CN105422125A - V-shaped pipe-jacking tunneling machine - Google Patents
V-shaped pipe-jacking tunneling machine Download PDFInfo
- Publication number
- CN105422125A CN105422125A CN201511014507.3A CN201511014507A CN105422125A CN 105422125 A CN105422125 A CN 105422125A CN 201511014507 A CN201511014507 A CN 201511014507A CN 105422125 A CN105422125 A CN 105422125A
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- China
- Prior art keywords
- reducer
- fixed
- dividing plate
- vertical rod
- arrangement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/11—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
- E21D9/116—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines by means of non-concentric rotary heads
Abstract
A V-shaped pipe-jacking tunneling machine is characterized in that each of a reducer I, a reducer II, a reducer III, a reducer IV and a reducer V during operating drives a drill at the front end of the corresponding reducer through a drill rod at the front end of the corresponding reducer; four rotating shafts during rotating drive rotating arms to rotate through fixed arms respectively; the five drills during rotating cut soil mass in the front of the drills, the soil mass and water are mixed to form slurry, so that an approximately V-shaped hole combined by five round holes is formed, the rotating arms on the four rotating shafts cut edges of the approximately V-shaped hole combined by the five round holes into flat and straight edges during rotating, and the slurry is discharged out of a jacking pipe through a slurry pump. The V-shaped hole is formed during advancing of the pipe-jacking tunneling machine, and thereafter, a long-distance V-shaped pipe-jacking pipeline is formed by pipelines with V-shaped sections during advancing section by section.
Description
Technical field
The present invention relates to a kind of pipe jacking tunnelling machine, the V-arrangement pipe jacking tunnelling machine particularly used in a kind of pipe-jacking project.
Background technology
At present, the V-arrangement pipe jacking tunnelling machine applied in pipe-jacking project is all cut by one or more bit the section that the soil body forms an approximate V-arrangement, and V-arrangement push pipe pipeline is very large at the process resistance of compressing into.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of V-arrangement pipe jacking tunnelling machine of full advance.
The present invention is achieved through the following technical solutions:
A kind of V-arrangement pipe jacking tunnelling machine, pipe jacking tunnelling machine is divided into the work chamber of muddy water storehouse in front and back by dividing plate, V-arrangement shell is fixed in the periphery of dividing plate, the back of the position, middle and lower part of dividing plate is fixed with motor, the front end of motor is fixed with transmission tube, transmission tube is through dividing plate, the front end of transmission tube is fixed with reducer one, dividing plate left side central portion front end is fixed with vertical rod two, the front end of vertical rod two is fixed with reducer two, on the left of dividing plate, left part front end is fixed with vertical rod four, the front end of vertical rod four is fixed with reducer four, dividing plate right side central front end is fixed with vertical rod three, the front end of vertical rod three is fixed with reducer three, on the right side of dividing plate, right part front end is fixed with vertical rod five, the front end of vertical rod five is fixed with reducer five, reducer one, reducer two, reducer three, reducer four, the lower end of reducer five is respectively equipped with a drilling rod, each drilling rod lower end fixes a drill bit respectively, a turning cylinder is respectively equipped with between reducer one and reducer two, between reducer one and reducer three, between reducer two and reducer four, between reducer three and reducer five, the both sides of each turning cylinder are respectively equipped with a cursor, and each cursor is fixed on the turning cylinder at its place respectively by a fixed arm.
The present invention has following feature:
The hole of approximate V-arrangement that the soil cutting of its front portion and water are stirred into mud, become five round holes to combine thus by the present invention's five drill bits in rotation, the limit of the hole of the approximate V-arrangement of five round hole combinations is cut into flat side by the cursor on four turning cylinders in rotation, mud is discharged outside push pipe by slush pump, pipe jacking tunnelling machine forms V-shape hole hole in propelling, thereafter, the pipeline of V-arrangement section forms the V-arrangement push pipe pipeline of long distance in a section follow-up.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is top view of the present invention;
Fig. 2 is A-A direction view of Fig. 1;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 becomes by the present invention the cross-sectional view of push pipe.
In figure: 1, V-arrangement shell, 2, dividing plate, 3, transmission tube, 4, motor, 5, vertical rod four, 6, vertical rod five, 7, vertical rod two, 8, vertical rod three, 9, reducer one, 10, reducer four, 11, reducer five, 12, reducer two, 13, reducer three, 14, drilling rod, 15, drill bit, 16, turning cylinder, 17, cursor, 18, power transmission shaft, 19, fixed arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, pipe jacking tunnelling machine is divided into the work chamber of muddy water storehouse in front and back by this embodiment dividing plate 2, V-arrangement shell 1 is fixed in the periphery of dividing plate, the back of the position, middle and lower part of dividing plate is fixed with motor 2, the front end of motor is fixed with transmission tube 3, transmission tube is through dividing plate, the front end of transmission tube is fixed with reducer 1, dividing plate left side central portion front end is fixed with vertical rod 27, the front end of vertical rod two is fixed with reducer 2 12, on the left of dividing plate, left part front end is fixed with vertical rod 45, the front end of vertical rod four is fixed with reducer 4 10, dividing plate right side central front end is fixed with vertical rod 38, the front end of vertical rod three is fixed with reducer 3 13, on the right side of dividing plate, right part front end is fixed with vertical rod 56, the front end of vertical rod five is fixed with reducer 5 11, reducer one, reducer two, reducer three, reducer four, the front end of reducer five is respectively equipped with a drilling rod 14, each drilling rod front end fixes a drill bit 15 respectively, a turning cylinder 16 is respectively equipped with between reducer one and reducer two, between reducer one and reducer three, between reducer two and reducer four, between reducer three and reducer five, the both sides of each turning cylinder are respectively equipped with a cursor 17, and each cursor is fixed on the turning cylinder at its place respectively by a fixed arm 19.
Also be provided with high pressure water-injection pump and slush pump in work chamber of the present invention, during work, high pressure water-injection pump distinguishes water filling by pipeline to each drill bit; Motor drives reducer one to operate by the power transmission shaft in transmission tube, reducer one operates respectively by the rotating drive reducer two of the turning cylinder of its right and left, reducer three in operation process, the rotating drive reducer four of reducer two by a turning cylinder in operation process operates, and the rotating drive reducer five of reducer three by a turning cylinder in operation process operates; Reducer one, reducer two, reducer three, reducer four, reducer five drive a bit of its front end in operation process respectively by its front end drilling rod; Four turning cylinders drive cursor to rotate respectively by fixed arm in rotation; The hole of approximate V-arrangement that the soil cutting of its front portion and water are stirred into mud, become five round holes to combine thus by five drill bits in rotation, the limit of the hole of the approximate V-arrangement of five round hole combinations is cut into flat side by the cursor on four turning cylinders in rotation, mud is discharged outside push pipe by slush pump, pipe jacking tunnelling machine forms V-shape hole hole in propelling, thereafter, the pipeline of V-arrangement section forms the V-arrangement push pipe pipeline of long distance in a section follow-up.
Cursor on two turning cylinders of reducer one the right and left differs certain angle, is independent of each other mutually in rotation.
Claims (1)
1. a V-arrangement pipe jacking tunnelling machine, pipe jacking tunnelling machine is divided into the work chamber of muddy water storehouse in front and back by dividing plate 2, V-arrangement shell 1 is fixed in the periphery of dividing plate, the back of the position, middle and lower part of dividing plate is fixed with motor 2, the front end of motor is fixed with transmission tube 3, transmission tube is through dividing plate, the front end of transmission tube is fixed with reducer 1, dividing plate left side central portion front end is fixed with vertical rod 27, the front end of vertical rod two is fixed with reducer 2 12, on the left of dividing plate, left part front end is fixed with vertical rod 45, the front end of vertical rod four is fixed with reducer 4 10, dividing plate right side central front end is fixed with vertical rod 38, the front end of vertical rod three is fixed with reducer 3 13, on the right side of dividing plate, right part front end is fixed with vertical rod 56, the front end of vertical rod five is fixed with reducer 5 11, reducer one, reducer two, reducer three, reducer four, the front end of reducer five is respectively equipped with a drilling rod 14, each drilling rod front end fixes a drill bit 15 respectively, a turning cylinder 16 is respectively equipped with between reducer one and reducer two, between reducer one and reducer three, between reducer two and reducer four, between reducer three and reducer five, the both sides of each turning cylinder are respectively equipped with a cursor 17, and each cursor is fixed on the turning cylinder at its place respectively by a fixed arm 19, it is characterized in that: be also provided with high pressure water-injection pump and slush pump in the work chamber of V-arrangement pipe jacking tunnelling machine, during work, high pressure water-injection pump distinguishes water filling by pipeline to each drill bit, motor drives reducer one to operate by the power transmission shaft in transmission tube, reducer one operates respectively by the rotating drive reducer two of the turning cylinder of its right and left, reducer three in operation process, the rotating drive reducer four of reducer two by a turning cylinder in operation process operates, and the rotating drive reducer five of reducer three by a turning cylinder in operation process operates, reducer one, reducer two, reducer three, reducer four, reducer five drive a bit of its front end in operation process respectively by its front end drilling rod, four turning cylinders drive cursor to rotate respectively by fixed arm in rotation, the hole of approximate V-arrangement that the soil cutting of its front portion and water are stirred into mud, become five round holes to combine thus by five drill bits in rotation, the limit of the hole of the approximate V-arrangement of five round hole combinations is cut into flat side by the cursor on four turning cylinders in rotation, mud is discharged outside push pipe by slush pump, pipe jacking tunnelling machine forms V-shape hole hole in propelling, thereafter, the pipeline of V-arrangement section forms the V-arrangement push pipe pipeline of long distance in a section follow-up.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201511014507.3A CN105422125A (en) | 2015-12-31 | 2015-12-31 | V-shaped pipe-jacking tunneling machine |
Applications Claiming Priority (1)
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CN201511014507.3A CN105422125A (en) | 2015-12-31 | 2015-12-31 | V-shaped pipe-jacking tunneling machine |
Publications (1)
Publication Number | Publication Date |
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CN105422125A true CN105422125A (en) | 2016-03-23 |
Family
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Family Applications (1)
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CN201511014507.3A Withdrawn CN105422125A (en) | 2015-12-31 | 2015-12-31 | V-shaped pipe-jacking tunneling machine |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000291385A (en) * | 1999-02-02 | 2000-10-17 | Nakaguro Kensetsu Kk | Excavator |
CN103321265A (en) * | 2013-07-21 | 2013-09-25 | 张永忠 | Arched tunnel excavating machine |
CN105003278A (en) * | 2015-08-09 | 2015-10-28 | 宋姝娴 | V-shaped tunnel excavator |
CN105003274A (en) * | 2015-08-09 | 2015-10-28 | 张永忠 | U-shaped tunnel excavator |
CN105019914A (en) * | 2015-08-09 | 2015-11-04 | 张璐 | Y-shaped tunnel excavator |
CN105065025A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Round-head T-shaped tunnel excavator |
CN105065021A (en) * | 2015-08-09 | 2015-11-18 | 刘玉秋 | Pi-shaped tunnel excavator |
-
2015
- 2015-12-31 CN CN201511014507.3A patent/CN105422125A/en not_active Withdrawn
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000291385A (en) * | 1999-02-02 | 2000-10-17 | Nakaguro Kensetsu Kk | Excavator |
CN103321265A (en) * | 2013-07-21 | 2013-09-25 | 张永忠 | Arched tunnel excavating machine |
CN105003278A (en) * | 2015-08-09 | 2015-10-28 | 宋姝娴 | V-shaped tunnel excavator |
CN105003274A (en) * | 2015-08-09 | 2015-10-28 | 张永忠 | U-shaped tunnel excavator |
CN105019914A (en) * | 2015-08-09 | 2015-11-04 | 张璐 | Y-shaped tunnel excavator |
CN105065025A (en) * | 2015-08-09 | 2015-11-18 | 宋姝娴 | Round-head T-shaped tunnel excavator |
CN105065021A (en) * | 2015-08-09 | 2015-11-18 | 刘玉秋 | Pi-shaped tunnel excavator |
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Application publication date: 20160323 |