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    • 21. 发明专利
    • CRUSHER
    • JPH09155215A
    • 1997-06-17
    • JP34645395
    • 1995-12-11
    • HITACHI CONSTRUCTION MACHINERYNETSUKOO KK
    • YAMADA TETSUYAIIDA TAKEO
    • B02C18/14B02C18/24B02C21/00B02C21/02
    • PROBLEM TO BE SOLVED: To improve the crushing capacity of a crusher as a whole by installing a rotary drums having each a primary crushing cutter, which are arranged on the upper state, and a rotary drums having each a secondary crushing cutter, which are arranged on the lower stage, and making the number of the secondary crushing rotary drums more than that of the primary crushing rotary drums. SOLUTION: The crusher 1 is constituted so as to load the primary crushing part 3 of the upper stage and the secondary crushing part 4 of the lower stage on a self-traveling vehicle, to install a conveyer 5 for discharging crushed chips between left and right crawlers 2, 2 and to dispose a magnetic separator 6 for separating reinforcing steel chips on the tip thereof. The primary and secondary crushing parts 3, 4 are provided respectively with even-numbered rotary drums 10, 11 and the number of the secondary crushing rotary drums 11 is more than that of the primary crushing rotary drums 10, and the primary crushing rotary drum is set so that the direction of the center of rotation is coincident with that of the direction of the converyer and on the other hand, the secondary crushing rotary drum is set so that its center of rotation is orthogonal to the center of rotation of the primary crushing rotary drum.
    • 27. 发明专利
    • ROAD TEST VEHICLE
    • JPH02108789A
    • 1990-04-20
    • JP25934288
    • 1988-10-17
    • HITACHI CONSTRUCTION MACHINERY
    • NAGANO YOSHIYAIIDA TAKEO
    • E21B25/00E01C23/01E01C23/09
    • PURPOSE:To enable reduction of labor by a method wherein an excavating device, a sampling device, and a road cell for testing a road ground strength are mounted to a single self-running type vehicle, and by mounting and demounting the devices to and from an expandable arm mounted to a vehicle, a high-efficient work is effected. CONSTITUTION:A rotary cutter 14 is attached to the lower end of a vertical expandable arm 13 mounted to a self-running type vehicle 7 to excavate a circular ditch in a pavement layer 1. The rotary cutter is replaced with a grasping device 17 is mounted to nip the sample of the pavement layer 1 surrounded with the ditch to take it out. Further, the grasping device is replaced with an earth drill bucket 15 to excavate a stone layer 3 and a bed rock layer 4. The earth drill bucket is replaced with an earth sampling device 16, which is filled with a sample from the bottom of an excavated vertical pit to take it out. A road cell for testing ground strength removably mounted to the arm 13, a water tank 97, and a pump 98 are mounted. This constitution enables reduction of labor required for sampling and allows execution of high-precise ground strength test and sprinkling test.
    • 28. 发明专利
    • METHOD OF CONSTRUCTION OF EXECUTION OF BURIED PIPE GROUP UNDER STRUCTURE
    • JPS6458792A
    • 1989-03-06
    • JP21310187
    • 1987-08-28
    • HITACHI CONSTRUCTION MACHINERY
    • IIDA TAKEO
    • E21B7/20E21B7/04
    • PURPOSE: To aim at safety of execution work by installing a tunnel excavating device in grooves of both sides of a building structure to construct a tunnel leading from one groove to other groove with reciprocating movement of an auger, and connecting embedded pipe with the exposed tips and repeating the reciprocating movement of passing through pipes in a tunnel while pulling out the auger. CONSTITUTION: Grooves 6, 7 are excavated on the both sides of a building structure 1, and auger expansion-type tunnel excavating device 8 is installed in the groove 6 so as to move freely. Then, a tunnel leading to other groove 7 by reciprocating movement of an auger rotation driving device 24 mounted on a guide frame 20 of the auger expansion-type tunnel excavating device 8 and by repeating of rotation of augers 9 and its extensions. One end of each embedded pipe 2 is connected to corresponding each auger 9 of the exposed tip of the groove 7, and work of pulling out one of augers 9 and removing it is repeated. After passing the embedded pipes 2 through all the tunnels, the auger expansion-type tunnel excavating device 8 is moved along the groove 6, and the same action is repeated at other place. As a result, the embedded pipes 2 under the building structure 1 can be executed without damaging the building structure 1.
    • 29. 发明专利
    • ROTARY TYPE BUCKET
    • JPS6452901A
    • 1989-03-01
    • JP20643287
    • 1987-08-21
    • HITACHI CONSTRUCTION MACHINERY
    • IIDA TAKEO
    • E02F3/40E01C23/09
    • PURPOSE: To excavate horizontally a channel by rotating a bucket formed by providing a cutter and an earth introduction opening on the side of the cylindrical body and a bottom lid that opens and closes freely and has a cutter and an earth introduction opening on the underside of the cylindrical body. CONSTITUTION: An earth drilling bucket 17 is pivoted swingably to the tip of the arm of a hydraulic shovel. The earth drilling bucket 17 is comprised of a rotation driving device 19 and a rotating bucket rotated with the rotation driving device 19. The rotating bucket is made up of a cylindrical body 20, an earth introduction section 54 provided on the side of the body, a cutter 50 on the side of the body near the earth introduction section 54, a guide 59 that guides earth introduced into the body to the center, and a bottom lid 34 that opens and closes with regard to the opening of the underside of the bucket body 20 and has a cutter 37 and an earth introduction section 36, thereby excavating a channel while moving the bucket horizontally.