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    • 5. 发明专利
    • MEANS FOR FILLING FILLER INTO CAVITY, AND METHOD OF FILLING THE SAME
    • JP2006342629A
    • 2006-12-21
    • JP2005171239
    • 2005-06-10
    • SHIMIZU CONSTRUCTION CO LTD
    • MIYASE FUMIHIROMAEDA TOSHIYA
    • E21D11/00
    • PROBLEM TO BE SOLVED: To provide a means for filling a filler 14 specifically into an upper surface portion 13a out of a cavity 13 defined by a rear surface of lining concrete 12 of an existing tunnel 11 and the natural ground 10, and to provide a method of filling the same. SOLUTION: The means for filling the filler is formed of bag-shaped weirs 20, holes 22 for the bag-shaped weirs, and a filling hole 23. Each bag-shaped weir 20 is formed like a bag so as to inflate upon introduction of fluid (air or water) therein and to deflate upon discharge of the fluid. The bag-shaped weir is arranged in the cavity 13 in a deflated state, and thereafter upon introduction of the fluid therein and inflation thereof, the weir defines the upper surface portion 13a to separate the same from the other area of the cavity. Each hole 22 for the bag-shaped weir is bored in the lining concrete 12 so as to communicate with the cavity 13, and functions to introduce the bag-shaped weir 20 in the deflated state to a predetermined location in the cavity 13. The filling hole 23 is bored in the lining concrete 12 so as to communicate with the upper surface portion 13a, for filling the filler 14 into the upper surface portion 13a. COPYRIGHT: (C)2007,JPO&INPIT
    • 6. 发明专利
    • CONCRETE FOR PACKING IN TUBULAR ELEMENT
    • JP2000007407A
    • 2000-01-11
    • JP18119098
    • 1998-06-26
    • SHIMIZU CONSTRUCTION CO LTD
    • KUMANO TOMOJIKAWAI TORUNAGURA KENJIMIYASE FUMIHIRO
    • C04B28/02E04G21/02
    • PROBLEM TO BE SOLVED: To make it possible to well place concrete into an element which is formed to a tubular shape and is extended and arranged in a horizontal direction without the occurrence of material sepn. by grouting the concrete specified in slump flow value and plastic viscosity into the element. SOLUTION: The slump flow value of the concrete grouted into the element of 20 to 40 m in the length which is formed to the tubular shape and is extended and arranged in the horizontal direction is set at 55 to 65 cm and the plastic viscosity thereof at 65 to 72 Pa/s. The concrete composed of cement, water, fine aggregate, coarse aggregate and admixture is used as the concrete for grouting. Portland cement, white cement, etc. are used for the cement and city water is used for the water. Mounting sand, crushed sand, etc. are used for the fine aggregate and crushed stones, gravel, etc. for the coarse aggregate. Further, a high-performance AE water-reducing agent (polycarboxylic acid system, etc.), is used for enhancing fluidity and the admixture (fine powder of blast furnace slag, etc.), thickener (glycol-based thickener, etc.), are used in order to impart a material sepn. resistance characteristics.