会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 2. 发明专利
    • PIPE JACKING MACHINE
    • JPH10212898A
    • 1998-08-11
    • JP1659397
    • 1997-01-30
    • AIREC GIKEN KKHITACHI CONSTRUCTION MACHINERY
    • KASAI KOJIENDO NOBUAKIMORO TAKASHIMORIYA HIDEKI
    • E21D9/093E21D9/06
    • PROBLEM TO BE SOLVED: To provide a pipe jacking machine capable of preventing damage by external force worked at the time of the propulsion of a succeeding pipe of a direction-changing jack. SOLUTION: The pipe jacking machine has a plurality of mutually inclinable connected drum sections, a cutter head for excavating a bedrock and three direction-changing jacks capable of connecting and tilting the drum sections on the front end sides to the drum sections at rear sections, and the direction changing jacks are composed of leaders, to which relief means relieving pressure oil in the cylinders of the direction-changing jacks are installed, and base-push jacks propelling a succeeding pipe. Shrinkage-limit set values for determining the shrinkage limits of the direction-changing jacks are set at that time, and a controller 3 energizing a solenoid 6 and stopping the propulsion of the succeeding pipe by the base-push jack when at least one of the three direction-changing jacks is decided so as to be shrunk until at least one of the jacks reaches the shrinkage-limit set value while energizing the solenoid 6 and stopping the propulsion of the succeeding pipe even when at least one of the jacks is decided to be shrunk or extended under the state, in which at least one of the jacks is not operated, is mounted.
    • 3. 发明专利
    • MIDDLE BENT TYPE PIPE PROPULSION MACHINE
    • JPH10196282A
    • 1998-07-28
    • JP465697
    • 1997-01-14
    • AIREC GIKEN KKHITACHI CONSTRUCTION MACHINERY
    • KASAI KOJIMORIYA HIDEKIARIMA KUNIHIKOMORO TAKASHI
    • E21D9/06
    • PROBLEM TO BE SOLVED: To perform curve construction accurately and positively without requiring high skill compared to a conventional method. SOLUTION: This bent type pipe propulsion machine is provided with a front drum having a cutter head, an intermediate drum 2 connected in such a way that the front drum can be tilted by a direction correcting jack, and a rear drum 3 connected in such a way that the intermediate drum 2 can be freely tilted through a middle bent part 6. The bent part 6 is composed of a flange 2a of the intermediate drum 2 with a fixture 8, and a flange 3a of the rear drum 3 with an oblong hole 3b. The maximum bent angle of the bent part 6 is set by the length of the oblong hole 3b. In this case, an internal thread cylinder 12 and a cylindrical member 13 are respectively fixed to the inner periphery of the flange 3a and the inner periphery of the rear end part of the intermediate drum 2 so as to be opposed to each other. An external thread part 11a of a middle bend limiting bar metal fitting 11 is screwed to the internal thread cylinder 12 to insert a shank 11b into the cylindrical member 13, and a clearance between a head 11c and the end face of the cylindrical member 13 is adjusted. The maximum bent angle of the bent part 6 can therefore by made smaller than the angle set by the length of the oblong hole 3b.
    • 4. 发明专利
    • PIPE PROPULSION CONSTRUCTION METHOD AND PIPE PROPULSION MACHINE
    • JPH10196281A
    • 1998-07-28
    • JP391397
    • 1997-01-13
    • AIREC GIKEN KKHITACHI CONSTRUCTION MACHINERY
    • KASAI KOJIADACHI TORUENDO NOBUAKIMORO TAKASHI
    • E21D9/06E21D9/13
    • PROBLEM TO BE SOLVED: To provide pipe propulsion technique for injecting mud forming material so as to be able to economically produce mud of excellent plastic fluidity without depending on intuition and experience of an operator. SOLUTION: A succeeding pipe is connected to the rear of a guide body, and while driving it forward an excavated hole is excavated by a cutter head to bury the succeeding pipe in the ground. In this process, mud forming material is injected in excavated sediment to produce mud with plastic fluidity, and this mud is filled in an annular gap between the guide body and the excavated hole and taken in from a sediment intake of the guide body so as to be force-fed to the ground. In a pipe propulsion machine of such constitution, the guide body is provided with a front side earth pressure gauge 1 and a rear side earth pressure gauge 2 respectively measuring mud pressure on the tunnel face side and sand intake side of mud passing the annular gap. The pipe propulsion machine is provided with a controller 3 having a judging part 4 for computing the difference between both mud pressure measured by the earth pressure gauges 1, 2 and inputted and comparing the computed result value with the preset threshold value, and a command part 5 for controlling a mud forming material injection device 6 so that the former value approaches the latter value on the basis of the compared result, thus adjusting the injection quantity of the mud forming material.
    • 8. 发明专利
    • MUD REFORMING DEVICE
    • JP2003253695A
    • 2003-09-10
    • JP2002054067
    • 2002-02-28
    • HITACHI CONSTRUCTION MACHINERY
    • MORI YASUOMORO TAKASHI
    • E02F7/00B01F3/12B01F7/00B01F15/02C02F11/00C02F11/14
    • PROBLEM TO BE SOLVED: To provide a mud reforming device capable of preventing reduction in processing capacity during reformation of mud and waste of an additive. SOLUTION: In this mud reforming device having a multi-spindle stirring machine mixing mud and a coagulant, a mud supplying device 31 supplying mud into the multi-spindle stirring machine, and additive supplying devices 42, 52, and 62 supplying the additive such as the coagulant and a solidifying agent into the multi-spindle stirring device, reforming is carried out continuously by mixing the mud fed by the mud supplying device 31 with the additive by means of the multi-spindle stirring machine for turning the mud into powder and grain. Inside a mud supply passage for supplying the mud into the multi- spindle stirring machine, a flow rate detector 11 detecting a flow rate of the mud inside the mud supply passage is arranged. When a detection value N by the flow rate detector 11 becomes a set value Ni or less, a controller 20 stops the operation of the mud supply passage 31 and the additive supplying devices 42, 52, and 62. COPYRIGHT: (C)2003,JPO
    • 9. 发明专利
    • SELF-RUNNING TREATMENT DEVICE FOR MUD SOIL GRANULATION
    • JP2003193508A
    • 2003-07-09
    • JP2001400688
    • 2001-12-28
    • HITACHI CONSTRUCTION MACHINERY
    • MORI YASUOMORO TAKASHI
    • E02F7/00B01F7/04B09B3/00
    • PROBLEM TO BE SOLVED: To provide a mud soil granulation treatment device capable of easily being carried in or moved to a desired mud soil occurrence site by passing through a narrow place and granulating and treating mud soil in a large amount at the mud soil occurrence site. SOLUTION: This mud soil granulation treatment device 1 constituted by a multishaft stirring machine 70, a hopper 11 for storing mud soil, a pump 31 for supplying a fixed amount of mud soil, and coagulation material storage devices 41, 51 is installed on a crawler type running device 100. The multishaft stirring machine 70 is arranged at the center in the direction of width of the crawler type running device 100, and the hopper 11 for storing mud soil, the pump for supplying a fixed amount of mud soil, and coagulation material storage devices 41, 51 are arranged on both sides in the direction of its width. When arranging the hopper 11 for storing mud soil, a part of a mud soil charging port is positioned just above the multishaft stirring machine 70, an engine 103 and a driver's seat are arranged close to one end part in the longitudinal direction of the crawler type running device 100, and a conveyor 20 is attached to the crawler type running device 100 in such a way that it forms up inclination and is positioned on its outside to constitute the self-running treatment device for mud soil granulation. COPYRIGHT: (C)2003,JPO
    • 10. 发明专利
    • DISTANCE MEASURING EQUIPMENT FOR CONSTRUCTION WORK
    • JP2003114124A
    • 2003-04-18
    • JP2001309001
    • 2001-10-04
    • HITACHI CONSTRUCTION MACHINERY
    • KAMEI TAKESHIMORO TAKASHIHIRAO SOJI
    • G01B11/00G01C3/06
    • PROBLEM TO BE SOLVED: To provide distance measuring equipment for construction work capable of correctly measuring distances even if the location of an image-forming point on an optical sensor detected when a light source is installed at infinity is not known. SOLUTION: A mirror 24 and a half mirror 25 for converting the direction of light of a light source 10, a point to be measured, condensed by a light condensing lens 22b are provided so as to receive the lights 21a and 21b of the light source 10 each condensed by the light condensing lenses 22a and 21b by the common optical sensor 23a. The locations of the image-forming points of the lights on the optical sensor 23a detected when each light passing through the optical axes of the light condensing lenses 22a and 22b are received by the optical sensor 23a are matched with each other by the mirror 24 and the half mirror 25. The distance measuring equipment for construction work is constituted so as to measure the distance L between a base point of measurement and the point to be measured on the basis of the phase difference (d) of the pair of image-forming points on the optical sensor 23a detected when the lights 21a and 21b of the light source 10, the point to be measured, are condensed by the light condensing lenses 22a and 22b.