山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
2期
73-74
,共2页
深大异型基坑%注浆加固%分段分层开挖%监控量测
深大異型基坑%註漿加固%分段分層開挖%鑑控量測
심대이형기갱%주장가고%분단분층개알%감공량측
deep non-conventional type foundation pit%grouting reinforcement%subsection delamination excavation%monitoring measurement
针对朝阳门站1号换乘厅的异型基坑,周边环境复杂,对控制基坑变形有较高要求的特点,施工中采用肥槽土体注浆加固等施工技术,保证了基坑及周边环境的安全,为类似工程积累了经验。
針對朝暘門站1號換乘廳的異型基坑,週邊環境複雜,對控製基坑變形有較高要求的特點,施工中採用肥槽土體註漿加固等施工技術,保證瞭基坑及週邊環境的安全,為類似工程積纍瞭經驗。
침대조양문참1호환승청적이형기갱,주변배경복잡,대공제기갱변형유교고요구적특점,시공중채용비조토체주장가고등시공기술,보증료기갱급주변배경적안전,위유사공정적루료경험。
According to the non-conventional type foundation pit of 1# transfer hall at the Chaoyangmen station,the surrounding environment was complex,had higher requirements to control the deformation of foundation pit,used the fertilizer soil grouting reinforcement in the construction and other construction technologies,ensured the safety of foundation pit and surrounding environment,accumulated experience to similar projects.
