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    • 12. 发明专利
    • CATCHMENT ALTERNATE BASIN
    • JP2002146898A
    • 2002-05-22
    • JP2000350459
    • 2000-11-17
    • JAPAN HIGHWAY PUBLIC CORP
    • SHINKAI MASAHIDEISHIDA HIDEOKOMIYA TAKAYUKI
    • E01D19/08E03F5/10
    • PROBLEM TO BE SOLVED: To provide a catchment alternate basin hardly causing a blockade by sediment and not requiring frequent cleaning. SOLUTION: This catchment alternate basin adaptable to a catchment in let 11 provided in the drain gutter 15 of a structure 10 is provided with a foot plate section 3 and a drain pipe section 2 in a funnel shape. The foot plate section 3 is closely coupled with the inflow port 14 of the basin section 12 of the catchment in let 11, and the drain pipe section 2 is inserted into an outflow port 13 opened on the flat bottom face 12a of the basin section 12. Since the water collected in the drain gutter 15 flows into the foot plate section 3 and is drained through the drain pipe section 2 without passing through the flat bottom face 12a of the catchment in let 11, accumulation of sediment on the flat bottom face 12a of the catchment in let 11 can be prevented. Since the catchment alternate basin 1 itself is formed into the funnel shape and has no flat face, the sediment conveyed onto the foot plate section 3 can be discharged without being accumulated inside.
    • 14. 发明专利
    • MULCHING MATERIAL FOR INDIVIDUAL TREE
    • JP2001275497A
    • 2001-10-09
    • JP2000092585
    • 2000-03-30
    • OSHIMA ZOEN DOBOKU KKDAITO TECHNO GREEN KKJAPAN HIGHWAY PUBLIC CORP
    • ARIMURA TSUNEOFUJIWARA TATSUYAMAKI TAKASHIKASHIWAGI HIDEKIMI
    • A01G13/00
    • PROBLEM TO BE SOLVED: To obtain a mulching material for an individual tree solving problems that when a mulching material has a cut from the outer periphery to a through hole of nursery stock at the center, a weed slips through the cut and grows to the outside, and though the through hole needs enlargement according to the growth of the nursery stock so as to prevent a constricted part of a trunk, excessive enlargement of the through hole increases weeds. SOLUTION: This mulching material is a sheet body 1 obtained by cutting a sheet having a light screening color 2 at least on one side into a fixed shape. The central part of the sheet body is provided with a break 3 through which a nursery stock T is passed and the break 3 is furnished with a cut 4 from the outer periphery of the sheet body 1. One edge part 4a of the cut 4 is provided with an attaching piece 5 extending over the other edge part 4b. The sheet body 1 may has biodegradability or water impermeability. The break 3 has a long side part 41 straightly continuing from the inner end of the cut 4 with an angle θ to an extension line 4' of the cut 4 and a short side part 43 extending perpendicularly to the long side part 41 from a middle point 42 of the long side part 41. The long side part 41 and the short side part 43 may form a T shape.
    • 16. 发明专利
    • STORM AND SNOW PROTECTION FENCE
    • JP2001254320A
    • 2001-09-21
    • JP2000068946
    • 2000-03-13
    • NIPPON STEEL METAL PRODNIPPON KIKAI KOGYOJAPAN HIGHWAY PUBLIC CORP
    • EBINA KOJIYURA SHIGEOISHII TOSHIAKI
    • E01F7/02
    • PROBLEM TO BE SOLVED: To form not only the vertical section of a panel but also a concealing section in a rotary panel type, and to open and close both rotary panels by one operating rod in a storm and snow protection fence with the concealing section. SOLUTION: A plurality of the vertical-section rotary panels 7 and one or two of the concealing-section rotary panels 9 are installed rotatably to a support vertical section 3 and a support concealing section 4 respectively. The operating rod 10 opening and closing both rotary panels 7, 9 is mounted vertically movably. The operating-rod vertical section 11 and a plurality of the vertical-section rotary panels 7 are pin-connected 17 respectively so as to constitute a parallel link mechanism. Connecting pins 21 on the operating-rod concealing section 12 side are engaged slidably with slots 23 on the concealing-section rotary panel 9 side. The substantial radius of gyration (r) of the concealing-section rotary panel 9 in the connecting pin and slot connection is made smaller than the radius of gyration R of the vertical-section rotary panel 7, and the angle of rotation of the concealing-section rotary panel 9 is set so as to reach 120 deg. (90 deg. + a concealing angle 30 deg.) to the angle of rotation 90 deg. of the vertical-section rotary panel 7.
    • 20. 发明专利
    • EMBANKMENT STABILIZING METHOD BY REDUCED PRESSURE
    • JP2000314128A
    • 2000-11-14
    • JP12367399
    • 1999-04-30
    • JAPAN HIGHWAY PUBLIC CORPMARUYAMA KOGYO
    • KAWARAGAWA ZENZOTANII HIROHARUYOKOTA MASAYANAKAKUMA KAZUYOSHISHIMA HIROYASU
    • E02D3/10E02D17/18
    • PROBLEM TO BE SOLVED: To provide an embankment stabilizing method by means of reduced pressure wherein a horizontal drainage material is sufficiently used to drain off water reliably in a short period of time, thereby shortening a construction period and accelerating the stabilization of the embankment, which embankment can be formed using a material of high moisture. SOLUTION: At least one straight pipe 30 is placed on the surface of land, where an embankment is formed, while a large number of first perforated pipes 41 to be connected to the inner end side of the pipe 30 are placed on a first horizontal drainage material 21 laid on the surface of land. The lower end of a first vertical pipe 51 is connected to the inner end of the pipe 30, and a first embankment is formed on the drainage material 21 and pipes 41. And air is exhausted from within the first embankment by a vacuum pump 32, while water is discharged to the outside of the embankment by a drainage pump 31 connected to the outside of the pump 32. A second vertical pipe is connected to the upper end of the vertical pipe 51, and on the first embankment, a second horizontal drainage material and a large number of second perforated pipes are connected to the second vertical pipe and a second embankment is formed on these pipes, and then water is drained from the first and second horizontal drainage materials and the first and second perforated pipes by means of the vacuum pump 32 and drainage pump 31. These steps are repeated.