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    • 2. 发明专利
    • EXECUTION METHOD OF SUBSURFACE INFILTRATION FACILITY OF RAIN WATER
    • JPH10168984A
    • 1998-06-23
    • JP33352596
    • 1996-12-13
    • OZAWA CONCRETE KOGYO KK
    • OZAWA MANZO
    • E03F1/00
    • PROBLEM TO BE SOLVED: To acquire the subsurface infiltration execution method of rain water continuously displaying a rain-water infiltration function by burying a rain-water infiltrating product under the state, in which a water-permeable sheet material apparently closing holes and slits, from which rain water is infiltrated, is interposed, and filling the outside of the product with regenerated-resource aggregate. SOLUTION: A cylindrical vinyl chloride pipe 2 with holes 6 is used as an infiltration inlet. A water-permeable sheet material 5 consisting of a nonwoven fabric is wound on the outer circumference of the vinyl chloride pipe 2. A woven fabric, a geo-grid, a geo-net, a geo-composite, a wire gauze, etc., can be employed as the water-permeable sheet material 5 besides the nonwoven fabric. The rain-water infiltration facility formed in this manner is buried, the outside of the facility is filled with regenerated resource aggregate 3 composed of a concrete waste material, and the facility is backfilled with backfilling soil 4. Fine grain sections in the regenerated resource aggregate 3 are difficult to infiltrate from the outside without damaging water permeability by interposing the water-permeable sheet material 5 in this manner. Accordingly, an infiltration function can be displayed continuously for a prolonged term.
    • 6. 发明专利
    • CONSTRUCTION METHOD OF DRAINING PAVEMENT
    • JPH10195808A
    • 1998-07-28
    • JP269297
    • 1997-01-10
    • OZAWA CONCRETE KOGYO KK
    • OZAWA MANZO
    • E01C7/34E01C11/24E03F5/04
    • PROBLEM TO BE SOLVED: To prevent local clogging from occurring by providing a gutter having a plurality of drilled parts on the pavement side in the transverse direction, and letting a water permeable concrete block having a cutout part cutting out one corner part in the lengthwise direction adjacent to this so as to communicate the drilled parts to the cutout part. SOLUTION: A gutter 11 of which the side upper edge is formed with a plurality of drilled parts 111 on the pavement side in the transverse direction is provided on the end part of pavement. A used water permeable concrete block 21 is formed into a nearly square pillar of which one corner part in the lengthwise direction is cut out arc-likely or angle-likely so as to form cutout part 211. The water permeable cncrete block 21 and the gutter 11 are adjoined each other so as to communicate the drilled parts 111 to the cutout part 211. consequently, the cutout part 211 of the water permeable concrete block 21 becomes a led-out gap for rain water, rain water is derived without being locally concentrated, and hence local clogging can be prevented from occurring.