摘要
在该倾斜建筑物的加固纠偏工程中,首先,通过设置托换防沉桩限制沉降较大一侧的变形,然后,在沉降较小一侧进行水平掏土纠偏,并根据沉降观测资料及时调整掏土孔的间距、长度和方位,掏土纠偏完成后,及时利用注浆法对掏土孔进行封填处理。沉降观测结果表明,该倾斜建筑物的加固纠偏取得了预期效果。
Some measures must be done quickly in the inclined-building correction, the first thing is to construct some foundation- underpinning-pile at the side with more settlement, and the second is to carry out digging-out-soil hole at other side. Its parameters can be adjusted according to the settlement supervision, such as spacing, length and direction. After correction working, the digging-out-soil hole must be fulled by the use of cement liquid. The supervision result shows that the design and construction of the inclined building correction is successful.
出处
《四川建筑科学研究》
北大核心
2010年第1期91-93,共3页
Sichuan Building Science
关键词
倾斜建筑物
托换防沉桩
掏土纠偏
沉降观测
注浆加固
inclined building
foundation-underpinning-pile
digging-out-soil correction
settlement supervision