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1)  laminated rubber bearing
夹层橡胶支座
2)  rubber bearing with a steel bar
带限位钢棒夹层橡胶支座
1.
To reduce the horizontal displacement of the insulation layer in base insulation structure under rare earthquakes,the rubber bearing with a steel bar inside was introduced.
介绍了带限位钢棒夹层橡胶支座的工作原理,分析了其力学模型,提出了“三线型”恢复力模型,并给出了恢复力表达式。
3)  laminated rubber bearing
叠层橡胶支座
1.
Catastrophic seismic response of isolated structure based on laminated rubber bearings;
叠层橡胶支座隔震结构地震响应的突变分析
2.
Seismic response analysis of aqueduct bridge with laminated rubber bearing;
设置叠层橡胶支座梁式渡槽的地震响应分析
3.
A new form of isolation,the segmented isolation,applied to the large aspect ratio high-rise structure is put forward based on the laminated rubber bearing(LRB),and the numerical simulation in the same high-rise structure controlled by the segmented isolation is carried out compared with the base and the story isolation.
本文提出了一种基于叠层橡胶支座的大高宽比高层建筑分段隔震结构形式,并对同一高层建筑结构分别采用基础隔震、层间隔震和分段隔震三种不同形式时进行了数值模拟对比分析。
4)  rubber support in layers
分层橡胶支座
1.
Taking the middle pier of a grade separation bridge in Beijing City as the example, the article carries out the vibrostand experiment study of the bridge model earthquake reaction, and investigates the influence of the model earthquake reaction on the rubber support in layers, which provide the experimental basis for the anti-earthquake design of the bridge structure.
该文以北京市某立交桥中墩为原型,进行了桥梁模型地震反应的振动台实验研究,考察了分层橡胶支座对模型地震反应的影响,为桥梁结构的抗震设计提供实验依据。
5)  laminated rubber bearings
叠层橡胶支座
1.
Also, the rational compressed stress of laminated rubber bearings used in base-isolated buildings is studied .
提出了一种隔震建筑用叠层橡胶支座的大变形模型。
2.
Dynamic stability and mechanical behaviors of laminated rubber bearings;
文章基于简化分析和动力实验 ,讨论了在隔震建筑设计中与叠层橡胶支座稳定性相关的问题。
6)  rubber bearing
叠层橡胶支座
1.
Application of rubber bearing in bridge structure;
叠层橡胶支座在桥梁结构中的应用
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。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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