CN205154178U - Small cross section long tunnel conveyor system - Google Patents
Small cross section long tunnel conveyor system Download PDFInfo
- Publication number
- CN205154178U CN205154178U CN201520852132.7U CN201520852132U CN205154178U CN 205154178 U CN205154178 U CN 205154178U CN 201520852132 U CN201520852132 U CN 201520852132U CN 205154178 U CN205154178 U CN 205154178U
- Authority
- CN
- China
- Prior art keywords
- track
- hole
- quarrel
- tunnel
- district
- 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.)
- Expired - Fee Related
Links
- 239000002893 slag Substances 0.000 claims abstract description 8
- 241001669679 Eleotris Species 0.000 claims description 24
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 230000003137 locomotive effect Effects 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 239000000463 material Substances 0.000 claims description 10
- 238000012423 maintenance Methods 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 25
- 239000002689 soil Substances 0.000 abstract description 4
- 208000019300 CLIPPERS Diseases 0.000 abstract 1
- 208000021930 chronic lymphocytic inflammation with pontine perivascular enhancement responsive to steroids Diseases 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 239000011435 rock Substances 0.000 description 6
- 239000004744 fabric Substances 0.000 description 3
- 230000008676 import Effects 0.000 description 3
- 239000010985 leather Substances 0.000 description 3
- 230000005641 tunneling Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 101100008050 Caenorhabditis elegans cut-6 gene Proteins 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005465 channeling Effects 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Landscapes
- Machines For Laying And Maintaining Railways (AREA)
Abstract
The utility model relates to a small cross section long tunnel conveyor system, including transporting the circuit in traction, the capable transport vechicle of rail, the hole outside transportation circuit and the hole, in the hole transportation circuit be the monorail transport circuit and be provided with a plurality of meeting lanes on the track of monorail transport circuit, can can set up in supply line orbital same one side in way in the lane for simple turnout in the lane, transport outside the hole circuit include with the hole in transportation circuit intercommunication the tune district and with turn around the slag area that unloads of district intercommunication and foresee emergent district and charge and examine and repair district and parking zone on, tune district is including at least two paths and stretch out the partial track in the entrance to a cave through transportation circuit in switch and the hole and be linked together, unload the slag area and unload the cause of a quarrel path including unloading cause of a quarrel platform and at least two, unload the cause of a quarrel path and pass through switch and track and tune district intercommunication. The utility model discloses a cause of a quarrel soil clipper transport that produces in the construction in the tunnel goes out the tunnel provides the basis.
Description
Technical field
The utility model relates to tunnel construction technical field, particularly relates to a kind of light section super long tunnel transportation system.
Background technology
In railway, highway extra-long tunnel engineering construction, the secure tunnel parallel with main tunnel plays auxiliary construction channeling in main tunnel construction process, as main tunnel overhaul, emergency evacuation passage during operation after main tunnel builds up.Secure tunnel preliminary bracing profiled headroom size: width is at about 5m, and height is at about 5.5m, and earthwork is 28m
3left and right, because clearance breadth is smaller in secure tunnel preliminary bracing, cannot meet on elevating conveyor and be cut and meeting vehicle-width demand in dump truck hole, secure tunnel only head driving size is deep in addition, after reaching certain depth, ventilate in hole difficult, and in order to meet the construction period, the requirements such as progress indicator, vital effect is played by transportation system in secure tunnel construction, in order to ensure construction speed, meet construction period and reduce hole environment pollution, the quarrel soil produced in secure tunnel only head tunneling construction needs a kind of scientific and reasonable, the unimpeded transportation system of environmental protection carries out muck removal transport, thus ensure secure tunnel construction speed and duration demand can be met.
Summary of the invention
In order to better solve problem existing in above-mentioned prior art, the utility model provides a kind of light section super long tunnel transportation system.
In order to realize foregoing invention object, the technical solution of the utility model is: a kind of light section super long tunnel transportation system, wherein, comprise traction locomotive, the capable transport vehicle of rail, transportation route outside transportation route and hole in hole, in described hole, transportation route is monorail transit circuit and on the track of described monorail transit circuit, is provided with multiple meeting track, described meeting track is simple turnout meeting track and is arranged on the same side of transportation route track, outside described hole, transportation route comprises the swinging room be communicated with transportation route in hole, and to be communicated with described swinging room unload slag area, material loading and emergent district and charge maintenance district and parking area, described swinging room comprises at least two paths and stretches out hole fractional orbital by track switch and transportation route in hole and is connected, described unload slag area comprise unload quarrel platform and at least two unload quarrel path, the described quarrel path that unloads is communicated with swinging room with track by track switch, described material loading district of meeting an urgent need comprises feeding platform and a material loading path be connected with swinging room, the path that described charging maintenance district and parking area comprise charging house and be communicated with turning basin.
The first width in described multiple meeting track can be arranged on distance, 100 meters, tunnel face in track, arranges a meeting track afterwards every 400 meters.The tunnel side wall of described meeting track side digs 40cm.The described meeting long 42m in track.
Described traction locomotive and the capable transport vehicle quantity of rail are equal to, and described traction locomotive is electric locomotive, rail capable transport parking stall rail traction shuttle car.
Described track comprises rail and sleeper, described rail is 43kg/m rail, and sleeper comprises sleeper and is arranged on the steel sleeper at track switch and bend place, and described sleeper adopts 15cm × 15cm × 150cm lumps of wood, described steel sleeper is the steel sleeper that 140B channel-section steel is made, and steel sleeper length is 150cm, gauge is 60cm.
Beneficial effect
1. the utility model light section super long tunnel transportation system is reasonable in design, provides the foundation for the quarrel soil fast transportation produced in construction in tunnel goes out tunnel.Light section super long tunnel transportation system of the present invention to be divided in hole transportation route outside transportation route and hole, in hole, transportation route is monorail transit circuit and on the track of described monorail transit circuit, is provided with multiple meeting track, this makes can sail out of fast after fortune quarrel car dress quarrel in hole to appear, unloaded transport vehicle can be supplemented to rapidly and dig installation below dress quarrel, solve the meeting vehicle-width needs of problems of secure tunnel because existing under section, the function division of transportation route outside hole, what ensure that transport vehicle unloads quarrel and working service fast, the quarrel soil fast transportation produced for constructing in tunnel provides the foundation.
2. the utility model light section super long tunnel transportation system make muck removal travelling speed fast, ensure construction speed, shorten project duration.Light section super long tunnel transportation system of the present invention makes the capable transport trainset of rail to be distributed on transportation route by Rational Arrangement, the setting in scientific and reasonable mucking machine and empty wagons meeting track solves because of light section super long tunnel well because section is little, secure tunnel insied width can not meet problem loader being cut and understanding in dump truck hole vehicle-width demand, and the vehicle making dress be cut can not because of the meeting delay time at stop, simultaneously etc. the empty wagons of quarrel to be installed can be supplemented to rapidly and dig installation below dress quarrel and also can not stop over the dress quarrel time because of meeting, thus the muck removal work that can complete fast in constructing tunnel, rapid construction driving can be realized, thus accelerate secure tunnel in-cavity construction speed, ensure that construction speed, possibility is provided for shortening whole project duration.
Accompanying drawing explanation
Fig. 1 is that in the utility model embodiment, in hole, transportation route arranges schematic diagram;
Fig. 2 is that in the utility model embodiment, in hole, transportation route can single track layout schematic diagram;
Fig. 3 is that in the utility model embodiment, in hole, transportation route understands track place tunnel cross section structural representation;
Fig. 4 is that in the utility model embodiment, outside hole, transportation route arranges schematic diagram;
Fig. 5 is muck removal vehicle scheduling schematic diagram one in the utility model embodiment;
Fig. 6 is muck removal vehicle scheduling schematic diagram two in the utility model embodiment;
Fig. 7 is muck removal vehicle scheduling schematic diagram three in the utility model embodiment.
In figure: hole 1, dig transportation route track 5 in abutment wall 2, face 3, transport vehicle 4, hole, can track 6, tune path 7, unload quarrel platform 8, unload quarrel path 9, feeding platform 10, material loading path 11, charging house 12, parking path 13.
Detailed description of the invention
In order to ensure the excacation completing light section super long tunnel within the duration, the applicant employs light section super long tunnel transportation system of the present invention and transportation resources in the Uzbekistan peace leather company ~ Pa cloth railway Ku La meter single line electrified railway tunnels engineering construction undertaken the construction of.Uzbekistan peace leather company ~ Pa cloth railway Ku La meter single line electrified railway tunnels project profile: main tunnel total length is 19.2km, and the auxiliary construction channel security tunnel total length be arranged in parallel on the left of main tunnel is 19.27km; Secure tunnel only head tunneling construction task is 3200m, wherein III grade of country rock proportion, 86%, IV grade of country rock proportion, 11%, V grade of country rock proportion 3%; The minimum preliminary bracing profiled of secure tunnel III grade of country rock headroom size: wide 5.06m, high 5.34m, excavation end face side amount 27.4m
3.Long for secure tunnel circuit in this project, only head tunnelling footage is dark, preliminary bracing profiled size is little, ventilate in hole difficult, and time limit for contract is short, the factors such as progress indicator is high, the transport effect in secure tunnel only head tunneling construction directly affects construction safety and the even whole programming of progress of secure tunnel.Below, transportation system in just using light section speciality secure tunnel of the present invention to construct for applicant in the engineering construction of Uzbekistan peace leather company ~ Pa cloth railway Ku La meter single line electrified railway tunnels and transportation resources, be described in further detail by reference to the accompanying drawings, to the present invention.
This engineering safety constructing tunnel equipment: adopt ITC312 to dig installation dress quarrel, ability to work is 300 tons/hour; Adopt JXK-20 electric locomotive (20T) traction; Effectively dress quarrel is adopted to be 20m
3sK-25 rail storage battery shuttle car (25m
3) transport quarrel as transport vehicle 4, secure tunnel III grade of country rock excavated section side amount is 24.3m3, and by every cyclic design drilling depth 3.0m, a circulation muck removal amount is V=24.3m3 × 3.0m × 1.6(pine quarrel coefficient)=131.5m
3, TC312 digs installation, and ability to work per hour is actual is about 200m
3, install 131.5m
3time needed for quarrel is 39.5 minutes, so use 25m
3rail storage battery shuttle car (effectively dress quarrel 20m
3) 7 cars need be equipped with just can pull and abandon quarrel.
See Fig. 1-Fig. 4, a kind of light section super long tunnel transportation system, comprises 7 JXK-20 locomotive haulage locomotives, 7 effective dress quarrels is 20m
3sK-25 rail storage battery shuttle car (25m
3) 4, transportation route outside transportation route and hole in hole, in described hole transportation route be monorail transit circuit and track 5 on described monorail transit circuit is provided with multiple can track 6, described meeting track 6 is understood track for simple turnout and is arranged on the same side of transportation route track 5, outside described hole, transportation route comprises the swinging room be communicated with transportation route in hole, and to be communicated with described swinging room unload slag area, material loading and emergent district and charge maintenance district and parking area, described swinging room comprises at least two tune paths 7 and stretches out hole fractional orbital 5 by track switch and transportation route in hole and is connected, described unload slag area comprise unload quarrel platform 8 and at least two unload be cut path 9, the described quarrel path 11 that unloads is communicated with swinging room with track by track switch, described material loading district of meeting an urgent need comprises feeding platform 10 and a material loading path 11 be connected with swinging room, the parking path 13 that described charging maintenance district and parking area comprise charging house 12 and be communicated with turning basin.
The first width in described hole in multiple meeting track 6 can be arranged on distance, 100 meters, tunnel face in track, arranges a meeting track afterwards every 400 meters.
The abutment wall 2 of described meeting track side digs 40cm.
The described meeting long 42m in track 6, required tunnel is wide is 546cm.
Described track comprises rail and sleeper, described rail is 43kg/m rail, and sleeper comprises sleeper and is arranged on the steel sleeper at track switch and bend place, and described sleeper adopts 15cm × 15cm × 150cm lumps of wood, described steel sleeper is the steel sleeper that 140B channel-section steel is made, and steel sleeper length is 150cm, gauge is 60cm.
See Fig. 5-Fig. 7, the using method of above-mentioned light section super long tunnel transportation system is as follows:
1), before muck removal, 7 effectively fill quarrel for 20m
3sK-25 rail storage battery shuttle car composition transport trainset enter in Tunnel, first row shuttle car 4 wherein in transport trainset rests in face 3 and digs installation below, secondary series shuttle car 4 to rest on first meeting track near face 6,3rd row shuttle car 4 rests on face second meeting track 6, the like, until the shuttle car 4 in transport trainset is all stopped;
2) first row shuttle car 4 fill quarrel the complete face that sails out of dig installation, and by the secondary series shuttle car 4 resting in forefront be supplemented to dig installation below dress quarrel, the like, until muck removal terminates;
3) after traction locomotive traction shuttle car 4 loaded vehicle is appeared, rest in swinging room, the decoupling device pushing tow shuttle car 4 that turns around unloads quarrel to unloading quarrel platform 8;
4) traction locomotive draws unload the shuttle car after quarrel 4 to swinging room, rests on the tune path 7 of swinging room, and decoupling device turns around pushing tow shuttle car to quarrels to be installed such as Tunnel inner orbit routes 5;
5) step 1) to 4 is repeated), until muck removal terminates.
The described quantity often circulated into the capable transport vehicle of rail in the capable transport trainset of hole rail effectively fills quarrel amount by a circulation muck removal amount and the capable transport vehicle of rail and determines.
Single time quarrel car flow chart Time Calculation
Use above-mentioned transportation system and transportation resources list to plow quarrel car flow chart and required time is: dress quarrel 1. → draw row muck removal to be transported to 2. in the hole outside → to change planes head 3. → carry out unloading quarrel 4. → change planes head 5. → carry out empty wagons to be back to face dress and to be cut 6.
Fill the quarrel time 1.:
25m
3shuttle ore deposit (effectively dress quarrel 20m
3)
T①=20/200*60=6min。
Row muck removal is drawn to be transported to outside hole the time 2.:
Heavy loading locomotive hauling speed 8km/h; Maximum haul distance 3.2km in secure tunnel import hole, haul distance 0.1km outside hole, total maximum haul distance 3.3km.
T②max=s/v=3.3/8=0.41h=25min。
Change planes head 3., change planes head 5.:
T③=T⑤=6min
4. implementation unloads quarrel:
T④=6min
Carry out empty wagons and be back to face dress quarrel 6.:
Unloaded locomotive traction speed 16km/h; Maximum haul distance 3.2km in secure tunnel import hole, haul distance 0.1km outside hole, total maximum haul distance 3.3km.
T⑥max=s/v=3.3/16=0.21h=12min。
In running, lane change and time of cars meeting are 7.:
T⑦=5min
Single time quarrel car flow chart circulation timei:
Tmax=T①+T②max+T③+T④+T⑤+T⑥max+T⑦=66min
Secure tunnel import goes into operation on September 10th, 2013, on March 26th, 2015 smoothly and 1# inclined shaft secure tunnel importer to through, always 562 days consuming time, complete tunnel piercing 3320m, day comprehensive average advance index 6.0m/ days, wherein III grade of per day progress indicator of country rock reaches 9m/ days, and the highest monthly driving progress is 325 meters, the highest daily progress 13.6 meters.
This example sufficient proof the utility model can well solve light section super long tunnel because of section little, in-cavity construction tissue difficulty; Tunnel is long, and face ventilation difficulty is large waits difficulty, can realize rapid construction driving, shorten project duration, especially concerning this working design EPC Project, meet structure function, the duration, prerequisite under, embodied huge economic benefit.
Claims (6)
1. a light section super long tunnel transportation system, it is characterized in that: comprise traction locomotive, the capable transport vehicle of rail, transportation route outside transportation route and hole in hole, in described hole, transportation route is monorail transit circuit and on the track of described monorail transit circuit, is provided with multiple meeting track, described meeting track is simple turnout meeting track and is arranged on the same side of transportation route track, outside described hole, transportation route comprises the swinging room be communicated with transportation route in hole, and to be communicated with described swinging room unload slag area, material loading and emergent district and charge maintenance district and parking area, described swinging room comprises at least two paths and stretches out hole fractional orbital by track switch and transportation route in hole and is connected, described unload slag area comprise unload quarrel platform and at least two unload quarrel path, the described quarrel path that unloads is communicated with swinging room with track by track switch, described material loading district of meeting an urgent need comprises feeding platform and a material loading path be connected with swinging room, the path that described charging maintenance district and parking area comprise charging house and be communicated with turning basin.
2. light section super long tunnel transportation system as claimed in claim 1, is characterized in that: the first width in described multiple meeting track can be arranged on distance, 100 meters, tunnel face in track, arranges a meeting track afterwards every 400 meters.
3. light section super long tunnel transportation system as claimed in claim 1, is characterized in that: the tunnel side wall of described meeting track side digs 40cm.
4. light section super long tunnel transportation system as claimed in claim 1, is characterized in that: the described meeting long 42m in track.
5. light section super long tunnel transportation system as claimed in claim 1, is characterized in that: described traction locomotive and the capable transport vehicle quantity of rail are equal to, and described traction locomotive is electric locomotive, rail capable transport parking stall rail traction shuttle car.
6. light section super long tunnel transportation system as claimed in claim 1, it is characterized in that: described track comprises rail and sleeper, described rail is 43kg/m rail, sleeper comprises sleeper and is arranged on the steel sleeper at track switch and bend place, described sleeper adopts 15cm × 15cm × 150cm lumps of wood, described steel sleeper is the steel sleeper that 140B channel-section steel is made, and steel sleeper length is 150cm, gauge is 60cm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520852132.7U CN205154178U (en) | 2015-10-30 | 2015-10-30 | Small cross section long tunnel conveyor system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520852132.7U CN205154178U (en) | 2015-10-30 | 2015-10-30 | Small cross section long tunnel conveyor system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205154178U true CN205154178U (en) | 2016-04-13 |
Family
ID=55689886
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520852132.7U Expired - Fee Related CN205154178U (en) | 2015-10-30 | 2015-10-30 | Small cross section long tunnel conveyor system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205154178U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105221162A (en) * | 2015-10-30 | 2016-01-06 | 中铁隧道集团有限公司 | Light section super long tunnel transportation system and transportation resources |
CN110453543A (en) * | 2019-08-19 | 2019-11-15 | 中铁隧道局集团有限公司 | Track transportation rail system in " a hole two-shipper " TBM tunneling construction hole |
-
2015
- 2015-10-30 CN CN201520852132.7U patent/CN205154178U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105221162A (en) * | 2015-10-30 | 2016-01-06 | 中铁隧道集团有限公司 | Light section super long tunnel transportation system and transportation resources |
CN105221162B (en) * | 2015-10-30 | 2018-10-02 | 中铁隧道集团有限公司 | Light section super long tunnel transportation system and transportation resources |
CN110453543A (en) * | 2019-08-19 | 2019-11-15 | 中铁隧道局集团有限公司 | Track transportation rail system in " a hole two-shipper " TBM tunneling construction hole |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105221162B (en) | Light section super long tunnel transportation system and transportation resources | |
AU2014202712B2 (en) | Ore removal production line, twin ramps and ground support installation method | |
CN106761808A (en) | A kind of track traffic bored tunnel electric railcar transports corollary system | |
US20160186566A1 (en) | Apparatus, system and method for material extraction in underground hard rock mining | |
CN205154178U (en) | Small cross section long tunnel conveyor system | |
CN111980709B (en) | Continuous mining method for high-inclination-angle thick coal seam slope coal | |
CN201934131U (en) | Horizontal transportation system for shield tunnel | |
CN110453543A (en) | Track transportation rail system in " a hole two-shipper " TBM tunneling construction hole | |
CN101881178A (en) | Quick transportation method in medium-diameter and long-distance tunnel shield construction | |
CN108899807A (en) | Subway long steep grade entrance electromechanics construction method of installation | |
CN102979532A (en) | Development method of transportation through auxiliary slope ramp matched with rubber belt inclined shaft | |
CN206409240U (en) | A kind of track traffic bored tunnel electric railcar transports corollary system | |
CN100447029C (en) | Underground ore transport train maintenance method | |
CN103043077B (en) | Quick shunting system for tunneling slag discharge mining cars in underground roadway of mine | |
CN107218077B (en) | Rock gangway multimode combines cash technique out | |
CN205638467U (en) | Be applied to two shield tunnel boring machine's play cause of a quarrel conveyor | |
CN220246584U (en) | Subway sleeper off-line void maintenance facility | |
CN109606097A (en) | The mining pneumatic dumper of crawler type | |
CN220563144U (en) | TBM dismantles transition conveyer | |
CN218816419U (en) | Big slope small cross section TBM tunnel material dregs conveying system | |
CN215761781U (en) | Horizontal transportation system of long-distance shield tunnel | |
CN114412465B (en) | Arrangement method of storage and shunting lines of underground parking lot | |
Barlet et al. | Logistic management in the longest drives of the Mont Cenis Base Tunnel | |
Proprenter et al. | Semmering base tunnel–logistic challenges | |
Nipitsch et al. | The Fröschnitzgraben contract–Challenges in shaft sinking, construction logistics and landfill: Das Baulos Fröschnitzgraben–Herausforderungen beim Schachtabteufen, der Baulogistik und der Deponie |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160413 |
|
CF01 | Termination of patent right due to non-payment of annual fee |