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    • 54. 发明专利
    • CUT-OFF WALL CONSTRUCTION WORK
    • JPS63130818A
    • 1988-06-03
    • JP27496386
    • 1986-11-18
    • TAKENAKA DOBOKU
    • KANZAKI YASUSHIYAMADA KAZUOTAGAWA HIROYOSHI
    • E02D5/20E02D5/18
    • PURPOSE:To raise the water-stopping performance of a wall as well as detect and prevent the leak of stored substances by a method in which a water- impermeable film bag with arranged compartments is inserted into an excavated trench, and a backfilling or filling material is charged into the compartments. CONSTITUTION:A preset depth of trench 1 is excavated, and a stabilizer liquid 2, e.g., bentonite mud water, etc., is packed into the trench 1. A synthetic resin or rubber water-impermeable film 3 having partition films provided at an adequate interval on the inside of its sidelong bottomed double belted film 31 is inserted into the stabilizer liquid 2 in the trench 1. A backfilling or filling material 4 is charged into the compartments and a monitoring device 5, e.g., pipe, etc., suitable to observation of water level and sampling of water is buried. The deterioration and loss of the stabilizer liquid can thus be suppressed, and water-stopping performance of the cut-off wall can be raised. The leak of stored substances can be easily detected and prevented.
    • 56. 发明专利
    • STRUCTURE METHOD OF MULTI-CIRCULAR PIT
    • JPH084032A
    • 1996-01-09
    • JP12786594
    • 1994-06-09
    • TAKENAKA DOBOKU
    • KANZAKI YASUSHIMORI MASAHIROFUJII YOSHIBUMISAKAGUCHI SHUJIFUKUMOTO TADAHIRO
    • E02D29/045E21D1/08E21D13/00
    • PURPOSE:To simultaneously arrange a plural shield machines necessary for constructing plural tunnels of a successive connection type. CONSTITUTION:Along the outer periphery position of a pit to be structured into a multicircular section shape in which plural circular arcs 3 are piled up partially, a land slide protection wall 2 is constructed to a deeper position than the pit. The ground 8 at a place where crossing points (p) at which the adjoining circular arcs 3 are piled up are linked mutually, is dug to the depth d1 of one construction division, and a center portion beam 4 is constructed in precedence at this place. The ground 8 in the circular arcs 3 is dug enough for the depth d1 of the center portion beam 4, and a circular arc portion outer wall is constructed along the inner periphery of the land slide protection wall 2, and is supported by means of the center portion beam 4. Then, repetition is conducted to a specific depth, and the structure of a multicircular pit having a hole into which plural shield machines can be simultaneously carried is completed. As plural circular pits whose opening portions are fully opened are formed, simultaneous use due to the simultaneous carrying in and carrying out of plural shield machines is realized.