CN106194211A - TBM tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie - Google Patents
TBM tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie Download PDFInfo
- Publication number
- CN106194211A CN106194211A CN201610736468.6A CN201610736468A CN106194211A CN 106194211 A CN106194211 A CN 106194211A CN 201610736468 A CN201610736468 A CN 201610736468A CN 106194211 A CN106194211 A CN 106194211A
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- Prior art keywords
- chassis
- equipment
- tbm
- vehicle frame
- boom truck
- Prior art date
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- 238000005520 cutting process Methods 0.000 title claims abstract description 22
- 230000003137 locomotive effect Effects 0.000 claims abstract description 25
- 239000004567 concrete Substances 0.000 claims abstract description 19
- 238000003756 stirring Methods 0.000 claims abstract description 17
- 239000000654 additive Substances 0.000 claims abstract description 7
- 230000000996 additive effect Effects 0.000 claims abstract description 7
- 238000005086 pumping Methods 0.000 claims abstract description 6
- 230000001681 protective effect Effects 0.000 claims description 27
- 238000009423 ventilation Methods 0.000 claims description 15
- 241001669679 Eleotris Species 0.000 claims description 11
- 239000002893 slag Substances 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 22
- 239000011435 rock Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 238000002485 combustion reaction Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000005641 tunneling Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 210000000452 mid-foot Anatomy 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- Civil 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 present invention provides a kind of TBM to tunnel tunnel rail mounted wet shotcreting lining cutting composed bogie, and including the equipment chassis interconnected and boom truck, the bottom of equipment chassis and boom truck is provided with walking roller box, and walking roller box is walked along trolley track；In described equipment chassis, the side of table of equipment vehicle frame is provided with the concrete-agitating platform for placing concrete stirring transport tank, and concrete-agitating layer platform is provided with wet shotcreting pump and additive stirring pumping mechanism；The opposite side of table of equipment vehicle frame is provided with the generator platform for placing diesel-driven generator and air compressor machine；The top of equipment chassis is provided with transfer cask hanging apparatus；The bottom of equipment chassis and boom truck is provided with for diesel locomotive flat board and the chassis internal voids of concrete stirring transport tank.The present invention possesses offer electric power and compressed air function, it is possible to meet the requirement being carried out continuously tunnel crag wet shotcreting lining construction along tunnel, and has and can carry out, for workmen, the platform space that operates.
Description
Technical field
The present invention relates to tunnel construction apparatus field, particularly one be used for using TBM to tunnel distance major diameter tunnel
The TBM of wet shotcreting lining cutting tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie.
Background technology
In middle hard rock with ground consisting of hard rock, carry out the excavation construction of distance major diameter tunnel at present, all use open type entirely to break
Face hard rock mole, is called for short TBM(Tunnel Boring Maching) carry out tunneling construction.For the tunnel rock coordinating TBM Xuan to dig
Wall, is mounted with the multiple construction equipment supporting for TBM.Diesel locomotive track is laid, at diesel locomotive track bottom crag
On steel tie, set up rail, the track of temporarily walking of supporting chassis, i.e. equipment trolley track after laying TBM.
Certain engineering has a tunnel to be about 11.6Km, footpath, hole 8.13m, uses TBM tunneling construction.Owing to there being country rock to break in tunnel
, also there are two, three, four, five class surrounding rocks in broken location, by design requirement, the crag of Unfavorable Conditions in tunnel need to carry out wet shot and mix
The lining cutting of solidifying soil.Owing to the construction period is tight, tunnel is oversize, as etc. whole tunnels get through after carry out wet shotcreting lining construction again,
Engineering can be caused bigger construction delay.For this, tunnel must be taked TBM carry out wet in front driving, back to bad country rock section
Shotcrete lining.
Tunnel crag after supporting chassis after TBM afterbody, is mounted with the multiple auxiliary facility arranged for TBM driving.As
Shown in Fig. 8 ~ 9, at the ventilation duct of crag top hanging diameter 2.2m, on the left of crag, it is disposed with water pipe, 20KV high tension cable, illumination
Circuit and light fixture, measure mark pier etc. in hole, crag right side central is provided with TBM and slags tap ribbon conveyer, and bottom is equipped with P43 type
Diesel locomotive track.In such tunnel section, the crag in defective location is carried out wet shot lining construction, work progress
In can not affect the tunneling construction of TBM, it is impossible to affect diesel locomotive and run, it is impossible to damage top portion ventilation pipe, it is impossible to damage water pipe
And high tension cable etc..Difficulty of construction is very big, requires the highest to wet shot chassis technology, and wet shot operator safety risk is the most non-
Chang great.
Summary of the invention
The technical problem to be solved is to provide a kind of TBM driving tunnel rail mounted wet shotcreting lining cutting combination
Chassis, it is possible to walk on supporting trolley track after TBM, it is possible to complete independently carries out wet shotcreting lining to crag in tunnel
Build the requirement of construction, in preferred scheme, also can guarantee that during wet shotcreting sprayed construction, not damage crag top
Belt ventilation duct, do not damage the auxiliary facilities such as TBM muck removal conveyer belt.
For solving above-mentioned technical problem, the technical solution adopted in the present invention is: a kind of TBM tunnels tunnel rail mounted wet shot
Concrete lining composed bogie, including the equipment chassis interconnected and boom truck, equipment chassis and the bottom of boom truck
Being provided with walking roller box, walking roller box is walked along trolley track；
In described equipment chassis, the side of table of equipment vehicle frame is provided with the concrete-agitating for placing concrete stirring transport tank
Platform, concrete-agitating layer platform is provided with wet shotcreting pump and additive stirring pumping mechanism；
The opposite side of table of equipment vehicle frame is provided with the generator platform for placing diesel-driven generator and air compressor machine；
The top of equipment chassis is provided with transfer cask hanging apparatus；
It is internal empty that the bottom of equipment chassis and boom truck is provided with the chassis for diesel locomotive flat board and concrete stirring transport tank
Gap.
Preferably in scheme, generator platform is additionally provided with the balanced reservoir for adjustment.
Preferably in scheme, the workbench vehicle frame both sides of described boom truck are provided with multiple work platforms；
Be provided with the wind duct protective mask for protecting ventilation duct top at the top of boom truck, before and after wind duct protective mask, two ends set
There is the section of raising up.
Preferably in scheme, described wind duct protective mask uses the structure cutd open, and leads to the bottom of the wind duct protective mask cutd open
Cross protective cover free bearing to be connected with the top of boom truck, the top of the wind duct protective mask cutd open is connected by bolt hole.
Preferably in scheme, equipment chassis and boom truck are provided with to go out for TBM near the slag tap side of ribbon conveyer of TBM
The space that slag ribbon conveyer and conveyor belt support pass through.
Preferably in scheme, the bottom of equipment chassis and boom truck is provided with the rail for hanging sleeper and trolley track
Pillow, track crane shipping unit.
Preferably in scheme, slide even in liftable mode between walking roller box and the table of equipment vehicle frame of equipment chassis
Connect, and can be locked by bearing pin；
Table of equipment vehicle frame is provided with footstock, between the top of footstock and walking roller box, is provided with dismountable spiral top；
It is slidably connected in liftable mode between walking roller box and the workbench vehicle frame of boom truck, and can be locked by bearing pin
Fixed；
Boom truck is provided with footstock, between the top of footstock and walking roller box, is provided with dismountable spiral top.
Preferably in scheme, being additionally provided with roller box strand and carry device on table of equipment vehicle frame and workbench vehicle frame, roller box strand carries dress
Put and be connected with walking roller box by steel wire rope.
Preferably in scheme, the base longerons at table of equipment vehicle frame and workbench vehicle frame is provided with the chassis delivery of lateral arrangement
Device, chassis conveying device is used for being bearing in diesel locomotive flat board.
Preferably in scheme, equipment chassis is provided with equipment chassis haulage gear；
Boom truck is provided with boom truck haulage gear.
A kind of TBM that the present invention provides tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, it is possible to tunnel with TBM
Machine runs simultaneously, and is configured with diesel-driven generator, electric compressor, wet shotcreting pump, additive pump, wet shot on equipment chassis
Concrete conveyance spraying system, concrete conveying pot hanging apparatus, chassis haulage gear, the equipment such as roller box of walking.In the present invention
Equipment chassis offer electric power and compressed air function are provided, there is walking function.On chassis, the equipment of configuration disclosure satisfy that edge
Tunnel is carried out continuously the requirement of tunnel crag wet shotcreting lining construction, and have can for workmen carry out operating flat
Platform space.In preferred scheme, can guarantee that concrete spraying lining cutting process does not affect diesel locomotive and runs, at concrete transportation
Pumping procedure also ensure that at wet shotcreting sprayed construction, it is possible to do not damage crag top belt ventilation duct, and be easy to make
The crag at ventilation duct top is exposed in construction.TBM muck removal conveyer belt etc. can not be affected in work progress
Auxiliary facility.The sleeper, the track crane shipping unit that arrange can have been constructed after one section at chassis, transferred to by the trolley track at rear
The front of chassis, to construct continuously along tunnel.The chassis conveying device arranged, coordinates liftable walking roller box and roller box strand to carry
Device, it is possible to make composed bogie shift along diesel locomotive track distance in tunnel.
Accompanying drawing explanation
The invention will be further described with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is the overall structure schematic diagram of the present invention.
Fig. 2 is the front view of equipment chassis in the present invention.
Fig. 3 is the cross-sectional structure schematic diagram of equipment chassis in the present invention.
Fig. 4 is the cross-sectional structure schematic diagram of boom truck in the present invention.
Fig. 5 is structural representation during boom truck delivery in the present invention.
Fig. 6 is structural representation during equipment chassis delivery in the present invention.
Fig. 7 is the top view of equipment chassis in the present invention.
Fig. 8 is the cross sectional representation of tunnel entrance.
Fig. 9 is equipment chassis and the boom truck schematic diagram by space in the present invention.
In figure: equipment chassis haulage gear 1, tunnel 2, airduct suspension rod 3, equipment chassis 4, table of equipment vehicle frame 41, bottom is indulged
Beam 411, concrete-agitating platform 42, generator platform 43, equipment chassis conveyer belt flat board 44, ventilation duct 5, boom truck 6, work
Make platform 61, boom truck conveyer belt flat board 62, workbench vehicle frame 63, wind duct protective mask 7, protective cover free bearing 71, sleeper, track
Handling apparatus 8, boom truck haulage gear 9, wet shotcreting pump 10, concrete stirring transport tank 11, roller box 12 of walking, spiral
Top 13, roller box twists and carries device 14, transfer cask hanging apparatus 15, trolley track 16, midfoot support roller box 17, and balanced reservoir 18 is interior
Combustion locomotive flat board 19, diesel locomotive track 20, TBM slags tap ribbon conveyer 21, conveyor belt support 22, chassis conveying device 23,
Chassis cushion block 24, diesel-driven generator 25, diesel locomotive maximum section 26, air compressor machine 27, concrete additive pump 28, conveyer skin
Band storage silo 29, chassis internal voids 30.
Detailed description of the invention
In Fig. 1, it is fixed with the ventilation duct 5 of diameter 2.2 meters by airduct suspension rod 3 at the top of tunnel 2, at tunnel 2
Side is provided with conveyor belt support 22, conveyor belt support 22 is installed with TBM and slags tap ribbon conveyer 21, at the end of tunnel 2
Portion is equipped with diesel locomotive track 20, and the both sides of diesel locomotive track 20 are provided with trolley track 16.
In Fig. 1 ~ 4, a kind of TBM tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, including interconnect
Equipment chassis 4 and boom truck 6, the bottom of equipment chassis 4 and boom truck 6 be provided with walking roller box 12, walking roller box 12 along
Trolley track 16 is walked；
Such as Fig. 1 ~ 3, in 7, in described equipment chassis 4, the side of table of equipment vehicle frame 41 is provided with for placing concrete-agitating fortune
The concrete-agitating platform 42 of defeated tank 11, concrete-agitating layer platform 4 is provided with wet shotcreting pump 3 and additive stirring pumping
Mechanism 24；Thus structure, for providing wet shotcreting to boom truck below.Time in working order, wet shotcreting pump
It is connected with concrete stirring transport tank with additive stirring pumping mechanism；It is additionally provided with stirring in the outside of concrete-agitating layer platform
Layer walkway, concrete-agitating layer platform be arranged over chassis upper mounting plate, for operator walk, as shown in Figure 3.
The opposite side of table of equipment vehicle frame 41 is provided with the generator platform 43 for placing diesel-driven generator 25 and air compressor machine 27；
The top of equipment chassis 4 is provided with transfer cask hanging apparatus 15；For diesel locomotive flat board 19 being transported the concrete come
Stirring transport tank 11 is lifted on concrete-agitating layer platform 4.
As shown in Fig. 3,4,9, the bottom of equipment chassis 4 and boom truck 6 is provided with for diesel locomotive flat board 19 and coagulation
The chassis internal voids 30 of soil stirring transport tank 11.Thus structure, it is simple to utilize diesel locomotive flat board 19 to transport concrete continuously
Stirring transport tank 11, constructs continuously realizing wet shotcreting lining cutting.
Preferably in scheme such as Fig. 7, generator platform 43 is additionally provided with the balanced reservoir 18 for adjustment.Thus
Structure, for when consigning equipment chassis, regulates the balance of equipment chassis.
Preferably scheme is as shown in Figure 4, and workbench vehicle frame 63 both sides of described boom truck 6 are provided with multiple work and put down
Platform 61；It is provided with a work platforms near a slag tap side-lower of ribbon conveyer 21 of TBM at workbench vehicle frame 63.At opposite side
It is provided with two work platformses from top to bottom.For operator's operation by mixing that high-pressure hose is connected with wet shotcreting pump 10
Solidifying soil shower nozzle carries out the wet shotcreting lining construction of tunnel 2 crag.
Preferably in scheme such as Fig. 3 ~ 5, equipment chassis 4 and boom truck 6 are slagged tap near TBM the side of ribbon conveyer 21
It is provided with and slags tap ribbon conveyer 21 for TBM and space that conveyor belt support 22 passes through.Thus structure, makes equipment chassis 4 and work
The operation of chassis 6 is not interfered by TBM ribbon conveyer 21 of slagging tap.
Preferably scheme such as Fig. 1, in 3,4, be provided with the airduct for protecting ventilation duct 5 top at the top of boom truck 6
Protective cover 7, before and after wind duct protective mask 7, two ends are provided with the section of raising up.Protective cover operation it is additionally provided with flat in the both sides of wind duct protective mask 7
Platform.The section of raising up arranged make ventilation duct 5 while being protected by wind duct protective mask 7, also by the straightway in the middle of wind duct protective mask 7
Guide smooth sinking one segment distance, come out with the space by tunnel top crag, it is simple to carry out wet shotcreting lining cutting
Construction.
Preferably scheme such as Fig. 4, in 5, described wind duct protective mask 7 uses the structure cutd open, to the wind duct protective mask 7 cutd open
Bottom be connected with the top of boom truck 6 by protective cover free bearing 71, can be along guard shield free bearing 71 to the wind duct protective mask 7 cutd open
Bearing pin rotates.The top of the wind duct protective mask 7 cutd open is connected by bolt hole.Thus structure, it is simple to ventilation duct 5 enters into airduct
In protective cover 7.
Preferably in scheme such as Fig. 1 ~ 6, the bottom of equipment chassis 4 and boom truck 6 is provided with for hanging sleeper and chassis
The sleeper of track 16, track crane shipping unit 8.Thus structure, it is simple to equipment chassis and boom truck are being constructed after one section, will after
The trolley track of side and sleeper are hung on sleeper, track crane shipping unit 8, and are transferred to equipment chassis and boom truck front peace
Dress, constructs with continuous walking.Sleeper, track crane shipping unit 8 use the structure of pulley trolley.
Preferably in scheme such as Fig. 1 ~ 6, with liftable between walking roller box 12 and the table of equipment vehicle frame 41 of equipment chassis 4
Mode is slidably connected, and can be locked by bearing pin；Concrete structure is, walking roller box 12 column be installed in table of equipment vehicle frame 41
Sliding sleeve socket, column is provided with multiple pin shaft hole, and sliding sleeve also is provided with pin shaft hole, bearing pin pass pin shaft hole, it is possible to will walking
Roller box 12 is locked in height different on table of equipment vehicle frame 41.
Table of equipment vehicle frame 41 is provided with footstock, between the top of footstock and walking roller box 12, is provided with dismountable spiral top
13；The spiral top 13 arranged is easy to table of equipment vehicle frame 41 integral jacking.
It is slidably connected in liftable mode between walking roller box 12 and the workbench vehicle frame 63 of boom truck 6, and can
Locked by bearing pin；
Boom truck 6 is provided with footstock, between the top of footstock and walking roller box 12, is provided with dismountable spiral top 13.Work
On chassis, the attachment structure of road wheel case 12 is identical with equipment chassis.
Preferably in scheme such as Fig. 1 ~ 6, table of equipment vehicle frame 41 and workbench vehicle frame 63 are additionally provided with roller box strand and carry device
14, roller box strand is carried device 14 and is connected with walking roller box 12 by steel wire rope.Concrete structure is, it is hoist engine that roller box hinge carries device 4
Structure, after taking off the bearing pin connected on walking roller box 2 and bogie frame, carries device 14 with roller box hinge and promotes walking roller box 12,
Make walking roller box 12 leave trolley track, walking roller box 2 is fixed on bogie frame.
Preferably in scheme, the base longerons 411 at table of equipment vehicle frame 41 and workbench vehicle frame 63 is provided with lateral arrangement
Chassis conveying device 23, chassis conveying device 23 is used for being bearing in diesel locomotive flat board 19.Chassis conveying device in this example
23 is the two ends crossbeams with flange, also is provided with flange, base longerons 411 and chassis torr in the relevant position of base longerons 411
Flange joint is passed through, in order to installation and removal between shipping unit 23.The chassis conveying device 23 arranged is in tunnel, sharp
With diesel locomotive track 20 and diesel locomotive flat board 19, equipment chassis and boom truck are consigned to next job location.And
Trolley track 16 need not be laid on the way, save the engineering time.
Preferably in scheme such as Fig. 1, equipment chassis 4 is provided with equipment chassis haulage gear 1；Boom truck 6 is provided with work
Make chassis haulage gear 9.Haulage gear in this example uses the structure of assembly pulley, is used in work progress, traction table parking stall
Move.
During work, each equipment on starting device chassis, wet shotcreting pump 10 concrete out is soft by high pressure
Pipe is transported to boom truck corresponding platform, by the shower nozzle of manual operation flexible pipe front end, wet shotcreting sprays to tunnel crag.?
In work progress, protected the top of ventilation duct 5 by wind duct protective mask 7, it is to avoid crag rebound materials damage ventilation duct 5, and make
The ventilation duct of construction location sinks a segment distance, to be come out by the top crag of tunnel.
After one section of construction completes, by sleeper, track crane shipping unit 8, the trolley track 16 at rear is transferred to front and continue
Construction.When needs distance shifts, first chassis conveying device 23 is installed in the bottom of bogie frame, such as Fig. 5, as shown in 6, will
Crossbeam is connected by flange is fixing with the base longerons of bogie frame.Utilize spiral top 13 by bogie frame entirety jack-up.Diesel locomotive
Flat board 19 enters into the lower section of chassis conveying device 23, and bogie frame entirety is fallen by spiral top 13, makes bogie frame fall at internal combustion engine
On car flat board 19.Preferably, between bogie frame and diesel locomotive flat board, it is provided with cushion block, in dropping process, regulates table of equipment
The water level in balanced reservoir 18 on vehicle frame, makes table of equipment vehicle frame keep balance.Take off spiral top 13, utilize roller box strand to carry device
Walking roller box 12 is mentioned by 14, departs from trolley track 16, and is fixed on bogie frame by walking roller box 12 with bearing pin, by internal combustion engine
Equipment chassis and boom truck are checked next job location along diesel locomotive track 20 by car flat board 19.Platform in this example
Vehicle frame is table of equipment vehicle frame and the general name of workbench vehicle frame.
Chassis is short-range displacement in tunnel, chassis the haulage gear provided for oneself, and traction chassis is walked forward.
The above embodiments are only the preferred technical solution of the present invention, and are not construed as the restriction for the present invention, this
Technical characteristic described in bright, on the premise of not conflicting, it is possible to is combined with each other use, and protection scope of the present invention should be with right
Require the technical scheme recorded, be protection model including the equivalents of technical characteristic in the technical scheme that claim is recorded
Enclose.Equivalent the most in this range is improved, also within protection scope of the present invention.
Claims (10)
1. TBM tunnels a tunnel rail mounted wet shotcreting lining cutting composed bogie, it is characterized in that: include the equipment interconnected
Chassis (4) and boom truck (6), the bottom of equipment chassis (4) and boom truck (6) is provided with walking roller box (12), roller box of walking
(12) walk along trolley track (16)；
In described equipment chassis (4), the side of table of equipment vehicle frame (41) is provided with for placing concrete stirring transport tank (11)
Concrete-agitating platform (42), concrete-agitating layer platform (4) is provided with wet shotcreting pump (3) and additive stirring pumping
Mechanism (24)；
The opposite side of table of equipment vehicle frame (41) is provided with for placing diesel-driven generator (25) and the generator platform of air compressor machine (27)
(43)；
The top of equipment chassis (4) is provided with transfer cask hanging apparatus (15)；
The bottom of equipment chassis (4) and boom truck (6) is provided with for diesel locomotive flat board (19) and concrete stirring transport tank
(11) chassis internal voids (30).
A kind of TBM the most according to claim 1 tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, its feature
It is: on generator platform (43), be additionally provided with the balanced reservoir (18) for adjustment.
A kind of TBM the most according to claim 1 tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, its feature
It is: workbench vehicle frame (63) both sides of described boom truck (6) are provided with multiple work platforms (61)；
The wind duct protective mask (7) for protecting ventilation duct (5) top, wind duct protective mask (7) it is provided with at the top of boom truck (6)
Before and after two ends be provided with the section of raising up.
A kind of TBM the most according to claim 3 tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, its feature
It is: described wind duct protective mask (7) uses the structure cutd open, and the bottom of the wind duct protective mask (7) cutd open is passed through protective cover free bearing
(71) top with boom truck (6) is connected, and is connected the top of the wind duct protective mask (7) cutd open by bolt hole.
A kind of TBM the most according to claim 1 tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, its feature
It is: equipment chassis (4) and boom truck (6) are provided with for TBM belt of slagging tap defeated near the slag tap side of ribbon conveyer (21) of TBM
Send the space that machine (21) and conveyor belt support (22) pass through.
A kind of TBM the most according to claim 1 tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, its feature
It is: the bottom of equipment chassis (4) and boom truck (6) is provided with for hanging sleeper and the sleeper of trolley track (16), track crane
Shipping unit (8).
A kind of TBM the most according to claim 1 tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, its feature
It is: be slidably connected in liftable mode between walking roller box (12) and the table of equipment vehicle frame (41) of equipment chassis (4), and can
Locked by bearing pin；
Table of equipment vehicle frame (41) is provided with footstock, between the top of footstock and walking roller box (12), is provided with dismountable spiral top
(13)；
It is slidably connected in liftable mode between walking roller box (12) and the workbench vehicle frame (63) of boom truck (6), and energy
Enough locked by bearing pin；
Boom truck (6) is provided with footstock, between the top of footstock and walking roller box (12), is provided with dismountable spiral top
(13).
A kind of TBM the most according to claim 7 tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, its feature
It is: being additionally provided with roller box strand on table of equipment vehicle frame (41) and workbench vehicle frame (63) and carry device (14), roller box strand carries device (14)
It is connected with walking roller box (12) by steel wire rope.
A kind of TBM the most according to claim 8 tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, its feature
It is: the base longerons (411) at table of equipment vehicle frame (41) and workbench vehicle frame (63) is provided with the chassis conveying device of lateral arrangement
(23), chassis conveying device (23) is used for being bearing in diesel locomotive flat board (19).
A kind of TBM the most according to claim 1 tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie, its feature
It is: equipment chassis (4) is provided with equipment chassis haulage gear (1)；
Boom truck (6) is provided with boom truck haulage gear (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610736468.6A CN106194211B (en) | 2016-08-29 | 2016-08-29 | TBM tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610736468.6A CN106194211B (en) | 2016-08-29 | 2016-08-29 | TBM tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106194211A true CN106194211A (en) | 2016-12-07 |
| CN106194211B CN106194211B (en) | 2019-07-09 |
Family
ID=57525902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610736468.6A Active CN106194211B (en) | 2016-08-29 | 2016-08-29 | TBM tunnels tunnel rail mounted wet shotcreting lining cutting composed bogie |
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| CN107882578A (en) * | 2017-10-24 | 2018-04-06 | 中国电建集团华东勘测设计研究院有限公司 | A kind of reinforced concrete lined tunnel single stope dual stage car lining cutting continuous placing technology |
| CN108284849A (en) * | 2018-03-14 | 2018-07-17 | 铁建重工新疆有限公司 | A kind of removable rear mating trailer and the development machine containing it |
| CN108316946A (en) * | 2017-01-17 | 2018-07-24 | 中国葛洲坝集团第五工程有限公司 | Open type TBM synchronization lining method and devices |
| CN109372575A (en) * | 2018-09-28 | 2019-02-22 | 中国葛洲坝集团第工程有限公司 | Long range conveying device and method in the main drive tunnel of TBM shield body |
| CN110056375A (en) * | 2019-05-08 | 2019-07-26 | 长沙泽和智能科技有限公司 | A kind of arched type tunnel wet-spraying machine |
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| CN115279992A (en) * | 2020-05-12 | 2022-11-01 | 株式会社小松制作所 | Tunnel excavating device |
| US11591909B2 (en) | 2021-01-12 | 2023-02-28 | EarthGrid PBC | Tunnel boring system |
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