| 某超限高层建筑的结构设计 |
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| 引用本文： | 沈敏捷.某超限高层建筑的结构设计[J].华东交通大学学报,2006,23(5):31-33. |
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| 作者姓名： | 沈敏捷 |
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| 作者单位： | 上海华都建筑规划设计有限公司,上海,200092 |
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| 摘 要： | 主楼桩基按照桩端持力层起伏变化选用不同桩长的人工挖孔桩,进入强风化岩,有效发挥桩身强度,控制绝对沉降,解决了主楼与裙房不设沉降缝的问题.针对结构平面中间部位凹口较大,采取了在凹口处增设楼板,计算时薄弱部位设为弹性楼板的措施,计算结果满足规范要求.
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| 关 键 词： | 人工挖孔桩 绝对沉降 超限高层 |
| 文章编号： | 1005-0523(2006)05-0031-03 |
| 修稿时间： | 2006年4月10日 |
Design of One of out of Codes High-rise Buildings |
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| SHEN Min-jie.Design of One of out of Codes High-rise Buildings[J].Journal of East China Jiaotong University,2006,23(5):31-33. |
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| Authors: | SHEN Min-jie |
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| Abstract: | Main building selects different length artificially digging pile according to the soil depth variation.the end of piles entering strong weathering rock,the pile strength is utilized effectively,and absolute settlement is controlled.Main building and podium without settlement point is settled by the method of the pile foundation.Aiming at big notch,The method of adding slab is adopted.The elastic slab is set in the weak area in calculation,and the analysis result satisfy the demand of codes. |
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| Keywords: | artificially digging pile absolute settlement out of codes high-rise building |
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