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    • 1. 发明专利
    • CONSTRUCTION METHOD OF TUNNEL
    • JPH06272495A
    • 1994-09-27
    • JP8413793
    • 1993-03-18
    • KONOIKE CONSTNIPPON PRESSED CONCRETE KKNIPPON SAMIKON KKNIPPON CONCRETE IND CO LTD
    • FUKUOKA HIROUCHISAKAGUCHI TAKESHIKADOYA SATOSHIOSAWA HIROSHISHIRAIWA TADAHIROOKAYAMA MASARU
    • E21D11/10E02D29/05
    • PURPOSE:To reduce a construction period, construction cost and labor in the construction of an open-cut tunnel. CONSTITUTION:Reinforcing steel 6 formed of shape steel is fitted to the outer peripheral surface of extremely thin PC lining form plates 1, 1, 1', along the circular direction thereof through connecting steel 7, and supporting material for supporting the PC lining form plates is installed expandably by a jack along the arch shape of a tunnel to be constructed, thus forming a temporary bearing assembled frame 14. This temporary bearing assembled frame 14 is installed in the movable and travelable state at the invert part 13 of channel cross section of a tunnel lower half part constructed at the bottom part of the open-cut ground. In this temporary bearing assembled frame, the PC lining form plates are assembled in arch shape and fixedly placed on both side parts of the invert part 13, and the adjacent end parts of the reinforcing steel fitted to the PC lining form plates adjacent in the ring direction are jointed in the integrated state. After arranging a series of reinforcements 26 on the outer peripheral part of the PC lining form plates, an outer form 29 is assembled in arch shape on the outside of the reinforcements 26. Cast-in-place concrete is filled in a gap between the outer form and the PC lining form plates, and a process of removing the outer form after the curing-hardening of the concrete is performed continuously in regular succession by moving the temporary bearing assembled frame 14 forward.