| 钻孔灌注桩泥浆护壁性状研究 |
| |
| 引用本文： | 史朝辉,张国华.钻孔灌注桩泥浆护壁性状研究[J].太原科技,2003(2):58-59,61. |
| |
| 作者姓名： | 史朝辉 张国华 |
| |
| 作者单位： | 1. 太原市排水管理处
2. 信息产业部第三十三研究所 |
| |
| 摘 要： | 钻孔灌注桩适用范围大，易于取材，成本低，颇受设计、施工人员喜欢。泥浆护壁是钻孔灌注桩的关键工艺，泥浆的成分、厚度、工艺是灌注桩质量的决定性因素。因此，对泥浆护壁进行理论研究与实践推广具有重大意义。
|
| 关 键 词： | 钻孔灌注桩 泥浆护壁 承载力 建筑结构 |
| 文章编号： | 1006-4877(2003)02-0058-02 |
The Study on theProtective Mud of the Cast- in- Place Pile |
| |
| Taiyuan Drainage Management.The Study on theProtective Mud of the Cast- in- Place Pile[J].Taiyuan Science and Technology,2003(2):58-59,61. |
| |
| Authors: | Taiyuan Drainage Management |
| |
| Institution: | Taiyuan Drainage Management Department Shi Zhaohui 33th Research Institute of Information Industrial Ministry Zhang Guohua |
| |
| Abstract: | The cast-in-place pile is cored by many designers and builders, which is convenient for selecting materials and has lower cost, wide using ranges. The protective mud is key technology of this pile, and its component, thickness, construction technique are the critical element for cast-in-place pile quality. So it possess great significance that the theoretical research and practical popularization about protective mud. |
| |
| Keywords: | cast-in-place pile protective mud carrying capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
