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reinforcing
相关语句
  加固
    SUMMARIZE THE REINFORCING DESIGN AND CONSTRUCTION OF THE LONGJIN RESERVOIR DAM
    龙井水库大坝加固设计与施工概述
短句来源
    This paper introduces the present situation of and problems existing in the Shanze Reservoir Project,expounds the reinforcing scheme and project design,and probes into the effect and benefit of this project.
    介绍了山泽水库工程情况及存在的问题,论述了加固方案及工程设计,并对工程效果与效益进行了分析。
短句来源
    Application of Concrete Filling Piles to Reinforcing Hydropower Project
    混凝土灌注桩在水电工程加固中的应用
短句来源
    Comments on the Study of Reinforcing Effect of Prestressed Anchored Steel Rope
    关于预应力锚索加固效应研究的几点看法
短句来源
    Practice and experience of reinforcing the dangerous dams with pre stressed anchorage cable
    预应力锚索加固病险坝的实践与经验
短句来源
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  “reinforcing”译为未确定词的双语例句
    Three-dimensional Display of Orthogonal Galleries Reinforcing Steels by the Computer
    正交廊道钢筋计算机三维图形研究
短句来源
    Study on the Three-Dimensional Mathematical Models for Reinforcing Steels of Orthogonal Galleries
    正交廊道钢筋三维数学模型研究
短句来源
    Spatial elastoplastic analysis of reinforcing outlets in flood release dam section of TGP
    三峡泄洪坝段孔口配筋方案空间弹塑性分析
短句来源
    Practice fo the cold rolled reinforcing bar with ribs in the building project
    冷轧带肋钢筋在建筑工程中的实践
短句来源
    Reinforcing inlet and new technique and materials adopted in Changdian Hydropower Station
    长甸电站进水口护固工程及其新工艺、新材料简介
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  reinforcing
The study on toughening and reinforcing of bisphenol-A epoxy resin is one of important developmental direction in the field.
      
Extrahypothalamic corticoliberin receptors regulate the reinforcing effects of self-stimulation
      
Voluntary contraction of hand muscles, e.g., by squeezing a hand dynamometer, is the most convenient method for inducing the associated activation of skeletal muscles, thereby reinforcing the patellar reflex.
      
It is suggested that associated activation with the reinforcing effect of the Jendrassik maneuver in healthy subjects may be regarded as an approximate model of the excessive background excitation of the motor system in cerebral palsy.
      
Measures for reinforcing the shielding of the detector's experimental zone are proposed.
      
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The experimental data presented in this report are the results of model tests designed for two kinds of spiral shell, one double layered with steel plate and reinforced concrete and the other triple layered with steel plate, cement and steel plate respectively. The results for the double-ayered show that, owing to the presence of concrete outer layer of the shell, the maximum boundary stress of steel is reduced to about 20—25%, and the pressure distribution between these two layers takes the shape somewhat...

The experimental data presented in this report are the results of model tests designed for two kinds of spiral shell, one double layered with steel plate and reinforced concrete and the other triple layered with steel plate, cement and steel plate respectively. The results for the double-ayered show that, owing to the presence of concrete outer layer of the shell, the maximum boundary stress of steel is reduced to about 20—25%, and the pressure distribution between these two layers takes the shape somewhat like a sine curve. Based on this consideration, the author suggests an approximate method for computing the stresses of a double-layered shell. The measurement of the stresses in the outer and inner steel plates of the triplelayered type indicates that the peak value of the boundary stress of the shell does not appear.

本文介绍了钢板、水泥双层蜗壳和三夹层蜗壳的模型试验结果。双层蜗壳试验指出,在同样的内压作用下,内层钢蜗壳的最大边界应力由于外层钢筋混凝土的工作,减小约20~25%;层间压力分布近似于余弦曲线。在此基础上,作者提出了计算双层蜗壳的近似方法。在三夹层蜗壳的试验中,测量了内外层钢板的应力,发现这种结构不仅在工艺上有其特点,而且能在很大程度上消除蜗壳边界的应力高峯。

The severe deformation and cracking due to complex geological conditions in linings in the construction of this underground hydroelectric power plant has caused considerable concern. To monitor and investigate the stability of the surrounding rock and the behavior of reinforced concrete construction, field instrumentation has been set up and utilized, crack monitoring system was established. For the permanent stability of the underground caverns, further rock mechanics analysis and finite element analysis...

The severe deformation and cracking due to complex geological conditions in linings in the construction of this underground hydroelectric power plant has caused considerable concern. To monitor and investigate the stability of the surrounding rock and the behavior of reinforced concrete construction, field instrumentation has been set up and utilized, crack monitoring system was established. For the permanent stability of the underground caverns, further rock mechanics analysis and finite element analysis have been made. By synthesizing these findings, it has been shown tentatively that the "Earth Crust" stress is large and excavation induces stress redistribution in the surrounding rock. The stability of side walls has become stable by adopting some justifiable strengthening measures. Analysis shows also that the stress distribution is non-uniform, the excessive stress is increased not large and is localized in a relatively small zone in the rock pillar, and the shearing stress is not excessive. Therefore the rock pillar is still stable. Further investigations and field measurements are still under way.

本电站地下厂房的地质条件比较复杂。施工过程中,建筑物的围岩发生较明显的变形,多处混凝土衬护出现较密集的裂缝,引起关心和重视。为了监测和研究围岩的整体稳定性和建筑物结构的受力情况,按装了内部原型观测和外部裂缝观测设备。为了研究地下洞室的永久运行安全性,还进行了岩石力学和有限单元分析计算工作。综合分析表明,产生围岩变形和混凝土衬护裂缝的主要原因是岩体内地应力大,及开挖后侧向应力解除所致。边墙经采取适当的加固措施而趋于稳定。对中间岩柱的分析表明.应力分布不均一,应力增长尚不过大,且局限于较小的范围内;剪应力也不太大。因此,可以认为岩柱仍然是稳定的。今后还要继续加强原型观测和研究工作。

After taking into consideration of the deformation of rocks in confor- mity with tunnel lining,the effect of the structural forces within the ro- cks actlng on the tunnel linlng,the extension of lining cracks against the rocks around and the construction peculiarities botween the tunnel lining and its cracks,the author dealt with the calculation of the circular non- lining tunnels,the concrete lined tunnels,and the reinforced concree li- ned tunnels as welt as the improvement in the calculation of the...

After taking into consideration of the deformation of rocks in confor- mity with tunnel lining,the effect of the structural forces within the ro- cks actlng on the tunnel linlng,the extension of lining cracks against the rocks around and the construction peculiarities botween the tunnel lining and its cracks,the author dealt with the calculation of the circular non- lining tunnels,the concrete lined tunnels,and the reinforced concree li- ned tunnels as welt as the improvement in the calculation of the circular pressure tunnels used at prosent。

本文在考虑围岩和衬砌变形协调的基础上,同时考虑到围岩内结构力对衬砌应力的影响,衬砌裂缝的扩展(向围岩内),以及衬砌裂缝部分和未裂缝部分的工作特点等因素,分别探讨了园形无衬砌隧洞,有混凝土衬砌的隧洞和有钢筋混凝衬砌的隧洞的计算方法,对目前设计中所沿用的园形压力隧洞的计算方法作了改进。

 
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