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    • 4. 发明专利
    • CONTROL DEVICE FOR SINGLE ROD TYPE HYDRAULIC CYLINDER
    • JP2000081003A
    • 2000-03-21
    • JP24888198
    • 1998-09-03
    • HITACHI SHIPBUILDING ENG CO
    • SASAKI KATSUYASHIMIZU YOSHIYUKI
    • F15B9/09F15B15/14
    • PROBLEM TO BE SOLVED: To facilitate control of the vibration amplitude and the advance/retreat position of a single rod type cylinder. SOLUTION: This control device comprises a hydraulic pump 15 connected to an oil pressure chamber 12 on the rod side, a first solenoid valve 17 located in an intermediate hydraulic oil pipe 18 connected to a hydraulic chamber 13 on the head side from the hydraulic chamber 12 on the rod side and controlling the feed of a hydraulic oil in the hydraulic chamber 12 on the rod side to a hydraulic chamber 13 on the head side, and a second solenoid valve 21 located in a hydraulic oil discharge pipe 19, connected to a drain tank 20 from the hydraulic oil pipe 19 running from the hydraulic chamber 13 on the head side and connected to a drain tank 20 and controlling discharge of a hydraulic oil in the hydraulic chamber 13 on the head side. The piston pressure receiving area of a hydraulic chamber 12 on the rod side and the piston receiving pressure area of the hydraulic chamber 13 on the head side are set to respective values corresponding to a load W exerted on a rod 11a so that controlled variables of the first and second solenoid valves 17 and 21 coincide with each other.
    • 5. 发明专利
    • SEISMIC CENTER DEVICE FOR GEOLOGY PROSPECTING
    • JPH11337653A
    • 1999-12-10
    • JP6572499
    • 1999-03-12
    • TAISEI CORPHITACHI SHIPBUILDING ENG CO
    • KAWAKAMI JUNIMAI HIROSHIARAI HIROSHIGESASAKI KATSUYAMAEHATA HIDEHIKO
    • G01V1/02E21C37/18F42D3/00G01V1/104
    • PROBLEM TO BE SOLVED: To extend a prospecting range, and to propagate an elastic wave with proper amplitude to prospecting a natural ground. SOLUTION: A seismic center device for geology prospect measures a reflection wave or a refraction wave due to the prospecting ground of an elastic wave which is generated from a seismic center device 4 for prospecting the geology of a natural ground. The device is provided with a metal small-gauge wire 8 that is arranged in an earthquake-generating container and is quickly dissolved and vaporized by electrical energy being supplied within a short time, a transferring substance 9 that is filled into the earthquake-generating vessel for transferring a shock due to the dissolving and vaporizing of the metal small-gauge wire 8, and a supply device 5 for supplying the electrical energy to the metal small-gauge wire 8. When the amplitude of the elastic wave in the prospecting natural ground is set to A, distance from a seismic center position to the prospecting natural ground is set to L, a coefficient regarding the amplitude A of the elastic wave and the distance L is set to α, a coefficient regarding the distance of the elastic wave is set to n, and a coefficient regarding the capacity and amplitude of the explosive substance is set to m, the capacity EA of the explosive substance is represented by EA=[(A×L )/α] . In this case, the coefficient α is set to 30, and an attenuation coefficient n is set such that 1
    • 6. 发明专利
    • DISCHARGE IMPACT DESTRUCTION METHOD AND DEVICE
    • JPH10331444A
    • 1998-12-15
    • JP14074997
    • 1997-05-30
    • HITACHI SHIPBUILDING ENG CO
    • SASAKI KATSUYAMAEHATA HIDEHIKOINOUE TETSUYA
    • E04G23/08B28D1/00
    • PROBLEM TO BE SOLVED: To effectively carry out destruction work by providing liquid transferring impact between a metal fine conductor and a second impact reflection surface, and reflecting impulse wave generated from the metal fine conductor respectively to a first reflection surface and a second impact reflection surface to make them arrive at the surface of a destroyed object. SOLUTION: When high voltage energy is supplied to a metal fine conductor 1 within a short period of time, the metal fine conductor 1 is simultaneously melted and vapored to expand, and the impulse wave is directly hit to the destroyed object to destroy. Then, the impulse wave propagated in the destroyed object 2 clashes against the first impact reflection surface 4 and is reflected, and the first reflected impulse wave arrives at the surface 3 of the destroyed object 2 to operate. While, impulse wave propagated in water 6 is reflected to the second impact reflection surface 5, and the second reflected impulse wave also arrives at the surface 3 of the destroyed object 2 to operate. This operation is repeated to generate resonance phenomenon. Accordingly, the destroyed object can be effectively destructed.
    • 8. 发明专利
    • TUNNEL EXCAVATING MACHINE AND EXCAVATING METHOD
    • JP2000110479A
    • 2000-04-18
    • JP28579298
    • 1998-10-08
    • HITACHI SHIPBUILDING ENG CO
    • SASAKI KATSUYASHIMIZU YOSHIYUKI
    • E21D9/06
    • PROBLEM TO BE SOLVED: To prevent the generation of failure and breakdown of equipment inside of an excavating machine due to the vibration by measuring a displacement of the excavating machine per the predetermined time with an acceleration meters in the horizontal and the vertical directions, and computing the pushing force of each front jack for adjustment. SOLUTION: An acceleration meter for measuring the acceleration in the horizontal direction X and the vertical direction Y is provided in a back surface of a bulkhead of an excavating machine main body, and an amplifier is connected to the output side. A control device for controlling the pushing force F1-F4 of front jacks 8a-8d on the basis of the amplified acceleration is provided, and a driving part of the front jacks 8a-8d is connected to the output side of the control device. On the basis of the acceleration in the horizontal direction Y and the vertical direction X, the control device computes a displacement of the excavating machine main body from a reference point per the predetermined time, and the angle of vibration to be generated at the time of rotating a cutter head is computed by the minimum squaring, and on the basis of vibration angles θ, pressurizing force F1 to F4 of the respective front jack 8a to 8d are regulated in a direction suppressing the vibration, and generation of failure and breakdown inside of the excavating machine main body can be prevented.
    • 9. 发明专利
    • BEDROCK STRENGTH ESTIMATING METHOD BY TUNNEL EXCAVATOR
    • JPH11303583A
    • 1999-11-02
    • JP10999598
    • 1998-04-21
    • HITACHI SHIPBUILDING ENG CO
    • SASAKI KATSUYASHIMIZU YOSHIYUKI
    • E21D9/10
    • PROBLEM TO BE SOLVED: To provide a method for estimating the strength of bedrock in the natural ground simply, inexpensively, and in a short time. SOLUTION: This is a method for estimating the strength of bedrock in the natural ground by a tunnel excavator 1 having a cutter head 3 which is rotatably provided in a front end part of an excavator main body 2 and in which a plurality of disc cutters are arranged on a face panel and cylinder devices for propulsion 4 arranged across a predetermined interval along the direction of circumference in the excavator main body 2 to propel the excavator main body 2. Oil pressure and an amount of protrusion of a rod part of the cylinder device for propulsion 4 are detected by a pressure detector 12 and a displacement meter 13, respectively, a pressing force F acting on one disc cutter and a penetration amount δ into a rock bed of the disc cutter are obtained based on these detected hydraulic force and amount of protrusion, and these pressing force F and penetration amount δ are substituted into the following equation to estimate compression strength σ of the bedrock. σ=F/(a×p ); a is a coefficient based on a shape of an edge tip part of the disc cutter.