CN206636567U - A kind of subway shield tunnel construction conveying system - Google Patents
A kind of subway shield tunnel construction conveying system Download PDFInfo
- Publication number
- CN206636567U CN206636567U CN201720312344.5U CN201720312344U CN206636567U CN 206636567 U CN206636567 U CN 206636567U CN 201720312344 U CN201720312344 U CN 201720312344U CN 206636567 U CN206636567 U CN 206636567U
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- CN
- China
- Prior art keywords
- vertical shaft
- mortar
- tunnel
- trolley
- conveyer
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- 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.)
- Expired - Fee Related
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- Lining And Supports For Tunnels (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model discloses a kind of subway shield tunnel construction conveying system, including vertical shaft, portal jib crane is provided with the well head of the vertical shaft；One end at the well head of the vertical shaft is provided with mortar processing equipment；The other end at the well head of the vertical shaft is provided with support frame；Dregs storage is fixed with support frame as described above；The lower end of the dregs storage is provided with hopper；The lower end of the vertical shaft is provided with parking lot；The parking lot is connected by ramp with support frame as described above；The side of the vertical shaft lower end is connected with tunnel；Plate rail is provided with the tunnel；The plate rail is connected with the parking lot；Battery truck, trolley, mortar injection car and Gilled tube transporting carriage are provided with the plate rail；The import of the mortar injection car is connected by delivery pipe with slurry storehouse；Horizontal stripes conveyer, inclined belt conveyer and conveying worm are provided with the tunnel.The beneficial effect of the utility model is dregs transportation efficiency high and can the progress mortar of convenient and efficient and the conveying of section of jurisdiction.
Description
Technical field
Subway shield tunnel construction technical field is the utility model is related to, more particularly to a kind of subway shield tunnel construction conveying system.
Background technology
Shield method is a comprehensive construction technology.Shield construction is to the effect that：First the one of tunnel section
Vertical shaft or foundation ditch are built in end, so that shield installation is in place.Shield is from the wall preformed hole place of vertical shaft or foundation ditch, in the earth formation
Along design axis, promoted to the design reserving hole of another vertical shaft or foundation ditch.Suffered formation resistance in shield driving, leads to
Cross shield structure jack and reach the assembled prefabricated lining cutting of shield afterbody.Shield, which is one, can support strata pressure, and and can is on stratum
The circular steel tube structure of middle propulsion, its diameter are slightly larger than the diameter of tunnel-liner, set before steel cylinder various types of
Support and the device for excavating the soil body, install the jack needed for jacking in the border of steel cylinder stage casing, and steel cylinder afterbody is that have necessarily
The housing in space, the tunnel-liner ring that ring of numbers can be disposed to be combined into shield tail.As soon as shield often promotes ring distance, in shield tail branch
The lower assembled lining papers of shield is built, and the pressure injection slurry into the space of the Lining Ring periphery behind shield tail in time, to prevent tunnel and ground
Face sinks, while constantly discharges soil from excavation face during shield driving.Needed in subway shield tunnel construction to shield machine
The dregs of output, the section of jurisdiction that the mortar and working face of cast use are required for being conveyed, and can thus use and arrive subway shield
Structure construction conveying system.
, it is low to there is dregs transportation efficiency in current subway shield tunnel construction conveying system, it is impossible to the carry out mortar of convenient and efficient
The problem of with the conveying of section of jurisdiction.
Utility model content
The utility model provides a kind of subway shield tunnel construction conveying system, can solve in the prior art, current subway
Shield-tunneling construction conveying system, it is low to there is dregs transportation efficiency, it is impossible to the problem of the conveying for carrying out mortar and section of jurisdiction of convenient and efficient.
The utility model provides a kind of subway shield tunnel construction conveying system, including vertical shaft, ramp, parking lot, support frame, slag
Soil storage, hopper, portal jib crane, mortar processing equipment, plate rail, tunnel, battery truck, trolley, mortar injection car, horizontal stripes are defeated
Machine, inclined belt conveyer, Gilled tube transporting carriage, conveying worm and shield machine are sent, gantry is provided with the well head of the vertical shaft
Crane；One end at the well head of the vertical shaft is provided with mortar processing equipment；The other end at the well head of the vertical shaft is provided with
Support frame；Dregs storage is fixed with support frame as described above；The lower end of the dregs storage is provided with hopper；Under the vertical shaft
End is provided with parking lot；The parking lot is connected by ramp with support frame as described above；The side of the vertical shaft lower end is connected with tunnel；Institute
State and plate rail is provided with tunnel；The plate rail is connected with the parking lot；Battery truck, trolley, mortar note are provided with the plate rail
Enter car and Gilled tube transporting carriage；The trolley is connected with the battery truck；The Gilled tube transporting carriage is connected with the trolley；The sand
The import of slurry injection car is connected by delivery pipe with the mortar processing equipment；The import of the mortar injection car passes through delivery pipe
It is connected with slurry storehouse；Horizontal stripes conveyer, inclined belt conveyer and conveying worm are provided with the tunnel；The tunnel
Inner face is provided with shield machine.
It is preferred that the quantity of the trolley is three, and join end to end.
It is preferred that the discharge end of the shield machine is connected with the charging aperture of the conveying worm.
It is preferred that the discharging opening of the conveying worm be stretched over the charging aperture of the inclined belt conveyer just on
End.
It is preferred that the discharging opening of the inclined belt conveyer be stretched over the charging aperture of the horizontal stripes conveyer just on
End.
It is preferred that the discharging opening of the horizontal stripes conveyer extends to the positive upper end of the charging aperture of the trolley.
In the utility model embodiment, there is provided a kind of subway shield tunnel construction conveying system, conveying worm is set by shield
The dregs of output is conveyed to inclined belt conveyer when machine works, and dregs is conveyed to horizontal stripes by inclined belt conveyer therein
Dregs is transported in trolley by conveyer, horizontal stripes conveyer therein, and the battery truck by setting afterwards will be loaded with dregs
Trolley is transported in parking lot, is then transported to by elevator machine travel trolley by ramp on support frame, and dregs is poured into slag
In soil storage, then it is directly discharged to convey in automobile by hopper and transports so that the conevying efficiency of dregs is high；Pass through setting
Moveable mortar injection car is arranged near working face, and mortar injection car therein is provided with high pressure pump for mortar transmission, can be by sand
Mortar in slurry processing equipment is transported to working face, can be in order to working face because mortar injection car is arranged at working face
Staff regulates and controls, and by setting portal jib crane section of jurisdiction easily can be transported into vertical shaft bottom, then passes through Gilled tube transporting carriage
Be transported to working face, and it is each be input into it is separate with output system so that can convenient and efficient carry out mortar and section of jurisdiction
Conveying.
Brief description of the drawings
Fig. 1 is a kind of subway shield tunnel construction conveying system structural representation provided by the utility model.
Description of reference numerals：1- vertical shafts；2- ramps；3- parking lots；4- support frames；5- dregs is stored；6- hoppers；7- gantry
Crane；8- mortar processing equipments；9- plate rails；10- tunnels；11- battery trucks；12- trolleys；13- mortars inject car；14- horizontal stripes
Conveyer；15- inclined belt conveyers；16- Gilled tube transporting carriages；17- conveying worms；18- shield machines.
Embodiment
Below in conjunction with the accompanying drawings, an embodiment of the present utility model is described in detail, it is to be understood that this
The protection domain of utility model is not limited by embodiment.
As shown in figure 1, the utility model embodiment provide a kind of subway shield tunnel construction conveying system, including vertical shaft 1, tiltedly
Rail 2, parking lot 3, support frame 4, dregs storage 5, hopper 6, portal jib crane 7, mortar processing equipment 8, plate rail 9, tunnel 10, storage battery
Car 11, trolley 12, mortar injection car 13, horizontal stripes conveyer 14, inclined belt conveyer 15, Gilled tube transporting carriage 16, spiral transferring
Machine 17 and shield machine 18 are sent, portal jib crane 7 is provided with the well head of the vertical shaft 1；One end at the well head of the vertical shaft 1 is set
There is mortar processing equipment 8；The other end at the well head of the vertical shaft 1 is provided with support frame 4；Slag is fixed with support frame as described above 4
Soil storage 5；The lower end of the dregs storage 5 is provided with hopper 6；The lower end of the vertical shaft 1 is provided with parking lot 3；The parking lot 3
It is connected by ramp 2 with support frame as described above 4；The side of the lower end of vertical shaft 1 is connected with tunnel 10；It is provided with the tunnel 10
Plate rail 9；The plate rail 9 is connected with the parking lot 3；Battery truck 11, trolley 12, mortar injection car 13 are provided with the plate rail 9
With Gilled tube transporting carriage 16；The trolley 12 is connected with the battery truck 11；The Gilled tube transporting carriage 16 is connected with the trolley 12；
The import of the mortar injection car 13 is connected by delivery pipe with the mortar processing equipment 8；The mortar injection car 13 enters
Mouth is connected by delivery pipe with slurry storehouse；Horizontal stripes conveyer 14, the and of inclined belt conveyer 15 are provided with the tunnel 10
Conveying worm 17；The inner face of tunnel 10 is provided with shield machine 18.The quantity of the trolley 12 is three, and head and the tail phase
Even.The discharge end of the shield machine 18 is connected with the charging aperture of the conveying worm 17.The discharging of the conveying worm 17
Mouth is stretched over the positive upper end of the charging aperture of the inclined belt conveyer 15.The discharging opening stretching, extension of the inclined belt conveyer 15
To the positive upper end of the charging aperture of the horizontal stripes conveyer 14.The discharging opening of the horizontal stripes conveyer 14 extends to the trolley
The positive upper end of 12 charging aperture.
Operation principle：The subway shield tunnel construction conveying system, output when setting conveying worm 17 works shield machine 18
Dregs be conveyed to inclined belt conveyer 15, dregs is conveyed to horizontal stripes conveyer by inclined belt conveyer 15 therein
14, dregs is transported in trolley 12 by horizontal stripes conveyer 14 therein, will be loaded with dregs by the battery truck 11 of setting afterwards
Trolley 12 be transported in parking lot 3, be then transported to by elevator machine travel trolley 12 by ramp 2 on support frame 4, and by slag
Soil is poured into dregs storage 5, then is directly discharged to convey in automobile by hopper 6 and is transported so that the conevying efficiency of dregs
It is high；It is arranged in by setting moveable mortar to inject car 13 near working face, mortar injection car 13 therein is provided with high pressure
Pump for mortar transmission, the mortar in mortar processing equipment 8 can be transported to working face, because mortar injection car 13 is arranged on working face
Place, it can regulate and control in order to the staff of working face, by setting portal jib crane 7 section of jurisdiction easily can be transported into vertical shaft 1
Bottom, working face is then transported to by Gilled tube transporting carriage 16, and it is each be input into it is separate with output system so that can be convenient
The efficient conveying for carrying out mortar and section of jurisdiction.
Disclosed above is only specific embodiment of the utility model, and still, the utility model embodiment is not limited to
This, the changes that any person skilled in the art can think of should all fall into the scope of protection of the utility model.
Claims (6)
- A kind of 1. subway shield tunnel construction conveying system, it is characterised in that：Including vertical shaft（1）, ramp（2）, parking lot（3）, support frame （4）, dregs storage（5）, hopper（6）, portal jib crane（7）, mortar processing equipment（8）, plate rail（9）, tunnel（10）, battery truck （11）, trolley（12）, mortar injection car（13）, horizontal stripes conveyer（14）, inclined belt conveyer（15）, Gilled tube transporting carriage （16）, conveying worm（17）And shield machine（18）, the vertical shaft（1）Well head at be provided with portal jib crane（7）；The vertical shaft （1）Well head at one end be provided with mortar processing equipment（8）；The vertical shaft（1）Well head at the other end be provided with support Frame（4）；Support frame as described above（4）On be fixed with dregs storage（5）；The dregs storage（5）Lower end be provided with hopper（6）； The vertical shaft（1）Lower end be provided with parking lot（3）；The parking lot（3）Pass through ramp（2）With support frame as described above（4）Connection；It is described Vertical shaft（1）The side of lower end is connected with tunnel（10）；The tunnel（10）Inside it is provided with plate rail（9）；The plate rail（9）With it is described Parking lot（3）Connection；The plate rail（9）On be provided with battery truck（11）, trolley（12）, mortar injection car（13）And Gilled tube transporting carriage （16）；The trolley（12）With the battery truck（11）Connection；The Gilled tube transporting carriage（16）With the trolley（12）Connection；Institute State mortar injection car（13）Import pass through delivery pipe and the mortar processing equipment（8）Connection；The mortar injects car（13） Import be connected by delivery pipe with slurry storehouse；The tunnel（10）Inside it is provided with horizontal stripes conveyer（14）, belt slope it is defeated Send machine（15）And conveying worm（17）；The tunnel（10）Inner face is provided with shield machine（18）.
- A kind of 2. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the trolley（12）Quantity For three, and join end to end.
- A kind of 3. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the shield machine（18）Go out Expect end and the conveying worm（17）Charging aperture connection.
- A kind of 4. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the conveying worm（17） Discharging opening be stretched over the inclined belt conveyer（15）Charging aperture positive upper end.
- A kind of 5. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the inclined belt conveyer （15）Discharging opening be stretched over the horizontal stripes conveyer（14）Charging aperture positive upper end.
- A kind of 6. subway shield tunnel construction conveying system as claimed in claim 1, it is characterised in that the horizontal stripes conveyer （14）Discharging opening extend to the trolley（12）Charging aperture positive upper end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720312344.5U CN206636567U (en) | 2017-03-28 | 2017-03-28 | A kind of subway shield tunnel construction conveying system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720312344.5U CN206636567U (en) | 2017-03-28 | 2017-03-28 | A kind of subway shield tunnel construction conveying system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206636567U true CN206636567U (en) | 2017-11-14 |
Family
ID=60259126
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720312344.5U Expired - Fee Related CN206636567U (en) | 2017-03-28 | 2017-03-28 | A kind of subway shield tunnel construction conveying system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206636567U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107762523A (en) * | 2017-12-06 | 2018-03-06 | 徐州迈斯特机械科技有限公司 | A kind of constructing tunnel shield structure |
| CN110145325A (en) * | 2019-06-04 | 2019-08-20 | 中铁十局集团城市轨道交通工程有限公司 | A kind of tunneling vertical shaft loading and unloading transportation system and its method |
| CN110316674A (en) * | 2019-07-05 | 2019-10-11 | 中隧隧盾国际建设工程有限公司 | A kind of shaft excavation indigenous equipment out |
| CN110328064A (en) * | 2019-06-23 | 2019-10-15 | 康明克斯(北京)环保技术有限公司 | A kind of the balancing earth-pressure shielding machine dregs separation equipment and method of simplicity |
| CN110566214A (en) * | 2019-09-25 | 2019-12-13 | 中国葛洲坝集团市政工程有限公司 | shield construction method for parallel operation of pipe piece hoisting and tunneling and unearthing |
| CN116201563A (en) * | 2023-04-27 | 2023-06-02 | 中建交通建设集团有限公司 | Rapid soil discharging and feeding method for lateral vertical shaft of transverse passage for shield construction |
-
2017
- 2017-03-28 CN CN201720312344.5U patent/CN206636567U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107762523A (en) * | 2017-12-06 | 2018-03-06 | 徐州迈斯特机械科技有限公司 | A kind of constructing tunnel shield structure |
| CN110145325A (en) * | 2019-06-04 | 2019-08-20 | 中铁十局集团城市轨道交通工程有限公司 | A kind of tunneling vertical shaft loading and unloading transportation system and its method |
| CN110145325B (en) * | 2019-06-04 | 2020-10-30 | 中铁十局集团城市轨道交通工程有限公司 | Feeding and discharging conveying system and method for underground excavation vertical shaft |
| CN110328064A (en) * | 2019-06-23 | 2019-10-15 | 康明克斯(北京)环保技术有限公司 | A kind of the balancing earth-pressure shielding machine dregs separation equipment and method of simplicity |
| CN110316674A (en) * | 2019-07-05 | 2019-10-11 | 中隧隧盾国际建设工程有限公司 | A kind of shaft excavation indigenous equipment out |
| CN110566214A (en) * | 2019-09-25 | 2019-12-13 | 中国葛洲坝集团市政工程有限公司 | shield construction method for parallel operation of pipe piece hoisting and tunneling and unearthing |
| CN116201563A (en) * | 2023-04-27 | 2023-06-02 | 中建交通建设集团有限公司 | Rapid soil discharging and feeding method for lateral vertical shaft of transverse passage for shield construction |
| CN116201563B (en) * | 2023-04-27 | 2023-07-25 | 中建交通建设集团有限公司 | Rapid soil discharging and feeding method for lateral vertical shaft of transverse passage for shield construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171114 Termination date: 20190328 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |