山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
19期
181-183
,共3页
浅岩区%建筑基坑%地铁隧道%优选分析
淺巖區%建築基坑%地鐵隧道%優選分析
천암구%건축기갱%지철수도%우선분석
shallow rocky area%building foundation pit%subway tunnel%optimization analysis
为确保广州浅岩区紧邻地铁隧道某建筑基坑的顺利实施,同时保障地铁安全运营,对基坑支护结构形式进行了探讨,并采用平面和三维数值手段分析了基坑开挖过程中采用附加支撑后对地铁隧道的影响。分析结果表明,采用附加支撑后,双排桩支护结构结合中心岛法开挖可有效控制支护结构和地铁隧道的位移,并减少工程成本。
為確保廣州淺巖區緊鄰地鐵隧道某建築基坑的順利實施,同時保障地鐵安全運營,對基坑支護結構形式進行瞭探討,併採用平麵和三維數值手段分析瞭基坑開挖過程中採用附加支撐後對地鐵隧道的影響。分析結果錶明,採用附加支撐後,雙排樁支護結構結閤中心島法開挖可有效控製支護結構和地鐵隧道的位移,併減少工程成本。
위학보엄주천암구긴린지철수도모건축기갱적순리실시,동시보장지철안전운영,대기갱지호결구형식진행료탐토,병채용평면화삼유수치수단분석료기갱개알과정중채용부가지탱후대지철수도적영향。분석결과표명,채용부가지탱후,쌍배장지호결구결합중심도법개알가유효공제지호결구화지철수도적위이,병감소공정성본。
To ensure the smooth implementation of a building excavation adjacent to the subway tunnel in Guangzhou shallow rocky area, while safeguarding the subway safe operation. The foundation pit supporting structure type are discussed, and the plane and three-dimensional numeri- cal method analyze are used to analysis the influence of pit excavation on the subway tunnel after setting up additional support. The analysis showed that, with additional support, the double rows pile retaining structure with center island method can effectively control the displacement of the supporting structure and subway tunnels, and reduce the cost of the project.
