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    • 1. 发明专利
    • FOUNDATION WORK FOR AVALANCHE-PROTECTING FACILITIES AND CONSTRUCTION METHOD THEREFOR
    • JPH1150460A
    • 1999-02-23
    • JP20589897
    • 1997-07-31
    • ARUGOSU KKS II KK
    • UEISHI ISAONAKAMURA KAZUAKIWATANABE MASAHIROONISHI MASAYUKI
    • E02D17/20
    • PROBLEM TO BE SOLVED: To exert a snow load also on ground anchor, to reduce a foundation, and to reduce an excavation amount for depth of embedment by a method wherein a ground anchor is arranged on an upper slope and a foundation having a fence erected at an upper part and the ground anchor are coupled together through a coupling member. SOLUTION: An anchor body is inserted in a hole formed in an upper slope 4 and the hole is filled with a grout material. Inclination of the hole is preferably set to a range of 10-20 deg.. After curing, an anchor plate is placed on a reaction force plate 8 made of concrete, and an anchor nut 12 is mounted. By pulling the head part of a ground anchor 9, pretension is applied and by fastening a nut 12, regular fastening is effected. A pretensile force is set approximately to 1/2 of a design load. A concrete foundation 13 is built at a small section 1. A coupling member 11 is inserted in a through-hole 14 and threadedly joined with the waist part of the ground anchor 9 by a sleeve 18. An anchor plate 19 and a plate 20 are attached to the other end of the coupling member 17 and the anchor nut 21 is threadedly engaged therewith for fastening. This constitution decreases the depth of embedment of a concrete foundation 13 and saves a construction cost.
    • 2. 发明专利
    • TEMPORARY BEARER FOR JACK
    • JPH1136227A
    • 1999-02-09
    • JP19225197
    • 1997-07-17
    • S II KK
    • YAMASHITA MANABUOHASHI WATARUNAITO KATSUMI
    • E01D11/00F16G11/04
    • PROBLEM TO BE SOLVED: To easily take out a wedge of a head of a fixing part by providing a space part for taking out a wedge, and providing a temporary fixing means for a cable and a reaction force part of a jack. SOLUTION: By the operation of a jack 15, a cable 2 is pulled and tensed to remove wedges 4a, 4b from a head 4, and the cable 2 is restored to the initial state. Secondly new wedges 4a, 4b are mounted on the head 4, and a wedge 9 of a wedge table 8 is released by releasing means 10-13. Next by the reverse operation of the jack 15, the tense of the cable 2 is relaxed and put in a designated tense state to force in the wedges 4a, 4b, thereby fixing the cable 2 to the head 4. After that, the jack 15 is removed to push out the wedge 9 to be removed from the wedge table 8, and the wedge table 8, a plate 7, a linear shaft 6 and the bearing table 5 are removed. Thus, the work for removing wedges 4a, 4b of the fixing part of a concrete skeleton 3 can be performed smoothly.
    • 3. 发明专利
    • ANCHOR OF BOARD RECEIVING NO PRESSURE AND ANCHORING METHOD THEREOF
    • JPH10338936A
    • 1998-12-22
    • JP10884197
    • 1997-04-25
    • S II KK
    • NAKAMURA HIROYUKIKOBORI KATSUHIROTSURUMI TOSHIAKIKATAYAMA YOSHIHIRO
    • E02D17/20E02D5/80
    • PROBLEM TO BE SOLVED: To keep a natural condition, by embedding an anchor of the movable layer side of a tension member arranged in the length extending from the fixed layer to the movable layer, within the movable layer so as not to be exposed on the ground surface. SOLUTION: Existing trees 9 on the ground surface 13 are left as they are and a hole 12 extending from a movable layer 10 composed of weathered rocks or the like to a fixed layer 11 composed of base rocks or the like is drilled. Then, an anchor 1 of a board receiving no pressure is inserted in the hole 12 and grout is injected to construct an anchor without a board receiving pressure on the ground surface. The grout material and the anchorage body integrally formed in the layer 10 by the anchor 1 mutually pull the grout material and the anchorage body integrally formed in the layer 11 by the compressive force of pretensioned tensile members and the layers 10, 11 are compressed by the frictional resistance of the peripheral face against the anchor 1 at the boundary of the sliding face 19. The anchor directly acts to the nearby position of the sliding face 19 of the layer no to prevent the layer from sliding. In this way, the anchor can be set while existing trees can be left as they are, and as the anchorage body is embedded, trees can root easily.
    • 4. 发明专利
    • FRIED-FOOD SHOP CAPABLE OF FRYING AND PROVIDING SELECTED FRIED-FOOD MATERIAL
    • JPH10317699A
    • 1998-12-02
    • JP14097897
    • 1997-05-14
    • S II KK
    • OTA TOSHIO
    • E04H3/04A47F10/06A47G23/08E04H3/02
    • PROBLEM TO BE SOLVED: To select the kinds, size, shape, etc., of its own favorite dried-food material freely by a customer in a fried-food shop while correctly frying the fried-food material ordered from the customer and surely providing it to the customer even on the shop side. SOLUTION: Plate bases 7 on the customer side, on which fried-food material- contained plates 15 selected from the upper section of a conveyor 4 for an eating and drinking base 1, in which the conveyor 4 is circulated along a counter 2 and the fried-food material-contained plates 15 are put on the conveyor 4 and transferred, are placed and the fried-food-contained plates are put, are installed to the eating and drinking base 1 in response to the number of the seats 8. Different marks are put on the plate bases 7 on the customer side respectively. A fryer 11 mounted on the shop side is partitioned into a plurality of chambers in response to the number of the seats 8. Material plate bases 13, on which the fried-food material-contained plates 15 carried from the plate bases 7 on the customer side are placed, and fried-food bases 14, on which fried-foods are put, are set up on the fryer 11 side in response to the number of the seats 8 respectively. The same marks are put on the material plate bases 13 and the fried-food bases 14 and each chamber of the fryer 11 in response to the marks of the plate bases 13 on the customer side.
    • 5. 发明专利
    • SIMPLE GIRDER AND CONTINUOUS GIRDER, AND FORMATION THEREOF
    • JPH1060823A
    • 1998-03-03
    • JP21624896
    • 1996-08-16
    • S II KK
    • MORIMOTO MINEOWAKASA TADAO
    • E01D1/00E01D2/00E01D19/12E01D101/30
    • PROBLEM TO BE SOLVED: To improve the efficiency of transport by constituting a simple girder built between supporting points of a plurality of pretension PC girders and tension members compressing the pretension PC girders from both sides in the bridge girder direction and being continuously connected. SOLUTION: In a factory, abutments 2, 2 are installed at both ends of a slab 1, PC-steel stranded wires 3 are constructed, required tensile force is given to the stranded wires 3 and the stranded wires 3 are held, each form is set onto the slab 1 and concrete is placed, the stranded wires 3 are cut at places to be divided after the curing of concrete, and pretension PC girders 5 are configured. The girders 5 are transported onto the field of the execution of works, the girders 5 corresponding to a section between one supporting point are arranged in a row, an inner cable 4 as a tension member consisting of the PC stranded wire is communicated into through-holes for the inner cable formed to each girder 5, 5..., and stretched by tensile force and the girders 5, 5,... are connected continuously, and the simple girder 7 is completed. Accordingly, the length of the girders 5 organizing the simple girder 7 is shortened and a constraint on transport is removed, and the efficiency of transport is improved and cost can be reduced.
    • 8. 发明专利
    • SUPPORT LIFT DEVICE OF CHAIN GATE
    • JPH0913334A
    • 1997-01-14
    • JP16362795
    • 1995-06-29
    • NOBUYUKI KIKO KKK S II KK
    • MIYAHARA NOBUYUKI
    • E01F13/00E04H6/42
    • PURPOSE: To provide a hydraulic post lift device which is excellent in safety and durability. CONSTITUTION: There are provided an underground pipe 2 set up in a bed rock of a ground surface or the like, a hydraulic cylinder 3 set up inside the underground pipe 2, city water pipes 3b and 3d connected to a water supply inlet 3b and a drain outlet 3d on the lower end and the upper end of the hydraulic cylinder 3, a piston rod 7 whose lower end is fixed with the upper end of a piston 6 of the hydraulic cylinder 3 and which projects upward and a rod protection riser pipe 8 which is fixed with the upper end of the piston rod 7 and fits outwardly the whole length of the piston 7 and is penetrated in the clearance between the inner peripheral surface of the underground pipe 2 and the outer peripheral surface of the hydraulic cylinder 3 during the down fall of the piston rod 7. A post P, which comprises the piston rod 7 and the riser pipe 8, is arranged to rise and fall by means of the hydraulic cylinder which uses city water as a drives source.
    • 9. 发明专利
    • GROUND ANCHOR DEVICE
    • JPH08144273A
    • 1996-06-04
    • JP31112294
    • 1994-11-21
    • SHIINA KKS II KKSAWADA TOSHIAKI
    • MORIMOTO MINEOSAWADA TOSHIAKITERAOKA KEIMEI
    • E02D5/80
    • PURPOSE: To make it possible to confirm a state of load acting on a tendon even if it is in a position separated from an installation position of a ground anchor device in the ground anchor device used for disaster prevention works, etc. CONSTITUTION: A structure 200 is constructed on the surface of a cliff 100. A tendon 310 passes through the structure 200 in a movable manner. One end of the tendon 310 is positioned to the outside of the structure, and the other end is buried inside the cliff 100. A mansion 321 is provided to the end on the side positioned to the outside of the structure 200 of the tendon 310. The mansion 321 is made to anchor the tendon 310 to the structure 200. A load cell 330 for measuring load acting on the mansion 321 through the structure 200 is provided. A luminous indicator 360 for indicating a state of load measured with the load cell 330 is provided. Load measured with the load cell 330 is compared with value set in advance to provide a controller 370 operating the luminous indicator 360.