| 条形承台梁下单排管桩偏位时承台梁的配筋设计探讨 |
| |
| 引用本文： | 茅卫兵,葛崇勋,陈蕾.条形承台梁下单排管桩偏位时承台梁的配筋设计探讨[J].江苏建筑,2010(1):80-81,85. |
| |
| 作者姓名： | 茅卫兵 葛崇勋 陈蕾 |
| |
| 作者单位： | 江苏省城市规划设计研究院,江苏南京,210024 |
| |
| 摘 要： | 对条形承台梁下单排管桩分别发生纵向偏位和横向偏位时承台梁的内力和配筋进行了研究,指出应严格控制桩的横向偏位,即使偏位值在规范允许范围内,也可能存在不安全因素,需要复核承台梁的配筋。
|
| 关 键 词： | 条形承台梁 纵向偏位 横向偏位 |
Study of Strip Capping Beam with Off-Position Single Row Concrete Tubular Pile |
| |
| MAO Wei-bing,GE Chong-xun,CHEN Lei.Study of Strip Capping Beam with Off-Position Single Row Concrete Tubular Pile[J].Jiangsu Construction,2010(1):80-81,85. |
| |
| Authors: | MAO Wei-bing GE Chong-xun CHEN Lei |
| |
| Affiliation: | Jiangsu Institute of Urban Planning and Design/a>;Nanjing Jiangsu 210024 China |
| |
| Abstract: | The internal force and steel distribution are investigated for the concrete tubular pile under strip capping beam with off-position in longitudinal and transversal direction.The results show that the off-position in transversal direction must be restricted extremely compared to that in longitudinal direction.Even within the permitted transversal off-position for concrete tubular pile,there still exists unsafely problem for the strip cap-ping beam.It is further concluded that the steel distribution must be d... |
| |
| Keywords: | strip capping beam longitudinal off-position transversal off-position |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
