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Volume 36 Issue 4
Jul.  2021
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Article Navigation >  STEEL CONSTRUCTION(Chinese & English)  > 2021  >  36(4): 20-25
Yao Yang, Shu Zhou. Research on the Key Construction Techniques of Precast Assembly for New Type Steel-Concrete Composite Girder Bridge[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(4): 20-25. doi: 10.13206/j.gjgS19102103
Citation: Yao Yang, Shu Zhou. Research on the Key Construction Techniques of Precast Assembly for New Type Steel-Concrete Composite Girder Bridge[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(4): 20-25. doi: 10.13206/j.gjgS19102103
shu

Research on the Key Construction Techniques of Precast Assembly for New Type Steel-Concrete Composite Girder Bridge

doi: 10.13206/j.gjgS19102103

  • 1. Changsha Urban Development Group Co., Ltd., Changsha 410011, China;

  • 2. International College, Changsha University of Science and Technology, Changsha 410114, China

  • Received Date: 2019-10-21
    Available Online: 2021-07-22
    Abstract
  • The precast assembly technology of steel-concrete composite girder bridge is a new type of construction technology, in which piers, caps, steel girders and concrete decks are prefabricated in factories and then transported to the construction site for assembling rapidly.At present, there are many researches on the precast assembly of the main girder of steel-concrete composite girder bridge, but few comprehensive analysis researches on the precast assembly of piers, caps and main girders. Therefore, it is of great significance to research the key construction techniques of the full precast assembly of the main structure of the bridge.
    Taking the first multi-girder steel-concrete composite girder bridge in China as an example, this paper researches the key construction techniques of piers, caps and steel-concrete composite girders, such as fabrication, transportation and assembly.Through summarizing the construction experience, the standardized construction technology of the main structure for the steel-concrete composite bridge is determined. Construction technology of steel-concrete composite girders:temporary supports erection,girders hoisting on-site, precise adjustment and positioning for composite girders, construction for the top concrete of bridge deck, grouting construction for anchor bolt holes of permanent bearing, welding for composite girders, girders falling to permanent bearing and concrete construction for beams on pier.Construction technology of piers:surface cleaning for cushion caps, installation for baffle plate of grouting, turning over and hoisting for piers, alignment for piers, precise adjustment for piers, grouting on top of cushion caps, fine adjustment for piers and sleeve grouting. Construction technology of caps:temporary supports installation, installation for baffle plate of grouting, caps installation, grouting on top of piers, cap beam fine adjustment for caps and sleeve grouting, construction for wet-joint, prestressing construction. The conclusions are as follows, the main girder of the bridge is composed of 11 I-shaped steel girders and precast concrete slabs, which reduces the weight of the bridge structure and solves the transportation problem,and it is an optimum design for the structure of steel-concrete composite girders.Standardized temporary support structure, hoisting scheme and construction procedure have been developed in construction of piers, caps and steel-concrete girders, which improves the management level of construction site and promotes the refinement of management.Grouting sleeve connections are adopted between piers,cushion caps and cap beams, and standardized construction technology has been developed, then key technical problems in precast assembly construction have been solved. The main structure of the bridge adopts precast assembly technology, which changes the traditional construction technology and produces good social benefits, which is the inevitable trend of bridge development.
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    • References(16)
  • [1]
    马晓刚,徐飞廉.城市高架桥标准结构采用钢混组合梁的适用性分析[J].城市道桥与防洪,2018(3):64-67,9

    -10.
    [2]
    Choo J F, Choi Y C, Choi W C, et al. Behavioral characteristics of hybrid girders according to type of steel-concrete connection[J].Archives of Civil and Mechanical Engineering, 2019,19(1):47-62.
    [3]
    李杰,张云龙,丛晓辉,等.钢-混凝土组合梁的研究现状与展望[J].吉林建筑大学学报,2016,33(6):19-24.
    [4]
    田飞. 钢-预制混凝土板组合连续梁桥的结构性能与试验研究[D].南京:东南大学,2016.
    [5]
    Hasan Q A, Van Badaruzzaman W H, Ahmed A W, et al. The state of the art of steel and steel concrete composite straight plate girder bridges[J].Thin-Walled Structures, 2017,119:988-1020.
    [6]
    张凯.中小跨径钢板组合梁桥快速建造技术与应用研究[D].西安:长安大学,2016.
    [7]
    Fabrizio P,Renato G,Silvia A, et al. On the cyclic behaviour of new pier-to-deck connections for short-medium span composite I-girder bridges[J].Journal of Traffic and Transportation Engineering, 2018,5(6):439-453.
    [8]
    陈景,赵丰,刘波,等.装配整体式混凝土结构钢筋连接技术综述[J].施工技术,2018,47(10):24-26

    ,31.
    [9]
    Giuseppe A,Enrico C,Silvia A, et al. Experimental characterization and component-based modeling of deck-to-pier connections for composite bridges[J].Journal of Constructional Steel Research, 2018,150:31-50.
    [10]
    苏立超.装配式组合钢箱梁在桥梁工程中的应用[J].施工技术,2015,44(17):40-41

    ,78.
    [11]
    胡胜全.城市桥梁预制拼装施工与质量控制[J].中国市政工程,2017(3):78-81,126

    -127.
    [12]
    郑永峰,郭正兴,张新.套筒内腔构造对钢筋套筒灌浆连接黏结性能的影响[J].建筑结构学报,2018,39(9):158-166.
    [13]
    陈金彪. 装配式桥梁预制空心桥墩与承台连接性能的研究与应用[D].合肥:合肥工业大学,2017.
    [14]
    尹富秋.中心城区高架桥桥墩预制拼装施工关键技术[J].施工技术,2017,46(12):80-82.
    [15]
    葛继平,闫兴非,王志强.2段式预制拼装预应力混凝土桥墩的抗震性能[J].铁道科学与工程学报,2017,14(11):2390-2398.
    [16]
    周翔宇.全预制装配桥梁工程实施要点简析[J].中国市政工程,2017(3):99-101,105

    ,128-129.
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