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浇框架柱
相关语句
  rc frame column
     CONTRASTING ANALYSIS OF PC COMPOSITE FRAME COLUMN AND RC FRAME COLUMN UNDER REVERSED LOW-CYCLIC LOADING
     水平低周反复荷载作用下预应力叠合框架柱与整浇框架柱的对比分析
短句来源
  “浇框架柱”译为未确定词的双语例句
     Causation and prevention measure of quality problem in high building
     关于高层建筑现浇框架柱施工中部分质量问题产生原因和防治措施的探讨
短句来源
     Strengthening Treatment of Deviation of Rebars in Column && Strength Inadequacy of Cast-in-situ Framework
     现浇框架柱筋偏移或强度不足的加固处理
短句来源
     Talking About the Precautions Against Some Quality Problems in Cast-in-Place Frame Column of Construction
     浅谈现浇框架柱施工中部分质量问题的防治措施
短句来源
     Comparative Analysis and Study on Mechanical Behavior and Deformation in Columns of Composite Beam Frames
     叠合梁框架柱与整浇框架柱的对比分析
短句来源
     The measure to prevent concrete frame from replacement in constructing
     现浇框架柱错位的防治措施
短句来源
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  相似匹配句对
     The measure to prevent concrete frame from replacement in constructing
     现框架错位的防治措施
短句来源
     DESIGN FOR SPECIAL-SHAPED COLUMN FRAME
     异形框架设计
短句来源
     LATERAL STIFFNESSES OF COLUMNS IN FRAME
     框架的侧移刚度
短句来源
     Iron Pattern with Sand Core for Column of Radial Drill casting
     铁模、砂芯
短句来源
     Experimental research on seismic behavior of cast in-site RC frame columns with construction joint
     现钢筋混凝土框架施工缝抗震性能试验研究
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On the basis of the experimental information on two composite beam frames and one cast in place frame, this paper analyzes in detail mechanical behavior and deformation of columns in composite beam frames by way of comparative study. Results of analysis show that strain of section in the columns of composite beam frames is in line with the assumption of strain .The bearing capacity of columns is not reduced by construction techniques and two stage loading of beams, the strain of columns in composite...

On the basis of the experimental information on two composite beam frames and one cast in place frame, this paper analyzes in detail mechanical behavior and deformation of columns in composite beam frames by way of comparative study. Results of analysis show that strain of section in the columns of composite beam frames is in line with the assumption of strain .The bearing capacity of columns is not reduced by construction techniques and two stage loading of beams, the strain of columns in composite beam frames appears later than that in cast in place frame at elastic stage. Inflecture point of column lied lower than that of cast in place frame. Going into elastic plastic stage, the preceding tensile strain of tensile reinforcing bars in side columns of composite beam frames is quite obvious. The main cause of preceding tensile strain is due to the reduction of joint rigidity. Some measures are presented to avoid the reduction of joint rigidity in this paper, which are quite instructive for engineering practice.

根据两榀叠合梁框架、一榀整浇框架的实测资料,采用对比分析的方法,对叠合梁框架柱和整浇框架柱的受力性能及变形特征进行对比分析.结果表明,叠合梁框架柱的截面应变符合平截面假定,柱的承载力并不因梁的叠合施工工艺和二阶段受力而降低;柱端钢筋和混凝土的应变在弹性阶段均滞后于整浇框架,底层柱的反弯点低于整浇框架柱.但在进入弹塑性阶段后,叠合梁框架边柱受拉区的钢筋较明显地表现出“拉应变超前”的特性,本文分析了产生钢筋拉应变超前的本质原因.首次提出叠合梁框架节点刚度弱化的概念和加强节点刚度的构造措施,对工程实践具有指导意义.

This paper analyses why concrete frame quality does not meet requirement in high building and introduces pre-vention measure. It has guidance signification to practice construction.

本文从施工角度,详细分析了影响高层建筑现浇框架柱施工质量的原因。并且介绍了防治措施,对实际施工具有指导意义。

According to the practical datum of two pieces of HPC composite frame and one piece of RC frame, the forcing behavior of HPC composite frame column and RC frame is compared and studied. Some essential causes of composite frame column showing pre going strain in pulling steel under laterally reversed low cyclic loading after entering elastic plastic phase are analysised. This author also presents the failure phenomenon of rigidity of joint. It is significant for HPC composite frame to be applied in seismic...

According to the practical datum of two pieces of HPC composite frame and one piece of RC frame, the forcing behavior of HPC composite frame column and RC frame is compared and studied. Some essential causes of composite frame column showing pre going strain in pulling steel under laterally reversed low cyclic loading after entering elastic plastic phase are analysised. This author also presents the failure phenomenon of rigidity of joint. It is significant for HPC composite frame to be applied in seismic region.

根据两榀高效预应力叠合框架和一榀整浇框架的实测资料 ,对预应力叠合框架柱和整浇框架柱的受力性能进行了对比研究 ,分析了叠合框架柱在水平低周荷载作用下进入弹塑性阶段后 ,受拉区钢筋出现应变超前的本质原因。提出了水平低周反复荷载下叠合框架节点刚度弱化现象及加强节点刚度的构造措施 ,对高效预应力叠合框架在地震区的应用具有现实意义。

 
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