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    • 4. 发明专利
    • SHIELD MACHINE
    • JPH05106393A
    • 1993-04-27
    • JP29649091
    • 1991-10-15
    • KAWASAKI HEAVY IND LTD
    • SARADA SUSUMU
    • E21D9/13E21D9/06E21D9/08E21D9/12
    • PURPOSE:To improve the stability of a working face and smoothly discharge the cut soil by providing a sewage pressure chamber at the upper section in a shield incorporating an excavator, providing feed/drain pipes of the hot water fed to it, and providing a cut soil crushing/stirring machine near a drain path. CONSTITUTION:A shield machine 1 is provided with an excavator 10, an erector 3, and a shield jack 4 in a shield 2. The excavator 10 is constituted of a rotary edge 11, a motor 12, and a moving system 13, and it is moved in sequence in the whole area of the working face 8 for excavation. A chamber 20 having a feed pipe 23 capable of pressurizing to prevent the collapse of the working face is provided at the upper section of the shield 2, a crushing/stirring machine 30 for crushing/stirring the cut sediment is provided at the lower section, and a drain pipe 24 for draining is provided. The stability of the working face is secured, and the cut soil can be smoothly discharged.
    • 5. 发明专利
    • SHIELD MACHINE
    • JPH03132595A
    • 1991-06-05
    • JP27107089
    • 1989-10-17
    • KAWASAKI HEAVY IND LTD
    • MATSUZAKI TORUKAIHATSU KIYOHIDESARADA SUSUMU
    • E21D9/06E21D9/08E21D9/087
    • PURPOSE:To maintain the soil in a stable state by making the outer peripheral part of the cutter disk of a shield machine divided in the peripheral direction expandable in the radial direction and the outside diameter of a skin plate almost equal to that of the cutter disk. CONSTITUTION:A tunnel is driven with two shield machines 1 and 2 which respectively make excavate the ground toward a meeting position 76 from both sides of the tunnel and the preceding machine 1 of the two machines 1 and 2 is made to reach the meeting position 76 prior to the other machine 2 and stopped at the position 76. Then the other machine 2 is made to reach the position 76 and the cutter disk 32a of the machine 2 is retreated into a skin plate 34a. After the cutter disk 32a is retreated, the preceding machine 1 is made to get into the skin plate 34a of the other machine 1 and a hardener is injected between the machines 1 and 2. After the hardener hardens, the machines 1 and 2 are dismantled and the inside of segments 19 and 19a in their radial directions are covered with concrete 79. Therefore, caving of the tunnel roof and side walls can be prevented at the time of tunnel driving.
    • 10. 发明专利
    • CUTTER FITTING MECHANISM AND CUTTER HOLDER FOR TUNNEL EXCAVATOR
    • JPH1068292A
    • 1998-03-10
    • JP22516196
    • 1996-08-27
    • KAWASAKI HEAVY IND LTD
    • SARADA SUSUMUSAITO TADAFUMI
    • E21D9/087E21D9/08
    • PROBLEM TO BE SOLVED: To efficiently allow an excavation both in hard ground and soft ground by making a roller cutter and a cutter bit fitted to a cutter disk mutually exchangeable from the inside on a tunnel excavator. SOLUTION: A cutter holder main body 4a is fixed to the cutter support frame 3 of a cutter disk. A rotary saddle 8 and a spacer 8b are fitted to angular shaft sections protruded on both sides of a roller cutter, the roller cutter is rotatably fitted with the engaging recess of the cutter holder main body 4a, and it is fixed by bolts 9a via a bearing cap 9. When the roller cutter is to be removed, the bolts 9a are loosened, a rotary saddle 8 is rotated by 180', and the roller cutter is extracted to the inside. A cutter bit 11 is inserted into the cutter holder main body 4a in combination with two support members 12, the support members 12 are separated to be locked on stoppers 6 of the cutter support frame 3, and their upper end edges are locked on the lock pieces 4b of the cutter holder main body 4a. The roller cutter and the cutter bit 11 can be exchanged from the inside in response to the excavated ground.