欢迎来到天天文库
浏览记录
ID:36717794
大小:400.40 KB
页数:6页
时间:2019-05-14
《武汉鹦鹉洲长江大桥南锚碇地下连续墙止水措施》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、桥梁建设2013年第43卷第6期(总第223期)BridgeConstruction,Vo1.43,No.6,2013(TotallyNo.223)111文章编号:1003—4722(2013)06—0111—06武汉鹦鹉洲长江大桥南锚碇地下连续墙止水措施沈涛,刘一飞(1.中铁大桥局集团有限公司,湖北武汉430050;2.同济大学土木工程学院,上海200092)摘要:武汉鹦鹉洲长江大桥主桥为(200+2×850+200)m三塔四跨悬索桥,该桥南锚碇采用地下连续墙支护的明挖基础,地下连续墙为圆形结构,外径68m、壁厚1
2、.5m,设计深度不小于27.5m。该区域覆盖层厚度较薄,基岩为白云质灰岩,局部裂隙发育,地下水与长江水力联系密切,为做好地下连续墙基础止水,避免发生漏水险情,综合应用了防渗墙、铣接头、墙底嵌岩、帷幕灌浆等止水措施。经基坑开挖前的抽水试验、开挖过程中的监控监测、开挖后的实体验槽证明,地下连续墙墙体、接头缝、墙脚、基岩面均未发生渗水现象,未发生灾害性突水情况,实现了预期止水效果。关键词:悬索桥;锚碇;地下连续墙;防渗墙;帷幕灌浆;止水措施;桥梁施工中图分类号:U448.25;U443.164文献标志码:AWaterSto
3、pMeasuresforDiaphragmWallofSouthAnchorageofYingwuzhouChangjiangRiverBridgeinWuhanSHENTao,LIUYi—fei(1.ChinaRailwayMajorBridgeEngineeringGroupCo.,Ltd.,Wuhan430050,China;2.SchoolofCivilEngineering,TongjiUniversity,Shanghai200092,China)Abstract:ThemainbridgeofYingw
4、uzhouChangjiangRiverBridgeinWuhanisathree—tow—erandfour—spansuspensionbridgewithspanarrangement(200+2×850+200)m.Thefounda—tionforthesouthanchorageofthebridgeistheopenexcavatedfoundationsupportedondia—phragmwal1.Thediaphragmwallisacircularstructurethathasanexter
5、naldiameterof68m,wal1thicknessof1.5manddesigneddepthnotlessthan27.5m.Intheareawherethedia—phragmwalliS1ocated。theoverburdenisthin,thebaserockiSthedolomiticlimestonewithde—veloped1ocalfracturesandtheundergroundwaterthereiscloselyrelatedtothewaterpoweroftheChangj
6、iangRiver.Tostopthewaterfromcomingintothediaphragmwallandtoavoidthedan—geroussituationofwaterleakage,aseriesofthewaterstopmeasuresofthecutoffwall,cutjoints,wallfootingrockembedmentandcurtaingroutingwascomprehensivelytaken.Thewaterpumpingtestbeforeexcavatingofth
7、efoundationpit,themonitoringandcontrolintheprocessoftheexcavatingandtheinspectingofactualtrenchesaftertheexcavatingprovedthatnowaterleakedinthewallbody,joints,wallfootingofthediaphragmwallandintherocksurface,thedisastrouswatergushingdidnotoccurandtheanticipated
8、waterstopeffectwasachieved.Keywords:suspensionbridge;anchorage;diaphragmwall;cutoffwall;curtaingrouting;waterstopmeasure;bridgeconstruction1概述km,为(2O0+2×850+200)m三塔四跨悬索桥(图武汉
此文档下载收益归作者所有