| 某办公楼嵌岩桩的嵌岩深度分析 |
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| 引用本文： | 张万庆,朱红,李勇,戴纪锋,吴军. 某办公楼嵌岩桩的嵌岩深度分析[J]. 沈阳建筑工程学院学报(自然科学版), 2002, 18(3): 173-175 |
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| 作者姓名： | 张万庆 朱红 李勇 戴纪锋 吴军 |
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| 作者单位： | [1]沈阳建筑工程学院工程建设监理公司，辽宁沈阳110015 [2]海南省第二建筑工程公司，海南海口570228 |
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| 摘 要： | 分析了海口市某办公楼钻孔灌注桩的嵌岩深度及影响因素，试验分析表明，桩的长径比较大时，桩端阻力所分担的荷载仅占荷载的一小部分，因而在满足施工质量的前提下，可适当减小桩的嵌岩深度，该工程设计嵌岩深度1.5m，实际采用了0.8m，加快了施工进度，降低了工程造价。
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| 关 键 词： | 钻孔桩 嵌岩深度 桩端阻力 桩侧阻力 |
| 文章编号： | 1671-2021(2002)03-0173-03 |
| 修稿时间： | 2002-03-02 |
Analysis on the Pile Depth Embedded in Rocks of an Office Building in Haikou |
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| ZHANG Wan Qing ,ZHU Hong ,LI Yong. Analysis on the Pile Depth Embedded in Rocks of an Office Building in Haikou[J]. Journal of Shenyang Archit Civil Eng Univ: Nat Sci, 2002, 18(3): 173-175 |
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| Authors: | ZHANG Wan Qing ZHU Hong LI Yong |
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| Affiliation: | ZHANG Wan Qing 1,ZHU Hong 1,LI Yong 2 |
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| Abstract: | Some factors and the depth embedded in rocks of pouring piles have been analyzed. The experiment illustrates that the resistance of the pile and undertakes only a small part of gross load when the ratio of the length to the diameter of piles is higher. With ensuring the quality of project, the pile depth embedded in pock can be reduced properly. The original design depth embedded in rocks was 1 5?m in this project, but we actually adopted the depth of 0 8?m and consequently speeded up project and cut down the cost. |
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| Keywords: | hole drilling pile depth embedded in rocks resistance of pile end resistance of pile side |
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