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    • 3. 发明专利
    • NATURAL-SLOPE STABILIZING CONSTRUCTION METHOD AND BEARING MEMBER THEREFOR
    • JPH11222867A
    • 1999-08-17
    • JP4117098
    • 1998-02-06
    • NIPPON STEEL METAL PRODRINGYO DOBOKU SHISETSU KENKYUS
    • IWASA NAOTOOSUMI HISASHIINOUE TAKAHITO
    • E02D17/20
    • PROBLEM TO BE SOLVED: To provide a natural-slope stabilizing construction method capable of effectively stabilizing a natural slope while preferably maintaining the natural slope. SOLUTION: A tensile member 12 such as an anchor rod is penetrated into a ground on a natural slope 11 first while the front end section of the tensile member 12 is fixed onto a hard foundation ground 13. A downward conical body-shaped member 15 is arranged onto the upper section of the tensile member 12, and the conical body- shaped member 15 is pushed in by any means from a ground surface, and buried into the ground. A bearing member 14 is disposed to the ground projecting section of the tensile member 12, a tensile force is given to the tensile member 12 bearing force to a stratum between the conical body-shaped member 15 and the hard foundation ground 13 is worked to the bearing member 14 receiving the reaction of the tensile force and the conical body-shaped member 15 on the underside of the bearing member 14 and the natural slope 11 of interest is stabilized by the bearing effect. Accordingly, the bearing effect in the bearing member 14 is increased by the working of the conical body-shaped member 15, and a slope stabilizing effect is improved. Since the natural slope is not excavated, the natural slope is maintained preferably.
    • 4. 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.
    • 6. 发明专利
    • SLOPE STABILIZING METHOD
    • JP2002088769A
    • 2002-03-27
    • JP2000281530
    • 2000-09-18
    • NIPPON STEEL METAL PRODRINGYO DOBOKU SHISETSU KENKYUS
    • IWASA NAOTOKATO TAKAAKIINOUE TAKAHITO
    • E02D17/20
    • PROBLEM TO BE SOLVED: To increase slope stabilizing effect without cutting trees. SOLUTION: In order to increase the slope stabilizing effect, a slope surface stabilizing method by using first anchors 1, bearing plates, and a head connecting member 2, is carried out not only in an area S1 which is in danger of slope failure in view of ground conditions of a slope surface, but also in an area S2 (i.e., area in no danger of the slope failure) upper than the area S1 in danger of the slope failure, by using second anchors 1', the bearing plates, and the head connecting member 2, such that a row of the first anchors 1 and the head connecting member 2 set in the area S1 in danger of the slope failure are extended toward an upper side of the slope surface (1st one of Fig. 1). Thus, the second anchors 1' and the head connecting member 2 connected thereto, which are set in the area S2 in no danger of the slope failure, minimize movement of collapse earth at the time of the slope failure (2nd one of Fig. 1). Setting of the second anchors 1' in the area S2 in no danger of the slope failure need not cutting of trees, which is preferable as the slope stabilizing method applied to the natural slope surface.
    • 8. 发明专利
    • SLOPE STABILIZING METHOD AND DEVICE THEREOF
    • JP2000136535A
    • 2000-05-16
    • JP30990098
    • 1998-10-30
    • NIPPON STEEL METAL PRODRINGYO DOBOKU SHISETSU KENKYUS
    • IWASA NAOTOOSUMI HISASHIINOUE TAKAHITO
    • E02D5/80E02D17/20
    • PROBLEM TO BE SOLVED: To provide a slope stabilizing method capable of further enhancing the slope-stabilizing effect of linear elements connecting aligned anchors together. SOLUTION: A linear element mounting tool 14 having a plurality of short linear elements 13 linked to the periphery thereof is attached to each anchor 11. The anchors 11 are installed in an appropriate distribution on a slope. The short linear elements 13 of the linear element mounting tools 14 of the adjacent anchors 11 are connected together, either directly or via intermediate linear elements 24. When the linear element mounting tools 14 are lowered by turning the nut parts 21 of the linear element mounting tools 14, tensions are applied to the short linear elements 13 and the intermediate linear elements 24. Therefore, the linear elements between the anchors 11 connect the anchors 11 together by means of not only simple horizontal tensions but also downward tensions along the anchors, thus producing not only the effect of enhancing the proper function of the anchors 11 but also the effect of binding soil by causing the linear elements themselves to press the ground, leading to a good slope- stabilizing effect.