1) rigid storey
刚性层
1.
the Shenfang Square Building,Yushi Restaurant Building and Huangdu Garden Building,have been designed with each a rigid storey.
深圳市深房广场、余氏酒店和皇都花园３幢超高层建筑均设置刚性层。
2.
While during its structure construction,the apt respective technological measures have been applied for completion of its rigid storey and revolving restaurant.
深圳余氏酒店地上５７层、高２２２ｍ，基础施工中采用了抗拔锚杆桩、大体积高强混凝土；结构施工中对刚性层和旋转餐厅采取了相应技术措施，并对外脚手架及垂直运输机械的选型及布置进行优选。
2) rigid base
刚性基层
1.
The mechanical response of flexible base,semi-rigid base and rigid base asphalt pavement under heavy load was analyzed with the elastic multilayer theory.
采用弹性层状体系理论对重载下柔性基层、半刚性基层和刚性基层的沥青路面的力学响应进行了分析,探讨了重载作用下三种不同基层形式的沥青路面应力分布及其影响因素。
2.
A calculating model is established by the software APBI and the mechanical response of rigid base(CRCP) asphalt pavement under heavy load is analyzed with the elastic multilayer theory.
应用APBI程序,建立计算模型,采用弹性层状体系理论,对重载下刚性基层(CRCP)沥青路面的力学响应进行了分析,探讨了重载作用下刚性基层沥青路面的应力分布及其影响因素。
3.
The milled semi-rigid base material is enormous waste of resources, and result in a series of environmental problems.
大修中铣刨后的半刚性基层材料大量废弃,造成巨大的资源浪费、土地占压,并引发一系列的环境问题。
3) rigid layer
刚性垫层
4) semi-rigid base
半刚性基层
1.
Adaptability analysis of asphalt pavement with flexible base and semi-rigid base under heavy-haul transportation;
柔性与半刚性基层沥青路面重载适应性分析
2.
Analysis of dynamic stress response of lower course by moving-vibrating compaction on semi-rigid base;
半刚性基层振动压实时的下承层动力响应分析
3.
Mechanism of cracking in the semi-rigid base course inhigh-grade highway and measures for control;
高等级公路半刚性基层裂缝形成机理及防治措施
5) Semi-rigid base course
半刚性基层
1.
Application of flexible fibers to semi-rigid base course;
柔性纤维在半刚性基层中的应用
2.
Study on the anti-brushing performance of semi-rigid base course;
半刚性基层材料抗冲刷性能的研究
3.
Formation mechanism and prevention measures of cracks of semi-rigid base course;
路面半刚性基层裂缝形成机理及防治措施
6) semi-rigid type base
半刚性基层
1.
There are many factors affect the forming of reflection cracks in semi-rigid type base asphalt pavement,among them the temperature cracks is most serious one.
半刚性基层沥青路面反射裂缝的形成受多方面影响,温度裂缝是其最根本的原因,因此,防止反射裂缝应该从材料性能、结构设计、施工等多方面采取措施,从而达到最佳的效果。
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