|
|||||
|
|
| 高层建筑纠倾与加固 | |
| 引用本文： | 徐学燕,唐业清,徐国光,何新东. 高层建筑纠倾与加固[J]. 土木工程学报, 1999, 32(4): 69-74 |
| 作者姓名： | 徐学燕 唐业清 徐国光 何新东 |
| 作者单位： | 1. 哈尔滨建筑大学 2. 北方交通大学 3. 黑龙江省寒地建筑研究院 4. 黑龙江省城市规划勘测设计院 |
| 摘 要： | ２８层大厦倾斜５２４ ｍｍ经纠倾后，大厦的倾斜量减至 １４８ ｍｍ达到国家规定的技术标准，恢复了其正常使用功能。为国家挽回重大经济损失。本文着重介绍该高层建筑物纠倾工程的方案选择与确定；纠倾技术成就；在加固工程中新型钢管高压灌注桩的设计与施工。 |
| 关 键 词： | 高层建筑纠倾 辐射井射水 防倾覆加固 |
| 修稿时间： | 1998-12-30 |
INCLINATION RECTIFICATION AND GROUD STABILIZATION OF HIGH-RISE BUILDING |
|
| Xu Xueyan,Tang Yeqing,Xu Guoguang,HE Xindong. INCLINATION RECTIFICATION AND GROUD STABILIZATION OF HIGH-RISE BUILDING[J]. China Civil Engineering Journal, 1999, 32(4): 69-74 | |
| Authors: | Xu Xueyan Tang Yeqing Xu Guoguang HE Xindong |
| Affiliation: | Xu Xueyan; Tang Yeqing (Harbin University of Civil Engineering and Architecture) (The Northern Jiaotong University) Xu Guoguang;He Xindong (Heilongjiang Research Institute (Hei longjiang Provincial Urban Planning of Cold Region Construction) Survey and |
| Abstract: | After 4 month haul work, the inclination amount of a 28 - story building has been reduced from 542mm to 148mm and meets the requirements of the national specification. This paper introduces the selection of schemes for the rectification of this building and its technical achievements. At the same time, the design and construction of steel tube high-pressure grouting pile for ground stabilization are presented as well. By analyzing the cause of inclination, the calculation method of anti-overturning moment the structural measures for developing anchor moment and the theoretical calculation high jetting-pressure are put forward. Finally, the calculation of inclination rectification and anti-overturning of high-rise building are summarized. In addition, the feasible construction experience for inclination notification and anti -overturning are recommended as well. |
| Keywords: | inclination metrification of high-rise building water jetting in radiation well ground stabilization for anti-overturning |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |