| 浅谈大吨位堆载静载荷沉降变形检测的一点体 会简 |
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| 引用本文： | 李廷军.浅谈大吨位堆载静载荷沉降变形检测的一点体 会简[J].工程质量,2013(11):59-61. |
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| 作者姓名： | 李廷军 |
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| 作者单位： | 上海闵衡建筑检测研究所有限公司,上海201199 |
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| 摘 要： | 上海软土地区采用堆载平台反力装置对大吨位灌注桩进行静载荷检测,在无法完全满足相关规范中关于试桩中心、基准桩中心、压重平台支墩边三者的距离要求时,对基桩沉降量的测读方法进行探索和比对,为更好地控制灌注桩静载荷测试质量,提出笔者自己的见解.
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| 关 键 词： | 堆载平台反力装置 软土地区 基准梁 水准测量 沉降量 |
Some Experience of Settlement Deformation Test Under Large Tonnage Heaped Dead Load |
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| LI Tingjun.Some Experience of Settlement Deformation Test Under Large Tonnage Heaped Dead Load[J].Quality of Civil Engineering and Construction,2013(11):59-61. |
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| Authors: | LI Tingjun |
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| Affiliation: | LI Tingjun (Shanghai Minhang building test institute Co., Ltd., Shanghai 201199, China) |
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| Abstract: | Large tonnage cast-in-place pile was dead load tested by counterforee device of heaped load platform in Shanghai soft soil area. Explored and compared the reading measure data method for pile settlement when demand of distance among pile center, benchmark pile center and pier side of weight balance platform in correlated code can＇t be meted. For controlling the quality of dead load test of cast-in-place pile, the author proposed self idea. |
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| Keywords: | counterforce equipment of heaped load platform soft soil area |
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