1) rear axle carrier
后桥支座
2) bridge support
桥梁支座
1.
Combined with the construction practice,the paper introduced a kind of technique of bridge support replacement for reference.
通过对具体工程的处置,总结一套可广泛应用的桥梁支座更换技术,从方案的确定、施工过程以及施工监控技术、施工注意事项出发,保证桥梁支座处置的安全和适用性。
2.
Part of research work and development of technology of prestressed concrete carried out in China Academy of Railway Sciences in the past forty years or more is briefly reviewed, such as the research about fundamental parameters, the experiments and applications of new materials and structures as well as the development of new bridge supports.
本文概述铁道部科学研究院40多年来对预应力混凝土技术的研究及开发情况,如基本参数研究、新材料和新结构的试验和应用、新型桥梁支座的研制等。
3) bridge supports
桥梁支座
1.
Connecting with the types,working mechanisms and erection/application situations of the supports that are frequently used on the highway bridge,this paper analyzes on some common diseases of the bridge supports,and puts forward some measures for preventing these diseases.
结合公路桥梁经常使用的桥梁支座类型、活动机理及安装使用情况,分析了桥梁支座的常见病害,并提出了防治病害的若干措施。
4) bridge bearing
桥梁支座
1.
Three types of bridge bearing are selected for simulation with different elements and for time path comparative analysis with the input of El Centro waves along and across the bridge.
选取3种桥梁支座形式,用不同单元来模拟其恢复力模型;并分别沿该桥顺、横桥向输入ElCentro波进行时程对比分析。
2.
Based on the analysis of problems of previous bridge bearings after installation,for installation of the bearings of Lhasa River Bridge,the construction method of grouting epoxy resin mortar into anchor bolt holes of a bearing with the aid of potential energy of base plates of the bearing is used.
结合分析以往桥梁支座施工后留下的隐患,拉萨河特大桥支座采用锚栓孔灌注环氧树脂砂浆,底板位能压浆的安装方法。
3.
Through designing the recipe and construction, the physical properties,anti-press and antishear properties of the bridge bearings have come up to the standard issued by the Ministry of Communication.
板式天然橡胶桥梁支座通过胶料配方设计和支座的结构设计,其物理性能及抗压、抗剪等性能均达到部颁标准,极限抗压强度满足使用要求,抗压弹性模量远大于抗剪弹性模量,保证了竖向刚性、水平柔性原则。
6) abutment piece
桥台;支座
补充资料:V形柱式支座
分子式:
CAS号:
性质:每两根支柱组成一组呈V字形结构,每组支柱与球形容器的赤道圈等距离相连,柱间无拉杆连接的一种球形容器柱式支座。其承受膨胀变形较好。并且由于支柱与壳体相切,相对赤道平面的垂线向内倾斜2°~3°,因而在连接处可产生一向心水平力,增加了基础的稳定性。
CAS号:
性质:每两根支柱组成一组呈V字形结构,每组支柱与球形容器的赤道圈等距离相连,柱间无拉杆连接的一种球形容器柱式支座。其承受膨胀变形较好。并且由于支柱与壳体相切,相对赤道平面的垂线向内倾斜2°~3°,因而在连接处可产生一向心水平力,增加了基础的稳定性。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条