| 大直径多桩联合变截面大承台设计 |
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| 引用本文： | 余江,郑佩婷. 大直径多桩联合变截面大承台设计[J]. 山西建筑, 2007, 33(19): 116-117 |
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| 作者姓名： | 余江 郑佩婷 |
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| 作者单位： | 广州市番禺城市建筑设计院,广东 广州 511400 |
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| 摘 要： | 通过工程实例,详细地阐述了变截面桩承台的设计要点及计算方案,达到了尽可能减少地基土的开挖量和回填土对基础产生的荷载的目的,可供大直径多桩联合半截面大承台设计工程参考。
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| 关 键 词： | 大直径桩 变截面承台 设计 角度 |
| 文章编号： | 1009-6825（2007）19-0116-02 |
| 修稿时间： | 2007-03-17 |
The design of the variable cross-section large cushion cap of big diameter multi piles combination |
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| YU Jiang,ZHENG Pei-ting. The design of the variable cross-section large cushion cap of big diameter multi piles combination[J]. Shanxi Architecture, 2007, 33(19): 116-117 |
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| Authors: | YU Jiang ZHENG Pei-ting |
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| Affiliation: | YU Jiang ZHENG Pei-ting |
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| Abstract: | Through the projects practices, it specifically represents the design points and calculation program of variable cross-section piles cushion cap, and gets the purpose of doing our best to decrease the quantity of excavation of the soil of foundation and the back filling soil to the happening of loading of foundation. This gives a reference to the design projects of the variable cross-sectlon large cushion cap of big diameter multi piles combination. |
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| Keywords: | big diameter pile the variable cross-section large cushion cap design angle |
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