首页|工艺参数对灌注桩桩基后注浆浆液扩散的影响

工艺参数对灌注桩桩基后注浆浆液扩散的影响

扫码查看
劈裂注浆作为最常用的注浆方式,其工艺参数条件直接影响浆液扩散范围,研究浆液扩散特性对确定现场施工参数条件具有指导意义.以某灌注桩现场为基础,建立了平板裂缝浆液扩散模型,研究了不同因素对桩基后注浆浆液最大扩散半径的影响.结果表明,注浆压力增加导致浆液最大扩散半径先升高后趋于平缓,注浆压力优选4 MPa.随着注浆量的增加,浆液最大扩散半径先升高后趋于平缓.水泥浆粘度增加导致浆液最大扩散半径降低,技术人员在设计水泥浆时,在考虑力学性能基础上应引入浆液粘度对最大扩散半径的影响.浆液最大扩散半径随着裂缝高度的增加先增大后降低,裂缝高度为25 cm时有利于灌注桩承载能力的提升.裂缝宽度对最大扩散半径的影响较小.
Effect of process parameter on grouting slurry diffusion after grouting pile foundation
Split grouting is the most commonly used grouting method.The grouting process parameters directly affect the grout diffusion range.The study of the grout diffusion characteristics has guiding significance for determining on-site construction parameters.Based on a grouting pile site,a flat crack grout diffusion model was established to study the influence of different factors on the maximum diffusion radius of grouting behind the pile foundation.The results show that the increase in grouting pressure causes the maximum diffusion radius of the grout to increase first and then level off,and the optimal grouting pressure is 4 MPa.As the grouting volume increases,the maximum diffusion radius of the grout first increases and then levels off.The increase in cement slurry viscosity leads to a decrease in the maximum diffusion radius of the slurry.When designing the cement slurry,technicians should introduce the influence of the slurry viscosity on the maximum diffusion radius based on the mechanical properties.The maximum diffusion radius of slurry first increases and then decreases with the increase of crack height.When the crack height is 25 cm,it is beneficial to improve the bearing capacity of cast-in-place piles.The crack width has little impact on the maximum diffusion radius.

post groutingpile foundationgroutdiffusion rangecracks

仪晓立、王振军、侯向阳、惠冰、孙巍、张旭、苗鑫、ZHANG Wenjun

展开 >

中铁一局集团建设安装工程有限公司,西安 710000

山东省交通科学研究院,济南 250014

Shandong Transportation Institute,Ji'nan 250014,China

后注浆 桩基 浆液 扩散范围 裂缝

山东省交通运输科技计划项目

2023B46

2024

矿冶
北京矿冶研究总院

矿冶

CSTPCD
影响因子:0.78
ISSN:1005-7854
年,卷(期):2024.33(1)
  • 19