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    • 92. 发明专利
    • OPTICAL DEFLECTION ANGLE MEASURING DEVICE
    • JPH11337334A
    • 1999-12-10
    • JP14154498
    • 1998-05-22
    • HITACHI CONSTRUCTION MACHINERY
    • SHIMOMURA YOSHIAKIMITSUYANAGI NAOKIMORO TAKASHI
    • G01C15/00G01B11/26
    • PROBLEM TO BE SOLVED: To eliminate the influence of a sensor output which is generated due to factors other than the light of a light source and to make it possible to carry out an accurate measurement by changing the direction of light from each light source to be condensed so that it can be guided to each position-detection element and subtracting a setting value for output being generated without depending on the light of the light source from the detection value of each pixel. SOLUTION: An operation-processing device 10 is provided with an offset circuit 1, subtracts an offset setting value VOFF that is a setting value regarding output IN of a noise signal from an output value I of the detection signal of position detection elements 412-1 and 412-2, and corrects the output value I to a correct value being generated due to the light of light sources 41 and 42. A gravity position/deflection angle operation circuit 4 obtains an image-forming position on each light reception surface of the position detection elements 412-1 and 412-2 based on a correct output value I' that is obtained by the correction, and calculates the angle of deflection of the light axes of the light sources 41 and 42, thus accurately measuring the angle of deflection without being affected by sensor output being generated due to factors other than the light of the light sources 41 and 42 at the time when optically measuring the angle of deflection.
    • 93. 发明专利
    • PIPE JACKING MACHINE
    • JPH11182176A
    • 1999-07-06
    • JP35754997
    • 1997-12-25
    • HITACHI CONSTRUCTION MACHINERY
    • MORIYA HIDEKIMORO TAKASHI
    • E21D9/06E21D9/093
    • PROBLEM TO BE SOLVED: To provide a pipe jacking machine which is equipped with a direction correcting function nearly equal to that of a pipe jacking machine of middle fold type and in which equipment contained in the top guiding body involve no risk of interfering with the surrounding objects at the time of direction correction. SOLUTION: The natural ground is excavated by a cutter head 12 while a top guiding body is propelled, and at the same time, a viscosity giving liquid is injected into the excavated earth and sand to produce a muddy soil having plastic fluidity, and the muddy soil is sent backward and part thereof is taken into the top guiding body to be discharged onto the ground while the remainder is led to the periphery of a buried pipe attached to the tail of the top guiding body. The top guiding body comprises an inner pipe 1 having in front a cutter head 14 and fitted with a buried pipe in the backmost and front inner cylinder 2 and rear inner cylinder 3 having a spacing to the periphery of the inner pipe 1 and attached to the inner pipe 1 swingably in the diametric direction, and the front outer cylinder 2 is fitted swingably to the rear outer cylinder 3, and thereby the front outer cylinder 2 is swung interlocking with swings of the rear outer cylinder 3 when it 3 is swung by a jack 4, and thus it is possible to correct the jacking direction of the top guiding body.
    • 95. 发明专利
    • PIPE-JACKING MACHINE
    • JPH11131976A
    • 1999-05-18
    • JP29860697
    • 1997-10-30
    • HITACHI CONSTRUCTION MACHINERY
    • MORO TAKASHIMORIYA HIDEKIENDO NOBUAKISUZUKI KEIICHI
    • E21D9/093E21D9/06
    • PROBLEM TO BE SOLVED: To prevent the increase of propulsion resistance while resolving the delay of actual operation at the time of direction correction operation generated in a pumping earth-removal type pipe-jacking machine. SOLUTION: The pumping earth-removal type pipe-jacking machine is constituted in such a manner that the pipe-jacking machine has a leader, to which a rotary excavating tool 2 having an excavation outside diameter larger than the outside diameter of a leader body 1 is installed, a viscosity-imparting material is injected to excavated materials and mud having plastic fluidity is generated and the mud is passed on the outer circumferential side of the leader body 1. A plurality of direction correction plates 11 being mounted on the leader body 1 in a rockable manner, pushing the rotary excavating tool 2 against a ground while taking reaction by the ground by rocking and capable of correcting the direction of the propulsion of a leader are set up at intervals so as to form mud passages 10a among the direction correction plates 11 and the outer circumference of the leader body 1 and arranged so as to be kept in the excavation region of the rotary excavating tool 2 while a plurality of hydraulic jacks 12 rocking the direction correction plates 11 respectively and capable of pushing the direction correction plates 11 against the ground are fitted to the leader body 1 at that time.
    • 96. 发明专利
    • PIPE PROPULSION MACHINE
    • JPH11117667A
    • 1999-04-27
    • JP27616297
    • 1997-10-08
    • HITACHI CONSTRUCTION MACHINERY
    • ENDO NOBUAKIMORO TAKASHI
    • E21D9/06E21D9/093
    • PROBLEM TO BE SOLVED: To provide versatility by eliminating the necessity of work for reregistering correction data used in the calibration of a detector in an excavator even if the combination of the excavator and a controller has been changed. SOLUTION: When the registration of correction data is designated with the registering switch 8 of a controller 2, a correction data computing device 7 samples the measurements θ1 , θ2 , as input by an input device 10, of a bending angle between the hulls of an excavator 1 at different positions and the values θS1 , θS2 detected by a bending angle detector 26 at the same position, then computes correction data α, β by which the detected values θS1 , θS2 are made to coincide with the measurements θ1 , θ2 , and causes the control device 3 of the excavator 1 to store the correction data α, β in its correction data storage part 3b. The detected value correcting part 3c of the control device 3 samples the value θS detected by the bending angle detector 26, corrects the detected value θS using the correction data α, β stored in the correction data storage part 3b, and outputs the detected value θ corrected to a position computing device 6.
    • 97. 发明专利
    • SEMI-CUT-AND-COVER PIPE BURYING METHOD AND DEVICE
    • JPH1181352A
    • 1999-03-26
    • JP23976197
    • 1997-09-04
    • HITACHI CONSTRUCTION MACHINERY
    • MORO TAKASHIMORIYA HIDEKIENDO NOBUAKISUZUKI KEIICHI
    • E21D9/06E02D29/05
    • PROBLEM TO BE SOLVED: To provide a semi-cut-and-cover pipe burying method and a semi-cut and cover pipe burying device capable of being applied in the case soil is hard and even in the case the diameter of a buried pipe is large without requiring any complicated and expensive equipment and burying a pipe in the ground through a required course. SOLUTION: An endless belt body 27 constructed between a belt body driving wheel 23 in a pipe burying device main body 1 and a belt body following wheel 24 provided to the front end of an arm body 22 in a small width groove excavator 2 is moved around the circumference to excavate a bedrock with an excavation claw 21 planted on the circumferential surface for cutting a narrow groove in the vertical direction. A pipe burying post 3 is made to enter the small width groove to be formed and, at the same time, a diameter widening rotational body 4 is rotated with a diameter widening drive motor 32 to form an insertion hole having a diameter slightly larger than a buried pipe 7 into the bedrock. The buried pipe 7 mounting one end to a buried pipe anchorage device 6 connected through a rotational joint 5 is pulled into the insertion hole, and excavated earth and sand is pushed out on the ground surface side through the small width groove.