CAJ | 학술논문

河南省人民医院新建病房楼基坑采用两道钢筋混凝土内支撑。通过基坑支护桩深层水平位移、支撑轴力、地面沉降、周边建筑物沉降的监测，对各工况下的监测结果进行了分析，找出了各工况对基坑变形的影响因素及规律性，得到一些有益结论，为以后类似工程施工提供经验与借鉴作用。
하남성인민의원신건병방루기갱채용량도강근혼응토내지탱。통과기갱지호장심층수평위이、지탱축력、지면침강、주변건축물침강적감측，대각공황하적감측결과진행료분석，조출료각공황대기갱변형적영향인소급규률성，득도일사유익결론，위이후유사공정시공제공경험여차감작용。
The internal bracing with two reinforced concrete lines was used in the foundation pit of a new ward building in Henan Province.The monitoring was made on the deep horizontal displacement of foundation pit retaining pile, strut axial force, ground subsidence and the settlement of surrounding buildings, the monitoring results under all the conditions were analyzed to find out the factors affecting the deformation of foundation pit and the regularity under different conditions, some instructive conclusions are obtained, which could be the reference to the similar engineering construction.