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| 土层及钻机差异对灌注桩孔径变化规律的影响 | |
| 引用本文： | 鲁嘉,黄安芳,赵春风,李尚飞,张志勇.土层及钻机差异对灌注桩孔径变化规律的影响[J].地下空间与工程学报,2010,6(2). |
| 作者姓名： | 鲁嘉 黄安芳 赵春风 李尚飞 张志勇 |
| 作者单位： | 1. 同济大学岩土及地下工程教育部重点实验室,上海,200092;同济大学地下建筑与工程系,上海,200092 2. 广西建筑工程质量检测中心,南宁,530001 3. 上海城建集团公司,上海,200023 |
| 基金项目： | 上海市重点学科建设项目，上海城建(集团)公司资助项目 |
| 摘 要： | 在成孔质量的各影响因素中,土层性质及成孔机具对孔径变化的影响最为显著。文章基于砂土和粘性土自身性质的差异,以及常规钻机和旋挖钻机施工特性,结合工程现场成孔实测数据,通过对不同土层条件下孔径变化趋势的统计和分析,总结出孔径变化规律。结果表明:孔径沿深度分布大致呈缩小趋势,浅部土层性质不稳,孔径变化剧烈,易受各种因素影响而产生扩孔;常规钻机护壁性能好,成孔孔径随时间变化小,相对稳定,而旋挖钻机护壁性能差,尤其在砂土中易形成缩孔;粘性土自身性质稳定,缩孔效应不明显。砂土层的粘聚力甚小,更易出现松弛,导致土体侧向位移;在砂层土采用常规钻机优势明显。在常州土层中采用旋挖钻机施工,若含有大范围砂层,建议在一清后4.5h内灌注混凝土。 |
| 关 键 词： | 成孔检测 卸荷 孔径变化 土层性质 缩孔 |
Research on Effect of Different Soil Layer Character and Drilling Machine on Variation of Diameter of Cavities of Cast-in-place Bored Piles |
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| Lu Jia,Huang Anfang,Zhao Chunfeng,Li Shangfei,Zhang Zhiyong.Research on Effect of Different Soil Layer Character and Drilling Machine on Variation of Diameter of Cavities of Cast-in-place Bored Piles[J].Chinese Journal of Underground Space and Engineering,2010,6(2). | |
| Authors: | Lu Jia Huang Anfang Zhao Chunfeng Li Shangfei Zhang Zhiyong |
| Affiliation: | Lu Jia1,2,Huang Anfang3,Zhao Chunfeng1,Li Shangfei1,Zhang Zhiyong4(1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Department ofGeotechnical Engineering,Tongji University,Shanghai 200092,China,2.Department of Geotechnical Engineering,3.Guangxi Construction Testing Centre,Nanning 530001,4.Shanghai Urban Construction(Group) Corporation,Shanghai 200023,China) |
| Abstract: | Soil layer character and drilling machine play the most important role among the factors which affect the quality of cavity formation.This paper makes statistics of and analyzes the trend of variation of diameter of cavities in different soil layer so as to summarize the rule and mechanism of variation of diameter of cavities by making use of measured data about diameter of cavities in engineering site.The results indicate as follows: the diameter of cavities decreases with depth increase,and the diameter o... |
| Keywords: | detection of cavities unloading effect variation of diameter soil layer quality contractive cavities |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |
