隧道建设
隧道建設
수도건설
TUNNEL CONSTRUCTION
2014年
3期
264-268
,共5页
地铁车站%一次扣拱暗挖逆作法%地表沉降
地鐵車站%一次釦拱暗挖逆作法%地錶沉降
지철차참%일차구공암알역작법%지표침강
Metro station%top-down construction method under protection of cast-in-situ arch%ground surface settle-ment
长春市解放大路站为地铁1号线和2号线的换乘车站,采用一次扣拱暗挖逆作法施工。为合理缩短工期,方便快速施工,将导洞开挖顺序调整为先上后下,先边后中的施工顺序。为了控制地铁暗挖车站施工风险,减少和避免地层沉陷等安全事故发生,对长春地铁1号线解放大路站车站主体施工阶段地表监测数据进行分析,得出了在东北地层条件下,采用一次扣拱暗挖逆作法施工过程中的车站地表沉降变形规律,同时从地层条件、工艺特点和工序安排等多方面进行原因分析,提出了上下层导洞层间土注浆加固、合理确定导洞施工顺序和有效划分拆除支撑段落等控制地表沉降变形的有效措施。
長春市解放大路站為地鐵1號線和2號線的換乘車站,採用一次釦拱暗挖逆作法施工。為閤理縮短工期,方便快速施工,將導洞開挖順序調整為先上後下,先邊後中的施工順序。為瞭控製地鐵暗挖車站施工風險,減少和避免地層沉陷等安全事故髮生,對長春地鐵1號線解放大路站車站主體施工階段地錶鑑測數據進行分析,得齣瞭在東北地層條件下,採用一次釦拱暗挖逆作法施工過程中的車站地錶沉降變形規律,同時從地層條件、工藝特點和工序安排等多方麵進行原因分析,提齣瞭上下層導洞層間土註漿加固、閤理確定導洞施工順序和有效劃分拆除支撐段落等控製地錶沉降變形的有效措施。
장춘시해방대로참위지철1호선화2호선적환승차참,채용일차구공암알역작법시공。위합리축단공기,방편쾌속시공,장도동개알순서조정위선상후하,선변후중적시공순서。위료공제지철암알차참시공풍험,감소화피면지층침함등안전사고발생,대장춘지철1호선해방대로참차참주체시공계단지표감측수거진행분석,득출료재동북지층조건하,채용일차구공암알역작법시공과정중적차참지표침강변형규률,동시종지층조건、공예특점화공서안배등다방면진행원인분석,제출료상하층도동층간토주장가고、합리학정도동시공순서화유효화분탁제지탱단락등공제지표침강변형적유효조시。
Jiefangdalu station is an interchange station between Line 1 and Line 2 of Changchun Metro.The station is constructed by top-down construction method under the protection of cast-in-situ arch.The excavation sequence of the pilot tunnels is optimized so as to shorten the construction period and facilitate the construction organization.The ground surface settlement data of the station is analyzed and the pattern of the ground surface settlement of stations in Northeast China constructed by top-down construction method under the protection of cast-in-situ arch is obtained.The causes for the ground surface settlement are analyzed in terms of ground conditions,construction techniques and construction process.Countermeasures,including grouting reinforcement,proper pilot tunnel construction sequence and proper sup-port dismantling,are proposed so as to control the ground surface settlement.