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Chinese translation for "temporary support"

临时支撑
临时支承
临时支护
临时支架
临时支柱


Related Translations:
temporary overproduction:  虚假的生产过剩
temporary stoppage:  临时停工
temporary summation:  短暂积聚
temporary fence:  临时围栏
temporary spring:  间歇泉暂时泉
temporary slide:  临时玻片临时装片
temporary backing:  临时垫板
temporary permit:  临时通行证临时许可证
temporary decking:  临时路面
temporary register:  临时登记临时寄存器暂存寄存器暂时寄存器, 暂存器
Example Sentences:
1.Temporary supports would have impeded navigation in the channel .
临时支架将妨碍河道航运。
2.Emphasis is put on the angle - inserting method of temporary support
重点介绍临时支护中的角钢插入法。
3.Analysis of dismantling temporary support of shallow - depth large - span tunnel
浅埋大跨度隧道临时支撑的拆除分析
4.Application of using single hydraulic props as temporary support in room - and - pillar coal face
刀柱炮采工作面单体液压支柱临时支护方式
5.Probing into temporary support technology using shotcrete and bolting with wire mesh in roadway drivage
锚网喷巷道掘进临时支护工艺探讨
6.Over the course of several days , the fibrin broke down as intended , after fulfilling its role as a temporary support for the cells
几日过后,纤维蛋白正如期望的那样,完成其作为细胞暂时的支持底物后逐渐降解。
7.Abstract : this paper introduces the construction operation procedure of tunnel engineering in adverse geologic areas , which includes excavation , temporary support , concrete lining , and so forth
文摘:介绍某隧洞工程不良地质洞段施工中的开挖,临时支护,砼衬砌等各项作业。
8.In qingdao , this system has become one of main technologies in the field of deep foundation trench . the technology of anchor shot , which appeared 50 years ago in foreign countries , was only a temporary supporting measure during constructing
锚喷技术,在国外50年代前,只是作为施工过程中的一种临时性措施, 50年代中后期出现了灌浆锚杆和喷射砼,而作为基础支护的锚定工法于60年代在欧洲开始普及。
9.In light of the simulative research results , three methods are applied to analyze some controversial problems in this kind of structural system ( such as the concrete pouring sequence of continuous ends , the applying sequence of pretensioned force , the removal of the temporary supports , the concrete pouring style of continuous ends , the optimization of constructional reinforcement and prestressed reinforcement ) . some important conclusions are drawn : the concrete pouring sequence of continuous ends should be in accordance with the principle of " interval end " ; the removal of temporary supports is also on this principle ( opposite to traditional opinions ) . at the same time , other problems such as the shrinkage and creep effects of concrete , the c racking and failure pattern , the optimization of reinforced bars and prestressed bars are also analyzed in detail
在此基础上,对于目前先简支后连续结构体系中存在的一些有争议的问题(如后连续端部浇筑和后连续预应力张拉的顺序、体系转换中的临时支座拆除顺序、后连续端部浇筑方式、后连续端部的预应力筋及普通钢筋的优化等) ,我们分别运用三种方法进行了细致的模拟分析、研究,并得出了一些具有重要工程意义的结论:后连续端部的浇筑顺序和后连续预应力张拉的“隔跨”原则,临时支座拆除的“隔跨”原则(此前人们一直认为“对称浇注和对称张拉”是最为合理的施工工序) ,混凝土的收缩、徐变对先简支后连续结构体系的影响一般较小等。
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