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湿陷性黄土地区百米超长桩施工关键技术研究

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依托陕西省铜川市玉皇阁二号桥及引线工程百米超长桩项目,比选了各类成孔方法和钻机,选定旋挖成孔法施工工艺和徐工XR800E旋挖钻机,完成该百米超长桩施工.介绍了百米超长桩的关键技术要点和质量控制措施,并从钻孔前的预处理、钻孔过程中的综合处理、钢筋笼施工控制措施等方面保证该超长桩施工的可靠性.通过试桩试验,确定了百米超长桩在湿陷性黄土场地的承载力和沉降特性.施工过程中,严格把控土层钻进参数、泥浆循环系统、沉渣厚度、钢筋笼安全稳定性验算、水下混凝土灌注等关键环节,为类似湿陷性黄土地区百米超长桩施工提供解决方案.
Research on Key Construction Techniques for Extra Long Piles in Collapsible Loess Regions
Based on the 100-meter super-long pile project of Yuhuangge No.2 Bridge and Approach Line Project in Tongchuan City,Shaanxi Province,various hole-forming methods and drilling rigs are compared and selected.The construction technology of the rotary drilling hole-forming method and the XCMG XR800E rotary drilling rig were selected to complete the construction of 100-meter super-long piles.The key technical points and quality control measures of 100-meter super-long piles were introduced,and the reliability of the super-long pile construction was guaranteed from the aspects of pretreatment before drilling,comprehensive treatment during drilling,and reinforcement cage construction control measures.The bearing capacity and settlement characteristics of the 100-meter super-long pile in the collapsible loess site were determined through the test pile.The key links,such as drilling parameters of the soil layer,mud circulation system,sediment thickness,safety and stability checking of the steel cage,and underwater concrete pouring,were strictly controlled during the construction process,which provides a solution for the construction of 100-meter super-long piles in similar collapsible loess areas.

pilescollapsible loessrotary drilling methodtest pilebearing capacityconstruction

于宗让、唐良、韩国定

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陕西建工机械施工集团有限公司,陕西 西安 710000

桩基础 湿陷性黄土 旋挖成孔法 试桩 承载力 施工技术

陕西省交通运输厅科研项目陕西省住房城乡建设科技计划2022年陕西省级国有资本经营预算科技创新专项

21-63K2022-S21

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(1)
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