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representative strength
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  表现强度
     The paper puts forwards equal strength design on node of unequal strength concrete between beam and column to pour the node and the beam simultaneously with equal-strength concrete by adopting the theory of improvement in representative strength of concrete,in combination with the concept of required concrete strength of the column,and with axis-pressure ratio limit and approach to node construction.
     为了解决这一问题,本文采用节点处混凝土表现强度提高的理论,结合柱子所需混凝土强度的概念,配合轴压比限值和节点构造处理措施,达到不等强度混凝土梁柱节点的等强度设计,实现节点、梁板采用同一强度的混凝土同时浇捣的目标。
  “representative strength”译为未确定词的双语例句
     The main contents and the features of the three professional or local standards for the quality tests of foundation piles by the method of drilling are comparatively introduced. The problems such as the testing processes,the drilling depth of the bearing stratum,the determination method for the representative strength values of the concrete of piles and the reasonable definition of the allowable values of the pile concrete at the breakdown section are discussed,and the suggestions for corrections are presented.
     本文介绍对比了三个建筑基桩质量钻芯法检测的行业和地方技术标准各自的主要内容和特点,探讨了钻芯法的检测程序、基桩持力层检测深度、桩身混凝土强度代表值确定方法和桩身混凝土破碎段容许值的合理取值等问题,并提出了相应的修改建议。
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  相似匹配句对
     Representative Government
     代议制政府
短句来源
     Unit Is Strength
     Unit Is Strength(团结就是力量) (初二适用)
短句来源
     Strength & confident
     李成基:自信就是力量
短句来源
     On Legal Representative
     论法定代表人
短句来源
     A NEW METHOD ON ESTIMATING CONCRETE STRENGTH REPRESENTATIVE VALUE
     估计混凝土检验批强度标志值的一种新方法
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  representative strength
The division of both these rock types into sub-types corresponding to various petrogenetic stages permits the definition of more representative strength and deformation characteristics.
      


The main contents and the features of the three professional or local standards for the quality tests of foundation piles by the method of drilling are comparatively introduced.The problems such as the testing processes,the drilling depth of the bearing stratum,the determination method for the representative strength values of the concrete of piles and the reasonable definition of the allowable values of the pile concrete at the breakdown section are discussed,and the suggestions for corrections are presented....

The main contents and the features of the three professional or local standards for the quality tests of foundation piles by the method of drilling are comparatively introduced.The problems such as the testing processes,the drilling depth of the bearing stratum,the determination method for the representative strength values of the concrete of piles and the reasonable definition of the allowable values of the pile concrete at the breakdown section are discussed,and the suggestions for corrections are presented.

本文介绍对比了三个建筑基桩质量钻芯法检测的行业和地方技术标准各自的主要内容和特点,探讨了钻芯法的检测程序、基桩持力层检测深度、桩身混凝土强度代表值确定方法和桩身混凝土破碎段容许值的合理取值等问题,并提出了相应的修改建议。

Preestimate the intensity of rock-soil aggregate mixture quickly and accurately is not only helpful to design and calculate, but also to establish the construction scheme and choose properly compaction method, while the rock-soil aggregate mixture are broadly used in roadbeds, dykes and dams, and foundation engineering. The physico-mechanical character of the mixture are essentially determinated by the granule property of the mixture and the interior frame of the mixture, but the classification existed are always...

Preestimate the intensity of rock-soil aggregate mixture quickly and accurately is not only helpful to design and calculate, but also to establish the construction scheme and choose properly compaction method, while the rock-soil aggregate mixture are broadly used in roadbeds, dykes and dams, and foundation engineering. The physico-mechanical character of the mixture are essentially determinated by the granule property of the mixture and the interior frame of the mixture, but the classification existed are always set about from the grain composition, it is hardly to predict the character of the mixture from the classification. Aimed at the engineering application, studied the classification method of the mixture supported by the results of lab shear test and compaction test, and utilized the nonlinear theory of fractal geometry, this article assorted the mixture into 3 levels and 24 kinds according to the property of rock and soil, the ratio of rock to soil and the granularity distribution fraction dimension of the mixture, to present the diversity on characters of different kinds of mixtures meanwhile. This synthetical classification method is prone to apply in practice for the criterion of this method is simple and it can be determined conveniently; and the representative strength of different kinds of mixtures could be quickly predict through this classification method.

随着土石混合料越来越广泛地被道路、堤坝、基础等工程采用,快速、准确地预测其抗剪强度指标不仅有利于设计、计算,也有利于施工方案的制定和压实方法的选择。土石混合料的物理力学性质本质上是由颗粒的性质和其内部结构决定的,而现有的土石混合料的分类多从颗粒粒径和含量进行分类,无法从分类上判断其物理力学性质指标。通过室内击实试验、颗粒分析试验、剪切试验,结合非线性的分形几何学原理,对土石混合料进行以工程应用为目的的分类研究,提出了以岩性、含石量和混合料的颗粒组成分形为分类指标的土石混合料工程综合分类法,将土石混合料按3个层次划分为24类,并由试验指出不同类别土石混合料物理力学性质的差异。该综合分类法分类指标简单,指标确定方便,易于实际应用,并可根据分类预测混合料的物理力学性质。

>=It is rather inconvenient to pour intensive concrete into the node of strength concrete column or ordinary concrete beam.The paper puts forwards equal strength design on node of unequal strength concrete between beam and column to pour the node and the beam simultaneously with equal-strength concrete by adopting the theory of improvement in representative strength of concrete,in combination with the concept of required concrete strength of the column,and with axis-pressure ratio limit and approach...

>=It is rather inconvenient to pour intensive concrete into the node of strength concrete column or ordinary concrete beam.The paper puts forwards equal strength design on node of unequal strength concrete between beam and column to pour the node and the beam simultaneously with equal-strength concrete by adopting the theory of improvement in representative strength of concrete,in combination with the concept of required concrete strength of the column,and with axis-pressure ratio limit and approach to node construction.

高强混凝土柱,普通混凝土梁的节点处采用高强混凝土浇捣,在施工过程中相当麻烦。为了解决这一问题,本文采用节点处混凝土表现强度提高的理论,结合柱子所需混凝土强度的概念,配合轴压比限值和节点构造处理措施,达到不等强度混凝土梁柱节点的等强度设计,实现节点、梁板采用同一强度的混凝土同时浇捣的目标。

 
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