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1)  laminated rubber bearing
板式橡胶支座
1.
Dynamic characteristic analysis of laminated rubber bearing sliding under earthquake;
地震作用下板式橡胶支座滑动的动力性能分析
2.
Supervision control point of laminated rubber bearing
板式橡胶支座施工安装的监理控制要点
3.
Analysis and countermeasures of the early destruction of highway laminated rubber bearing
公路板式橡胶支座早期破坏的分析及对策
2)  plate rubber support
板式橡胶支座
1.
Setting the plate rubber support that widespread availability in bridge projects as example,it discusses the calculation simple drawing in bridge shock,compares the calculation simple drawing of need and not need to get the shock design,and points out the merits of plate rubber support,gives a reference to the simple of the design of calculation drawing of bridge.
以桥梁工程中应用广泛的板式橡胶支座为例,对于桥梁隔震设计中计算图示的简化做出初步的探讨,并对需要进行隔震设计的桥梁和不需要进行隔震设计的桥梁的计算简图做出对比,指出了板式橡胶支座的优势,为桥梁隔震设计计算图的简化提供了参考。
2.
In order to improve the capability of resisting lateral displacements of plate rubber support so as to ensure the train run safely and prolong the natural life of bridge,A FEM model of plate rubber support is established to calculate its shear stress and strain.
为了提高板式橡胶支座的抗横移性能,提高列车的行驶安全和桥梁的使用寿命,采用有限元方法,建立了板式橡胶支座的有限元模型,计算板式橡胶支座在荷载作用下的剪应力和剪应变,得到了板式橡胶支座横向和纵向抗剪弹性模量,并与试验结果进行了对比。
3.
Based on that, the problems existing in installation and maintenance process of plate rubber supports are put forward, and the corresponding solutions are obtained, which can provide reference.
依托云南省交通厅科技项目《桥梁橡胶支座检测与安装技术研究》,以水麻高速公路为主要研究对象,对山区高墩简支变连续梁桥支座病害进行充分的调研,在此基础上提出板式橡胶支座安装及养护过程中存在的问题,并给予相应的解决方案,可供相关人员参考与借鉴。
3)  elastomeric bearing pads
板式橡胶支座
1.
Combining the elastomeric bearing pads calculation example in section 8.
4节的板式橡胶支座的计算实例,参照ISO22762-2:2005规定的局部总应变校核方法,对橡胶支座在桥梁中的几种受力组合状态进行验算。
2.
The test method of mechanic properties, evaluat ion of results of elastomeric bearing pads have been made particularly.
交通部新修订的产品行业标准《公路桥梁板式橡胶支座》JT/T4-2004(代替JT/04-1993和JT3132。
4)  circular plate type elastomeric pad bearings
圆板式橡胶支座
1.
Through the compression tests of circular plate type elastomeric pad bearings and rigidity tests of the elastomer,the FEA model is founded according to the characteristic of the elastomer and primary theory of the elastomeric bearing behavior,and the stress of the plate type elastomeric pad bearings is also analyzed.
对圆板式橡胶支座做了抗压试验和橡胶硬度试验,在试验的基础上根据橡胶材料特性和橡胶支座行为特征基本理论,建立FEA模型,并对橡胶支座在轴心均布加载工况进行应力分析,结合支座抗压试验变形数据和支座内部应力分布规律证明该FEA模型基本正确,由计算结果可以看出在支座内部存在着应力分布不均匀的现象,同时还可看出圆板式橡胶支座圆周橡胶保护层具有减小支座内部剪应力的作用。
5)  teflon slider bearing
滑板式橡胶支座
6)  plate rubber support of bridge
桥梁板式橡胶支座
1.
Local disengaging design origins analysis in the plate rubber support of bridge;
桥梁板式橡胶支座局部脱空设计成因分析
补充资料:橡胶模具、橡胶压模、橡胶硫化模
分子式:
CAS号:

性质:又称橡胶模具、橡胶压模、橡胶硫化模。用于压制橡胶产品的金属模型。一般用钢材(如45号钢)按图纸要求经机械加工而制得,并经热处理以提高其硬度及耐磨性。模具型腔与产品结构相同,型腔尺寸必须考虑不同橡胶的收缩率,在产品尺寸基础上进行放大或缩小,方可得到合适的产品尺寸。模具从工艺操作考虑还要设置流胶槽、启模口、定位销等。

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