输电铁塔角钢无损加固分析与计算方法
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作者单位:

1.国网河南省电力公司经济技术研究院;2.山东大学 土建与水利学院

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中图分类号:

TU391

基金项目:

国家自然科学基金项目(面上项目,重点项目,重大项目),


Analysis and calculation method of nondestructive Reinforcement for Angle steel of transmission tower
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Affiliation:

1.State Grid Henan Economic Research Institute;2.School of Civil Engineering, Shandong University

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    摘要:

    对于运行时间较长或有扩容改建要求的服役输电铁塔,部分构件承载力不足导致输电铁塔无法满足更高的设计要求,因此有必要通过开展角钢构件加固措施研究,来有效提升输电塔的承载性能。以输电铁塔中典型角钢为研究对象,提出了输电铁塔无损加固方法,该方法采用螺栓与夹具将原构件和加固构件形成组合加固构件,该组合构件不需要对原构件造成损伤,且结构简单和应用性强;建立了组合构件精细化数值模型,研究了原构件长细比、夹具间距(数量)、钢材特性对组合构件加固效果的影响规律,推导了组合构件受压承载力计算方法。研究结果表明:提出的加固方法效果显著,加固水平最高达到56.34%;原构件长细比对组合构件提升水平影响明显,组合构件提升效果随着原构件长细比增加而逐渐显著;当夹具数量为奇数个且夹具间距小于750mm时,组合构件的加固效果最佳;加固构件的钢材特性对组合构件受压承载力和延性影响较小;提出的组合构件受压承载力计算方法与有限元模拟吻合良好,可以为输电铁塔角钢无损加固设计提供参考。

    Abstract:

    For transmission towers in service with long operation time or expansion and reconstruction requirements, the insufficient bearing capacity of some components leads to the failure of transmission towers to meet higher design requirements. Therefore, it is necessary to carry out reinforcement measures of Angle steel components to effectively improve the bearing capacity of transmission towers. Taking the typical Angle steel of transmission tower as the research object, the method of non-destructive reinforcement of transmission tower is put forward. The method uses bolts and fixtures to form the original member and the strengthened member into the combined strengthening member. The combined member does not need to cause damage to the original member, and has a simple construction and advanced applicability. A fine numerical model of composite components was established, and the effects of slenderness ratio of original components, fixture spacing (number) and steel properties on the reinforcement effect of composite components were studied. The calculation method of bearing capacity of composite components was deduced. The results show that the effectiveness of the proposed reinforcement method is remarkable, and the maximum reinforcement level reaches 56.34%. The slenderness ratio of the original component has a significant effect on the improvement level of the composite component, and the improvement effect of the composite component is gradually significant with the increase of the slenderness ratio of the original component. When the number of fixtures is an odd number and the distance between fixtures is less than 750mm, the reinforcement effect of composite components is the best. The steel properties of reinforced members have little influence on the bearing capacity and ductility of composite members. The method for calculating the bearing capacity of composite members is in good agreement with the finite element simulation, which can provide a reference for the design of nondestructive reinforcement of Angle steel of transmission towers.

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  • 收稿日期:2022-03-16
  • 最后修改日期:2022-05-17
  • 录用日期:2022-05-19
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