山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2014年
24期
81-82,83
,共3页
深基坑%变形监测%锚索%水平位移
深基坑%變形鑑測%錨索%水平位移
심기갱%변형감측%묘색%수평위이
deep foundation pit%deformation monitoring%anchor cable%horizontal displacement
以某桩锚支护深基坑工程为例，通过对支护结构位移、周边建筑物沉降及锚索拉力等监测数据分析，探讨了各监测项的变化规律，监测结果表明各监测项累计最大值均未超过报警值，说明该基坑支护设计方案合理可行，可基本满足设计及施工要求。
以某樁錨支護深基坑工程為例，通過對支護結構位移、週邊建築物沉降及錨索拉力等鑑測數據分析，探討瞭各鑑測項的變化規律，鑑測結果錶明各鑑測項纍計最大值均未超過報警值，說明該基坑支護設計方案閤理可行，可基本滿足設計及施工要求。
이모장묘지호심기갱공정위례，통과대지호결구위이、주변건축물침강급묘색랍력등감측수거분석，탐토료각감측항적변화규률，감측결과표명각감측항루계최대치균미초과보경치，설명해기갱지호설계방안합리가행，가기본만족설계급시공요구。
Taking the deep foundation pit engineering of a pile anchor support as an example,through the monitoring data analysis on supporting structure displacement,surrounding buildings settlement,cable tension etc. ,discussed the variation laws of various monitoring items,the moni-toring results showed that the monitoring cumulative maximum values were more than the alarm values,explored the foundation pit supporting de-sign scheme was reasonable and feasible,could basically meet the design and construction requirements.
