Adjustable haunch forms for precast concrete bridge deck systems

被引:0
|
作者
Patil, Siddharth [1 ]
Ley, Tyler [2 ]
Browne, Ralph [3 ]
机构
[1] KBR, Dallas, TX 75201 USA
[2] Oklahoma State Univ, Stillwater, OK 74078 USA
[3] BGE, Dallas, TX USA
来源
PCI JOURNAL | 2012年
关键词
Bridge; deck; foam; formwork; haunch; polyethylene;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Precast concrete bridge decks have not been widely adopted for a number of reasons. One significant reason is that these systems require manual forming to complete the construction of the area between the girders and the deck or haunch after field adjustment. An adjustable forming system is presented that uses commonly available packing foams and adhesives. Several novel test methods were developed to investigate the performance of these systems from different precast concrete bridge deck construction processes. A recommendation is made for materials to be used, and a typical construction sequence is presented.
引用
收藏
页码:64 / 77
页数:14
相关论文
共 50 条
  • [21] Performance of transverse joint grout materials in full-depth precast concrete bridge deck systems
    Issa, MA
    do Valle, CLR
    Abdalla, HA
    Islam, S
    Issa, MA
    PCI JOURNAL, 2003, 48 (04): : 92 - +
  • [22] Precast concrete deck-to-girder mechanical connection for accelerated bridge construction
    Morcous, George
    Tawadrous, Raed
    PCI JOURNAL, 2020, 65 (03): : 37 - 52
  • [23] Inspecting the Lightweight Precast Concrete Panels in the Woodrow Wilson Bridge Deck of 1982
    Dymond, Benjamin Z.
    Bowers, Susan E.
    Roberts-Wollmann, Carin L.
    Cousins, Thomas E.
    Schokker, Andrea J.
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2009, 23 (06) : 382 - 390
  • [24] Rehabilitation of Tappan Zee Bridge using precast concrete composite deck units
    White, RN
    Smith, P
    FIFTH INTERNATIONAL BRIDGE ENGINEERING CONFERENCE, VOLS 1 AND 2: BRIDGES, OTHER STRUCTURES, AND HYDRAULICS AND HYDROLOGY, 2000, 1696 : 63 - 72
  • [25] FIELD PERFORMANCE OF FULL DEPTH PRECAST CONCRETE PANELS IN BRIDGE DECK RECONSTRUCTION
    ISSA, MA
    KHAYYAT, SY
    YOUSIF, AA
    KASPAR, II
    PCI JOURNAL, 1995, 40 (03): : 82 - 108
  • [27] Behaviour of precast concrete deck slabs with transverse confining systems
    Moradi, Masoud
    Valipour, Hamid
    Foster, Stephen
    MAGAZINE OF CONCRETE RESEARCH, 2016, 68 (17) : 863 - 876
  • [28] Precast deck systems for steel-concrete composite bridges
    Gordon, S. R.
    May, I. M.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2007, 160 (01) : 25 - 35
  • [29] Rapid bridge deck replacement with full-depth precast concrete slabs
    Culmo, M.P.
    Transportation Research Record, 2000, (1712) : 139 - 146
  • [30] Structural behavior of precast concrete deck with ribbed loop joints in a composite bridge
    Shin, Dong-Ho
    Chung, Chul-Hun
    Oh, Hyun-Chul
    Park, Se-Jin
    Kim, In-Gyu
    Kim, Young-Jin
    Byun, Tae-Kwan
    Kang, Myoung-Gu
    SMART STRUCTURES AND SYSTEMS, 2016, 17 (04) : 559 - 576