constructional reinforcement meaning in Chinese
构造钢筋
Examples
- Problems are often occurred : cross - section of frame columns depends upon the limit of axial compressive ratio , the constructional reinforcement ratio becomes the ratio of longitudinal reinforcing steel bar of frame columns , such problems are not reasonable
经常出现的情况是：框架柱的断面由轴压比限值确定，而框架柱的配筋由构造配筋率决定，这其中存在着不合理的地方。 - It is found by comparison that as the structural forms of special - shaped columns and short - shear walls are used , the structures should be arranged reasonably so as to meet the needs of lateral stiffness , and axial compression ratio should be controlled strictly so as to meet the needs of constructional reinforcement to prevent the probably curling and shear failure for the purpose of meeting the needs of the construction of small high - buildings
对比讨论发现：采用钢筋混凝土异形柱和短肢剪力墙的结构形式时，应当进行合理的结构布置以满足结构整体抗侧移刚度的要求，同时严格控制竖向构件轴压比并满足配筋构造以防止构件可能出现的翘曲和剪切破坏，这样才能同时满足小高层住宅对建筑和结构的需要。 - 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。
Related Words
- constructional
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