CN105507914A - Tunneling machine for pi-shaped tunnels - Google Patents
Tunneling machine for pi-shaped tunnels Download PDFInfo
- Publication number
- CN105507914A CN105507914A CN201511012082.2A CN201511012082A CN105507914A CN 105507914 A CN105507914 A CN 105507914A CN 201511012082 A CN201511012082 A CN 201511012082A CN 105507914 A CN105507914 A CN 105507914A
- Authority
- CN
- China
- Prior art keywords
- reducer
- fixed
- rear end
- vertical rod
- dividing plate
- 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.)
- Withdrawn
Links
- 230000005641 tunneling Effects 0.000 title abstract description 4
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 129
- 238000005553 drilling Methods 0.000 claims description 9
- 230000005540 biological transmission Effects 0.000 claims description 8
- 230000008676 import Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 239000002689 soil Substances 0.000 abstract 4
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention discloses a tunneling machine for pi-shaped tunnels. A first speed reducer, a second speed reducer, a third speed reducer, a fourth speed reducer, a fifth speed reducer, a six speed reducer and a seventh speed reducer drive seven drill bits to rotate through drill rods at rear ends of the seven speed reducers respectively, and the seven drill bits rotate to cut soil at the rear ends of the drill bits. Six rotating shafts rotate to drive two connection arms on each rotating shaft, then rotating arms are driven to rotate around the rotating shafts, the rotating arms rotate to cut soil in parts, with diameters smaller than those of the drill bits, between each two drill bits, and the cut soil is conveyed into a conveying device which conveys the soil outside the tunnels. The tunneling machine for the pi-shaped tunnels propels to form the pi-shaped tunnels.
Description
Technical field
The present invention relates to a kind of tunnel excavator, the π shape tunnel excavator particularly used in a kind of construction of tunnel.
Background technology
At present, the excavation of the π shape tunnel cross-section applied in tunnel boring works cuts repeatedly to excavate by one or more bit to form.
Summary of the invention
The present invention compensate for above shortcoming, provides the π shape tunnel excavator that a kind of tunneling boring once excavates.
The present invention is achieved through the following technical solutions:
A kind of π shape tunnel excavator, tunnel excavator is divided into the muddy water storehouse of back and work chamber in front by dividing plate, and π shape shell is fixed in the periphery of dividing plate, and the middle front end of dividing plate is fixed with motor, motor rear end is fixed with transmission tube, and the rear end of transmission tube is fixed with reducer one; In the middle of the left part of dividing plate, rear end is fixed with vertical rod two, the rear end of vertical rod two is fixed with reducer two, in the middle of the right part of dividing plate, rear end is fixed with vertical rod three, the rear end of vertical rod three is fixed with reducer three, the left end rear portion of dividing plate is fixed with vertical rod four, the rear end of vertical rod four is fixed with reducer four, the right-hand member rear portion of dividing plate is fixed with vertical rod five, the rear end of vertical rod five is fixed with reducer five, the upper left quarter rear end of dividing plate is fixed with vertical rod six, the rear end of vertical rod six is fixed with reducer six, and the upper right quarter rear end of dividing plate is fixed with vertical rod seven, and the rear end of vertical rod seven is fixed with reducer seven; The rear end of reducer one, reducer two, reducer three, reducer four, reducer five, reducer six, reducer seven is respectively equipped with a drilling rod, and the rear end of each drilling rod is respectively equipped with a drill bit; 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, between reducer two and reducer six, between reducer three and reducer seven, a linking arm is fixed on the middle both sides of each turning cylinder respectively, and the outer end of each linking arm fixes a cursor respectively.
The present invention has following feature:
The earth of its rear end cuts by the present invention's seven drill bits in rotation; The part earth being less than bit diameter between every two drill bits cuts by cursor in rotation process, and the earth of cutting imports in conveying device, is transported to outside tunnel by conveying device; π shape tunnel excavator forms π shape tunnel in progradation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is upward 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 in tunnel.
In figure: 1, π shape shell, 2 dividing plates, 3, reducer one, 4, reducer two, 5, reducer three, 6, reducer four, 7, reducer five, 8, turning cylinder, 9, cursor, 10, transmission tube, 11, motor, 12, drilling rod, 13, drill bit, 14, vertical rod six, 15, vertical rod seven, 16, power transmission shaft, 17, vertical rod two, 18, vertical rod three, 19, vertical rod four, 20, vertical rod five, 21, linking arm, 22, reducer six, 23, reducer seven.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, tunnel excavator is divided into the muddy water storehouse of back and work chamber in front by this embodiment dividing plate 2, π shape shell 1 is fixed in the periphery of dividing plate, the middle front end of dividing plate is fixed with motor 11, motor rear end is fixed with transmission tube 10, and the rear end of transmission tube is fixed with reducer 1, in the middle of the left part of dividing plate, rear end is fixed with vertical rod 2 17, the rear end of vertical rod two is fixed with reducer 24, in the middle of the right part of dividing plate, rear end is fixed with vertical rod 3 18, the rear end of vertical rod three is fixed with reducer 35, the left end rear portion of dividing plate is fixed with vertical rod 4 19, the rear end of vertical rod four is fixed with reducer 46, the right-hand member rear portion of dividing plate is fixed with vertical rod 5 20, the rear end of vertical rod five is fixed with reducer 57, the upper left quarter rear end of dividing plate is fixed with vertical rod 6 14, the rear end of vertical rod six is fixed with reducer 6 22, the upper right quarter rear end of dividing plate is fixed with vertical rod 7 15, the rear end of vertical rod seven is fixed with reducer 7 23, the rear end of reducer one, reducer two, reducer three, reducer four, reducer five, reducer six, reducer seven is respectively equipped with a drilling rod 12, and the rear end of each drilling rod is respectively equipped with a drill bit 13, a turning cylinder 8 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, between reducer two and reducer six, between reducer three and reducer seven, a linking arm 21 is fixed on the middle both sides of each turning cylinder respectively, and the outer end of each linking arm fixes a cursor 9 respectively.
Cursor on left and right, upper three turning cylinders of reducer two differs certain angle in rotation, is independent of each other mutually in rotation.
Cursor on left and right, upper three turning cylinders of reducer three differs certain angle in rotation, is independent of each other mutually in rotation.
When the present invention works, motor drives reducer one to operate, the on-stream rotation by two turning cylinders in left and right of reducer one drives reducer two and reducer three running respectively, reducer two is on-stream drives reducer four and reducer six running respectively by rotation that is left, upper two turning cylinders, and reducer three is on-stream drives reducer five and reducer seven running respectively by rotation that is right, upper two turning cylinders; Reducer one, reducer two, reducer three, reducer four, reducer five, reducer six, reducer seven drive drill bit rotational respectively by the drilling rod of its rear end, and the earth of its rear end cuts by seven drill bits in rotation; Six turning cylinders drive on each turning cylinder two linking arms to drive the cursors moving axis that rotates to rotate respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts by cursor in rotation process, the earth cut imports in conveying device, is transported to outside tunnel by conveying device; π shape tunnel excavator forms π shape tunnel in progradation.
Claims (1)
1. a π shape tunnel excavator, tunnel excavator is divided into the muddy water storehouse of back and work chamber in front by dividing plate 2, and π shape shell 1 is fixed in the periphery of dividing plate, and the middle front end of dividing plate is fixed with motor 11, motor rear end is fixed with transmission tube 10, and the rear end of transmission tube is fixed with reducer 1, in the middle of the left part of dividing plate, rear end is fixed with vertical rod 2 17, the rear end of vertical rod two is fixed with reducer 24, in the middle of the right part of dividing plate, rear end is fixed with vertical rod 3 18, the rear end of vertical rod three is fixed with reducer 35, the left end rear portion of dividing plate is fixed with vertical rod 4 19, the rear end of vertical rod four is fixed with reducer 46, the right-hand member rear portion of dividing plate is fixed with vertical rod 5 20, the rear end of vertical rod five is fixed with reducer 57, the upper left quarter rear end of dividing plate is fixed with vertical rod 6 14, the rear end of vertical rod six is fixed with reducer 6 22, the upper right quarter rear end of dividing plate is fixed with vertical rod 7 15, the rear end of vertical rod seven is fixed with reducer 7 23, the rear end of reducer one, reducer two, reducer three, reducer four, reducer five, reducer six, reducer seven is respectively equipped with a drilling rod 12, and the rear end of each drilling rod is respectively equipped with a drill bit 13, a turning cylinder 8 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, between reducer two and reducer six, between reducer three and reducer seven, a linking arm 21 is fixed on the middle both sides of each turning cylinder respectively, and the outer end of each linking arm fixes a cursor 9 respectively, it is characterized in that: during tunnel excavator work, motor drives reducer one to operate, the on-stream rotation by two turning cylinders in left and right of reducer one drives reducer two and reducer three running respectively, reducer two is on-stream drives reducer four and reducer six running respectively by rotation that is left, upper two turning cylinders, and reducer three is on-stream drives reducer five and reducer seven running respectively by rotation that is right, upper two turning cylinders, reducer one, reducer two, reducer three, reducer four, reducer five, reducer six, reducer seven drive drill bit rotational respectively by the drilling rod of its rear end, and the earth of its rear end cuts by seven drill bits in rotation, six turning cylinders drive on each turning cylinder two linking arms to drive the cursors moving axis that rotates to rotate respectively in rotation, the part earth being less than bit diameter between every two drill bits cuts by cursor in rotation process, the earth cut imports in conveying device, is transported to outside tunnel by conveying device, π shape tunnel excavator forms π shape tunnel in progradation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201511012082.2A CN105507914A (en) | 2015-12-31 | 2015-12-31 | Tunneling machine for pi-shaped tunnels |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201511012082.2A CN105507914A (en) | 2015-12-31 | 2015-12-31 | Tunneling machine for pi-shaped tunnels |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105507914A true CN105507914A (en) | 2016-04-20 |
Family
ID=55716177
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201511012082.2A Withdrawn CN105507914A (en) | 2015-12-31 | 2015-12-31 | Tunneling machine for pi-shaped tunnels |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105507914A (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000337088A (en) * | 1999-05-26 | 2000-12-05 | Konoike Constr Ltd | Method and device for boring and lining tunnel |
CN101086208A (en) * | 2007-07-13 | 2007-12-12 | 大连理工大学 | All-section rock tunneling machine cutter layout design optimization method |
CN101200995A (en) * | 2007-09-05 | 2008-06-18 | 梦先驱 | Underground plumb orienting drill |
CN202788848U (en) * | 2012-08-22 | 2013-03-13 | 中传重型装备有限公司 | Tunneling, anchoring and protection integrated machine |
CN105065021A (en) * | 2015-08-09 | 2015-11-18 | 刘玉秋 | Pi-shaped tunnel excavator |
-
2015
- 2015-12-31 CN CN201511012082.2A patent/CN105507914A/en not_active Withdrawn
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000337088A (en) * | 1999-05-26 | 2000-12-05 | Konoike Constr Ltd | Method and device for boring and lining tunnel |
CN101086208A (en) * | 2007-07-13 | 2007-12-12 | 大连理工大学 | All-section rock tunneling machine cutter layout design optimization method |
CN101200995A (en) * | 2007-09-05 | 2008-06-18 | 梦先驱 | Underground plumb orienting drill |
CN202788848U (en) * | 2012-08-22 | 2013-03-13 | 中传重型装备有限公司 | Tunneling, anchoring and protection integrated machine |
CN105065021A (en) * | 2015-08-09 | 2015-11-18 | 刘玉秋 | Pi-shaped tunnel excavator |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105065021A (en) | Pi-shaped tunnel excavator | |
CN105134241A (en) | Fillet triangle tunnel excavator | |
CN105507914A (en) | Tunneling machine for pi-shaped tunnels | |
CN105863662B (en) | A kind of no-dig technique rock tunnel(ling) machine of rock tunnel(ling) machine driving method and application this method | |
CN204941554U (en) | A kind of for Double-cutter structure inside and outside underground pipeline excavating gear | |
CN105464680A (en) | H-shaped tunnel excavator | |
CN105422115A (en) | Pi-shaped jacking pipe heading machine | |
CN105626093A (en) | Round-corner trapezoidal tunnel excavator | |
CN105134240A (en) | Fillet triangle pipe jacking equipment | |
CN105604565A (en) | V-shaped tunnel excavator | |
CN207453973U (en) | A kind of tunnel boring machine drilling pipe driving device | |
CN105545320A (en) | Rectangular combined tunnel excavator | |
CN105421444A (en) | Pointed V pile drilling-stirring machine | |
CN105422125A (en) | V-shaped pipe-jacking tunneling machine | |
CN105507919A (en) | Tunneling machine for rounded hexagonal tunnel | |
CN105604573A (en) | Waist-shaped tunnel excavation machine | |
CN105422116A (en) | Excavator for U-shaped tunnels | |
CN105673032A (en) | Rounded-corner trapezoid jacking pipe tunneling machine | |
CN105422117A (en) | Rounded-corner triangular tunnel excavator | |
CN105507918A (en) | Tunneling machine for square tunnel | |
CN105545319A (en) | Excavator for square tunnel with round corners | |
CN204754924U (en) | Counter -rotating cuts cutterhead | |
CN105604574A (en) | Rounded corner square jacking-pipe tunneling machine | |
CN105507920A (en) | Crossed tunnel excavator | |
CN105507921A (en) | L-shaped tunnel excavator |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160420 |
|
WW01 | Invention patent application withdrawn after publication |