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    • 4. 发明专利
    • BEARING MEMBER FOR METHOD OF SLOPE STABILIZING CONSTRUCTION
    • JPH1193176A
    • 1999-04-06
    • JP27521497
    • 1997-09-22
    • NIPPON STEEL METAL PROD
    • IWASA NAOTOMIZUHARA TAKAYUKIINOUE TAKAHITOOSUMI HISASHI
    • E02D17/20
    • PROBLEM TO BE SOLVED: To provide a bearing member for a method of slope stabilizing construction carrying out the execution of works so that the upper end section of an anchor rod is not projected from a ground surface. SOLUTION: A cylindrical body 13 consisting of a round steel pipe, etc., is welded and fixed onto a bottom plate 12, to which an anchor-rod inserting hole 12a is bored, and reinforced by ribs 14 for reinforcement. A cradle 18 receiving a nut 17 is installed into the cylindrical body 13. The height of the cradle 18 is placed at a position, where an anchor rod 5 is not projected from the upper end of the cylindrical body 13. The anchor rod 5 is driven to a slope ground 8, the bearing member 11 is arranged, the nut 17 is screwed and clamped to the screw section 5a of the anchor rod 5, tensile force is applied to the anchor rod 5, and ground bearing force is obtained. Since the anchor rod 5 is not protruded from the cylindrical body 13, it is not a hindrance. When the bearing member 11 is buried into the ground by vegetation and natural force, maintenance works after the completion of the execution of works are not obstructed because the anchor rod 5 is not projected from a ground surface and is not left, a landscape is improved, and there is no danger when men walk.
    • 8. 发明专利
    • GABION STRUCTURE, EARTH RETAINING WALL, AND ASSEMBLING METHOD OF GABION STRUCTURE
    • JP2003138542A
    • 2003-05-14
    • JP2001342277
    • 2001-11-07
    • NIPPON STEEL METAL PROD
    • SUGIMURA MISAKIIWASA NAOTOIBA SHIGEO
    • E02B3/08E02D17/20E02D29/02
    • PROBLEM TO BE SOLVED: To improve the workability of assembling and stability of the structure of a gabion formed by connecting the bottom part tip parts of two L-shaped wire gauze panels. SOLUTION: A first stage gabion 1 has two oppositely disposed wire gauze panels 4, mutual stacked parts 10 of the bottom-part tip parts 3a are connected by a bottom- part connecting fitting 20 to be formed into the U-shaped gabion 1. The bottom-part connecting fitting 20 has a flat base part 21 to be simply disposed on the ground, which improves the workability of the assembling of the first stage gabion 1. A horizontal member 7 formed by integrally fixing a connecting plate 26 to a horizontal member body 25, which has lock parts 25a in its both ends, is erected between the upper edge parts 2a of the gabion 1 in each stage. In the gabions 1 in a second stage or more, the upper edge 2a and the connecting plate 26 of the horizontal member 7 of the lower stage side are connected by a diagonal member 9 to connect the upper/lower gabions 1. When occurring an abrupt ground deformation, the horizontal member 7 and the diagonal member 9 prevent the floating of the upper stage side gabion 1, however, the connecting plate 26 is connected to the horizontal member body 25 to improve the stability of the gabion structure.
    • 9. 发明专利
    • SLOPE STABILIZING METHOD AND SLOPE STABILIZING APPARATUS
    • JP2002285559A
    • 2002-10-03
    • JP2001082960
    • 2001-03-22
    • NIPPON STEEL METAL PRODRINGYO DOBOKU SHISETSU KENKYUS
    • IWASA NAOTOSUGIMURA MISAKIKATO TAKAAKIINOUE TAKAHITO
    • E02D17/20
    • PROBLEM TO BE SOLVED: To provide a slope stabilizing method which is increased in slope pressing function and anchor retaining function, and improved in workability thereof, and to provide a slope stabilizing apparatus. SOLUTION: To implement the slope stabilizing method, a plurality of unit net members 3 each consisting of a peripheral rope 1 squarely arranged, for instance, and inner ropes 2 tied to the peripheral rope 1 to form mesh within the rope 1, are employed. According to the method, first, (1) the unit net members 3 are adjacently arranged on the slope, and (2) the two adjacent peripheral ropes 1 of the adjacent unit net members 3 are connected together by joint metals 4, (3) followed by carrying out work at unit net member corner portions. Specifically, at each corner portion 3a of the adjacent unit net members 3, an anchor 5 is inserted into the ground, and a bearing member 6 is attached to a head of the anchor 5, followed by connecting the corner portion 3a of the unit net members 3 to the bearing member 6 which is then clamped. Thus, the unit net members 3 largely perform the slope pressing function. The peripheral rope 1 of the unit net member 3 performs the anchor retaining function, while the inner ropes 2 take charge of load transferring function and perform the anchor retaining function, as well. Therefore, the workability of this method is good.