气举反循环清理地下连续墙槽底沉渣数值分析
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武汉地质勘察基础工程有限公司,武汉地质勘察基础工程有限公司,武汉地质勘察基础工程有限公司,武汉地质勘察基础工程有限公司,武汉地质勘察基础工程有限公司

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TU476 .3;P634.6 3

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Numerical Analysis on Slag Removal of Diaphragm Wall Groove Bottom by Air-lift Reverse Circulation
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Wuhan Geological Prospecting & Foundation Engineering Co., Ltd.,Wuhan Geological Prospecting & Foundation Engineering Co., Ltd.,Wuhan Geological Prospecting & Foundation Engineering Co., Ltd.,Wuhan Geological Prospecting & Foundation Engineering Co., Ltd.,Wuhan Geological Prospecting & Foundation Engineering Co., Ltd.

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    摘要:

    为了深入研究用气举反循环清除地下连续墙槽底沉渣的效果,采用Fluent软件,运用模拟数值分析的方法,建立二维模型,并以气举混合器安置深度、空压机清槽压力、沉渣直径为研究对象,得出了如下结论:气举反循环技术能够有效地将沉渣从连续墙基坑底部返出,沉渣的出口速度范围在0.014~1.098 m/s,粘粒的逃逸速度比其它粒径的逃逸速度大;沉渣厚度越大,沉渣清理出来越难。

    Abstract:

    In order to study the application effect of air-lift reverse circulation in slag removal of diaphragm wall groove bottom, Fluent software was used to establish a two-dimensional model by means of simulated numerical analysis method. The placement depth of air-lift mixer, slag cleaning pressure of air compressor and slag diameter are taken as the research objects. It is concluded that the air-lift reverse circulation technology can effectively remove slag from the foundation pit bottom of diaphragm wall. The velocity of slag flowing out is 0.014~1.098m/s, the escape velocity of clay particles is faster than that of slag with other sizes; and the thicker the slag is, the more difficult the slag removal is.

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曾纪文,胡福洪,閤超,等.气举反循环清理地下连续墙槽底沉渣数值分析[J].钻探工程,2017,44(12):71-74.
ZENG Ji-wen, HU Fu-hong, GE Chao, et al. Numerical Analysis on Slag Removal of Diaphragm Wall Groove Bottom by Air-lift Reverse Circulation[J]. Drilling Engineering, 2017,44(12):71-74.

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历史
  • 收稿日期:2017-06-02
  • 最后修改日期:2017-10-30
  • 录用日期:2017-10-30
  • 在线发布日期: 2018-01-24
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