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预应力钢板环箍加固设计和施工
引用本文:王佃效.预应力钢板环箍加固设计和施工[J].铁道建筑技术,2009(3).
作者姓名:王佃效
作者单位:中铁十四局集团有限公司,济南,250014
摘    要:利用钢材的热胀冷缩原理,通过箍板降温回缩对加固柱混凝土产生预压应力,使核芯混凝土处于三向受压状态,从而有效提高混凝土强度和变形能力。用形状改变比能理论对混凝土三向受压进行受力分析,对预应力加固缀板进行详细设计,并进行施工、检测并从中得到的经验。

关 键 词:预应力钢板环箍  三向受力  比能理论

Designing and Construction of Prestressed Steel Hoop Reinforcement
WANG Dianxiao.Designing and Construction of Prestressed Steel Hoop Reinforcement[J].Railway Construction Technology,2009(3).
Authors:WANG Dianxiao
Institution:Wang Dianxiao(China Railway 14th Group Corporation; Ji nan 250014; China);
Abstract:Steels expand with heat and contract with cold.So hoops at low temperature contract and give stress to the column concrete.The core concrete is in a state of three dimension stress,thus effectively increases the concrete strength and deformability.By using the principle of energy of form-changed criterion,this paper analyzes the concrete stressed from three dimensions,designs,constructs and tests prestressed reinforced batten plates and get experience from thus.
Keywords:prestressed steel hoop  stressed from three dimensions  the criterion of deviator strain energy
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