世界桥梁
世界橋樑
세계교량
WORLD BRIDGE
2014年
4期
20-24
,共5页
赵有明%樊挺%葛国库%金仓
趙有明%樊挺%葛國庫%金倉
조유명%번정%갈국고%금창
三塔悬索桥%桥塔%钢箱梁%主缆%猫道%锚碇%施工
三塔懸索橋%橋塔%鋼箱樑%主纜%貓道%錨碇%施工
삼탑현색교%교탑%강상량%주람%묘도%묘정%시공
three-tower suspension bridge%bridge tower%steel box girder%main cable%cat-walk%anchor block%construction
查考大桥(Puente Chacao )位于智利南部,连接智利本土和奇洛埃岛,由智利公共工程部面向国际招标,采用 EPC模式建设。中国一家联合体提交的投标方案为(216+1045+1190+319) m的三塔两跨连续钢箱梁悬索桥。为了满足招标文件对工程功能及施工工期的要求,对各重要的施工分项经过方案比选后确定:桥塔均采用混凝土塔,塔柱采用液压爬模分节段现浇;南塔和中塔桥塔基础采用扩大基础,北塔采用钻孔灌注桩基础,南、北锚碇均采用重力式锚碇,基坑采用分台阶明挖;加劲梁采用钢箱梁,在国内加工完成后节段整体海运至桥位,采用跨缆吊机吊装架设;主桥设2根主缆,采用PPWS法架设。
查攷大橋(Puente Chacao )位于智利南部,連接智利本土和奇洛埃島,由智利公共工程部麵嚮國際招標,採用 EPC模式建設。中國一傢聯閤體提交的投標方案為(216+1045+1190+319) m的三塔兩跨連續鋼箱樑懸索橋。為瞭滿足招標文件對工程功能及施工工期的要求,對各重要的施工分項經過方案比選後確定:橋塔均採用混凝土塔,塔柱採用液壓爬模分節段現澆;南塔和中塔橋塔基礎採用擴大基礎,北塔採用鑽孔灌註樁基礎,南、北錨碇均採用重力式錨碇,基坑採用分檯階明挖;加勁樑採用鋼箱樑,在國內加工完成後節段整體海運至橋位,採用跨纜弔機弔裝架設;主橋設2根主纜,採用PPWS法架設。
사고대교(Puente Chacao )위우지리남부,련접지리본토화기락애도,유지리공공공정부면향국제초표,채용 EPC모식건설。중국일가연합체제교적투표방안위(216+1045+1190+319) m적삼탑량과련속강상량현색교。위료만족초표문건대공정공능급시공공기적요구,대각중요적시공분항경과방안비선후학정:교탑균채용혼응토탑,탑주채용액압파모분절단현요;남탑화중탑교탑기출채용확대기출,북탑채용찬공관주장기출,남、북묘정균채용중력식묘정,기갱채용분태계명알;가경량채용강상량,재국내가공완성후절단정체해운지교위,채용과람조궤조장가설;주교설2근주람,채용PPWS법가설。
Chacao bridge is located in the south of Chile ,linking the mainland and Chiloe Is-land .The tender conducted by Chile′s Department of Public Works is for companies worldwide , and the project will adopt EPC mode . A consortium from China proposed a scheme of (216 +1 045+1 190+319)m three-tower two-span continuous steel box girder suspension bridge .To ac-commodate functions of the project and the construction schedule prescribed in the tender docu-ments ,the solutions for each key construction items were determined through scheme comparison and selection .All the towers are concrete towers ,the columns of which are cast in situ in sections by hydraulic climbing formwork .Spread foundations are chosen for the south and intermediate towers ,and the bored pile foundation for the north tower .The south and north anchor blocks are of gravity type ,foundation pits of which are to be excavated in steps .The stiffening girder adopts steel box girder ,w hich is to be fabricated in China in segments before being shipped to the bridge site .The girder sections will be erected by cable cranes .The main bridge has two main cables which are erected by parallel wire strand method .