Special formwork for hydraulic tunnel lining with application of HDPE membrane

被引:0
作者
Bertino, E. [1 ]
机构
[1] CIFA SpA, Senago, Italy
来源
UNDERGROUND - THE WAY TO THE FUTURE | 2013年
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To meet the growing necessity of the metropolitan and touristic area of Abu Dhabi, during the year 2008 ADSSC has started the STEP project (Strategic Tunnel Enhancement Programme), which will be completed in the year 2015. For the two key parts of the project T-02 (15 km 5.0 m final diameter tunnel) and T-03 (10.5 km 5.5 m final diameter tunnel) both awarded to the contractor Impregilo S. p. A., CIFA has designed and constructed 12 special tunnel steel forms for the loading and traction of the special membrane HDPE (High Density PolyEthylene). This membrane shall be installed before the pouring and integrated with the final lining surface, which has to guarantee over 80 years of useful life of the project under extremely heavy conditions of corrosion. The steel forms shall be used in two equipment units of 12 m for each one of the 6 working fronts of T-02. The keeping of the times for the different working fronts has required the supply of 20 concrete agitators CIFA TRAINMIX of 10 cu.m., as well as 7 portable concrete pumps CIFA CP506/309/E6 on bogie.
引用
收藏
页码:1949 / 1956
页数:8
相关论文
共 50 条
  • [1] Special formwork systems for hydraulic construction on the coast
    El Ahwany C.
    WasserWirtschaft, 2021, 111 (04): : 44 - 45
  • [2] Special Formwork Systems for Hydraulic Engineering on the Coast
    El Ahwany, Claudia
    WASSERWIRTSCHAFT, 2021, 111 (04) : 44 - 45
  • [3] Hydraulic fracturing analysis method of reinforced concrete lining in hydraulic tunnel
    Zhou L.
    Su K.
    Wang Y.
    Zhang Y.
    Zhu H.
    Wu H.
    Shuili Xuebao/Journal of Hydraulic Engineering, 2021, 52 (01): : 21 - 33
  • [4] Design of permeable lining for high pressure hydraulic tunnel
    Li Xin-xing
    Cai Yong-chang
    Zhuang Xiao-ying
    Zhu He-hua
    ROCK AND SOIL MECHANICS, 2009, 30 (05) : 1403 - 1408
  • [5] Development and application of physical model test system for large-scale hydraulic tunnel lining
    Ling Y.
    Liu L.
    Wang X.
    Fu R.
    Sun X.
    Liu, Lipeng (liulip@iwhr.com), 1600, International Research and Training Center on Erosion and Sedimentation and China Water and Power Press (51): : 1495 - 1501
  • [6] The application of Nippon Tunnel Lining method
    Miura, K
    Maki, A
    Kawazoe, S
    Ozaki, M
    Tomisawa, N
    TUNNELS AND METROPOLISES, VOLS 1 AND 2, 1998, : 709 - 714
  • [7] Experimental Study on the Carrying Capacity of Lining Structure of Hydraulic Tunnel
    Shen, Wei
    Xu, Shilang
    NATURAL RESOURCES AND SUSTAINABLE DEVELOPMENT, PTS 1-3, 2012, 361-363 : 1593 - 1597
  • [8] Analytical Study on Hydraulic Seepage Pressure behind the Tunnel Lining
    Wang Cheng
    Liu Fusheng
    FLOW IN POROUS MEDIA - FROM PHENOMENA TO ENGINEERING AND BEYOND, 2009, : 821 - 828
  • [9] Experimental Study on Deformation Properties of Lining Structure of Hydraulic Tunnel
    Xu, Shilang
    Shen, Wei
    VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT I, PTS 1-3, 2012, 105-107 : 1320 - 1325
  • [10] Seismic Response Process Analysis of Concrete Lining in Hydraulic Tunnel
    Deng J.
    Xiao M.
    Chen J.
    Gongcheng Kexue Yu Jishu/Advanced Engineering Sciences, 2017, 49 (02): : 36 - 44