世界桥梁
世界橋樑
세계교량
WORLD BRIDGE
2015年
1期
18-22
,共5页
斜拉桥%桥塔%液压爬模%选型%改进%施工技术
斜拉橋%橋塔%液壓爬模%選型%改進%施工技術
사랍교%교탑%액압파모%선형%개진%시공기술
cable-stayed bridge%pylon%hydraulic climbing formwork%type selection%im-provement%construction technique
黄冈公铁两用长江大桥桥塔为H形钢筋混凝土结构,塔高190.5 m ,采用液压爬模法施工。为满足液压爬模在高塔施工过程中快速化施工的需求并确保施工安全,针对桥塔结构特点,选用将5m节段液压爬模改进成6m的节段液压爬模进行桥塔施工,并对液压爬模结构进行优化改进,包括整体制作大装饰槽和大倒角模板并固定在液压爬模上,在大装饰槽处附墙装置下增加牛腿,将塔柱内、外侧面液压爬模上支架后移平台加长50 cm。通过合理布置桥塔液压爬模轨迹,桥塔液压爬模只在中下塔柱转角处进行1次转换,避免了液压爬模在高空中多次转换的风险;液压爬模采用分组整体转换,加快了桥塔施工速度。实践证明,该桥采用液压爬模施工技术,实现了高效快速化施工目标,且施工过程安全。
黃岡公鐵兩用長江大橋橋塔為H形鋼觔混凝土結構,塔高190.5 m ,採用液壓爬模法施工。為滿足液壓爬模在高塔施工過程中快速化施工的需求併確保施工安全,針對橋塔結構特點,選用將5m節段液壓爬模改進成6m的節段液壓爬模進行橋塔施工,併對液壓爬模結構進行優化改進,包括整體製作大裝飾槽和大倒角模闆併固定在液壓爬模上,在大裝飾槽處附牆裝置下增加牛腿,將塔柱內、外側麵液壓爬模上支架後移平檯加長50 cm。通過閤理佈置橋塔液壓爬模軌跡,橋塔液壓爬模隻在中下塔柱轉角處進行1次轉換,避免瞭液壓爬模在高空中多次轉換的風險;液壓爬模採用分組整體轉換,加快瞭橋塔施工速度。實踐證明,該橋採用液壓爬模施工技術,實現瞭高效快速化施工目標,且施工過程安全。
황강공철량용장강대교교탑위H형강근혼응토결구,탑고190.5 m ,채용액압파모법시공。위만족액압파모재고탑시공과정중쾌속화시공적수구병학보시공안전,침대교탑결구특점,선용장5m절단액압파모개진성6m적절단액압파모진행교탑시공,병대액압파모결구진행우화개진,포괄정체제작대장식조화대도각모판병고정재액압파모상,재대장식조처부장장치하증가우퇴,장탑주내、외측면액압파모상지가후이평태가장50 cm。통과합리포치교탑액압파모궤적,교탑액압파모지재중하탑주전각처진행1차전환,피면료액압파모재고공중다차전환적풍험;액압파모채용분조정체전환,가쾌료교탑시공속도。실천증명,해교채용액압파모시공기술,실현료고효쾌속화시공목표,차시공과정안전。
The pylons of Huanggang Changjiang River Rail‐cum‐Road Bridge are H‐shaped re‐inforced concrete structures rising to 190 .5 m ,w hich are constructed by hydraulic climbing form‐work method .To suit the requirements of using hydraulic climbing formwork to conduct rapid construction of the high‐rise pylons and ensure the safety of construction ,in light of the structural characteristics of the pylons ,the 6 m long sectional hydraulic climbing formwork evolved from the 5 m long sectional hydraulic climbing formwork was selected ,and the structure of the hydraulic climbing formwork was optimized ,including monolithically fabricating formwork with large deco‐rative grooves and large chamfers that are fixed to the hydraulic climbing formwork .At the large decorative grooves ,brackets are added beneath the attached walls .The back‐moving platform of the upper supports on the lateral walls of the inner and outer side of the tower legs must be extend‐ed by a length of 50 cm .By the rational arrangement of trails ,the hydraulic climbing formwork for pylons only experience one shift at the turning corners of the intermediate and lower pylon legs , avoiding the risk of multiple overhead shifts of the hydraulic climbing formwork .The hydraulic formwork was globally shifted in groups ,which accelerated the construction speed of the pylons . The engineering practice proves that by using the hydraulic climbing formwork construction tech‐nique ,the aim of highly efficient and rapid construction was realized and the construction process w as safe .