方案。 |
| 5. | The above - analyzed results indicate that the composite steel - concrete structure is a better style for the magnetic levitation guideway girder
由分析结果表明，钢?混凝土组合结构不失为一个好的轨道梁结构型式选择方案。 |
| 6. | This article discusses the type of main construction and material selection of key parts on overseat , single - track beam support of traffic track
摘要对跨座式单轨交通轨道梁支座的主要构造形式、关键零部件的材料选用等进行了分析研究。 |
| 7. | Taking the transportation and installation of the pc truck beam in chongqing straddle monorail system as an example , this paper compares different projects , argues the bridge girder - erecting has been proved to be the best
摘要讨论了重庆跨座式单轨胶轮交通系统预应力混凝土轨道梁的运输与架设方案。 |
| 8. | The prestressed concrete ( pc ) track girders of straddle - type monorail transit system carryies both the beams and the tracks on which the train runs , so the fabrication must make use of a special formwork because of its high precision
摘要跨坐式单轨交通系统的预应力混凝土轨道梁既是承重梁又是车辆的轨道，其制作精度要求很高，必须采用专用的模板。 |
| 9. | Using large - scale current finite element software algor , the author builds 3d finite element models for the five project , and analyzes flexural , temperature deform and natural frequencies of the five guideway girder projects
运用大型通用有限元分析软件algor ，对五种可能轨道梁结构方案建立有限元空间分析模型，进行挠度、温度变形及自振特性的对比分析。 |
| 10. | This paper introduces the tension pot rubber bearing , a new production adopted to support the rail beams of urban monorail transit in chongqing , china and describes the construction , main characteristics , technical indices and experiments performed in the research
摘要介绍专为我国重庆市跨座式单轨交通轨道梁设计研究的一种新型支座承拉盆式橡胶支座，对其构造、特点、技术指标和研制中的试验进行说明。 |
