标准预应力梁孔道注浆的有限元模拟
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科技部开发研究专项资金资助项目(2012EG124042)


Finite element simulation of duct grouting to standard prestressed concrete beam
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    摘要:

    对于预应力梁孔道的注浆,由于注浆孔道狭窄,浆体在孔道中的流动情况十分复杂。为了解注浆体在孔道中的流动情况,建立了注浆体三维有限元模型,首次采用流体力学软件Fluent对标准预应力梁孔道注浆过程进行有限元数值模拟分析。结果显示,在速度云图中,浆体在孔道平弯段空间和孔道顶面的空间流动缓慢,可能导致注浆缺陷;静态压力云图中孔道中间静压大于两端静压,浆体在水化过程中,泌水被迫流至2个端头,造成注浆缺陷。分析结果可为注浆无损检测技术提供理论和实际检测数据处理支持。

    Abstract:

    For the duct grouting of prestressed beams,due to the narrow passageways grouting,the paste in the flow condition is very complex. In order to understand the grouting body in flow,the article establishes a three dimension finite element model of the grouting body,and uses the fluid mechanics software Fluent to analyze the grouting process of the standard prestressed beams through the finite element numerical method for the first time. The results show in the speed of cloud,the paste which is in a straight space and passes top space flows slow,may cause grouting defects. In the cloud of duct static pressure,the static pressure in the centre of the duct is greater than those on both ends. When paste is in hydration process,secrete water is forced to flow to the two ends,which causes grouting defects. The analysis results provide theoretical and actual testing data processing support for grouting nondestructive testing technology.

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严秋荣,徐莹,孔令云.标准预应力梁孔道注浆的有限元模拟[J].重庆大学学报,2014,37(4):93-99.

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  • 收稿日期:2013-10-23
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  • 在线发布日期: 2014-04-23
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