CN207144954U - Constructing tunnel integrates chassis - Google Patents
Constructing tunnel integrates chassis Download PDFInfo
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- CN207144954U CN207144954U CN201720916429.4U CN201720916429U CN207144954U CN 207144954 U CN207144954 U CN 207144954U CN 201720916429 U CN201720916429 U CN 201720916429U CN 207144954 U CN207144954 U CN 207144954U
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Abstract
The utility model belongs to constructing tunnel facility field, specifically disclose a kind of constructing tunnel synthesis chassis, including controlling organization, also include the track for being laid on tunnel internal, and controlled by the controlling organization, and the constructing tunnel synthesis chassis body that walking is in orbit, constructing tunnel synthesis chassis body includes the two lining reinforcement trolleys set gradually from tunnel face to face and earth water-proof plate chassis, self-propelled trestle is provided with inside two lining reinforcement trolleys and earth water-proof plate chassis and is provided from the first walking rail of line trestle walking, self-propelled trestle front lower portion is provided with the first pedrail bearing, self-propelled trestle and the first pedrail bearing control by controlling organization.Self-propelled trestle is put into inside two lining reinforcement trolleys and earth water-proof plate platform by this programme, and it is self-propelled trestle counterweight to allow it, is avoided self-propelled trestle and is deliberately lengthened and caused deformation and unsafe phenomenon of constructing to reach full-length.
Description
Technical field
The utility model belongs to constructing tunnel facility technology field.
Background technology
The constructing tunnel engineering of China is generally all to carry out in the following order when being constructed, 1, the side entered before hole,
Inverted arch is constructed；2nd, the construction of super-front large pipe shed；3rd, measurement and positioning unwrapping wire；4th, drill, blow out；5th, slag tap, beat anchor pole, peace bow member
（Supporting）, concrete ejection（Including just spraying and filling spray）；6th, advance anchor bolt（After pipe canopy section）；7th, surveying setting-out；And V level country rocks
It is that two lining concrete linings must not be more than 90 meters away from face that safe distance is required during excavation, and two linings are required when V levels country rock excavates
Concrete lining must not be more than 70 meters away from face, and two lining concrete linings need to use the lined steel of equipment two respectively away from face
Muscle chassis, earth water-proof plate chassis, trestle, excavation and bow member installation chassis, face is because of construction process requirement such as three steps
Excavate or two bench excavations have excavation platform to occupy, or original construction method is because of suppression arch, earth water-proof plate, two lined steels
Muscle, two lining concrete lining speed not as a rate of advance it is fast, working procedure linking degree is weak, so cause safe distance exceeded,
Construction safety cannot be guaranteed, tunnel structure deforms because can not form closed loop in time, cause not being inconsistent the safety such as quality requirement and matter
Amount accident.
And it is that trestle length will reach 3 12 meters in inverted arch construction process requirement（12 meters are a mould two lining concrete lining
The adjoining rock of chassis）First 12 meters are suppression arch maintenances, and second 12 meters are to pacify bow member, tie up reinforcing bar, formwork erection, lining cutting, the 3rd
Individual 12 meters are that digging is plowed in suppression.So existing equipment length is unable to reach technological requirement length, and if simply lengthening trestle, trestle
One length, walking is just very inconvenient, and the phenomenon bent easily occurs, causes construction technology, construction quality and progress can not
The problem of guarantee.
Utility model content
The purpose of this utility model is to solve existing trestle when carrying out inverted arch construction, construction technology, construction quality
The problem of can not ensureing with progress.
In order to achieve the above object, base case of the present utility model provides a kind of constructing tunnel synthesis chassis, including control
Mechanism processed, in addition to the track of tunnel internal is laid on, and by controlling organization control and tunnel in orbit of walking
The comprehensive chassis body of construction, the constructing tunnel synthesis chassis body include two lined steels set gradually from tunnel face to face
Muscle chassis and earth water-proof plate chassis, two lining reinforcement trolleys and earth water-proof plate chassis inside are provided with self-propelled trestle and confession
First walking rail of self-propelled trestle walking, the self-propelled trestle front lower portion are provided with the first pedrail bearing, it is described oneself
Line trestle and the first pedrail bearing control by controlling organization.
The principle of this base case is, when carrying out constructing tunnel operation, installation combines constructing tunnel synthesis chassis,
It is to be punctured, blow out, excavate slagging-off after first by controlling organization control self-propelled trestle from two lining reinforcement trolleys, geotextiles waterproof
Pallet in-car portion moves along the first walking rail toward tunnel tunnel face direction, after particular location is advanced to, controlling organization control the
One pedrail bearing is stretched out, and self-propelled trestle is supported on tunnel ground, carries out the construction working of inverted arch, and is applied in inverted arch
After the completion of work splash guard geotextiles and two linings and then can be carried out successively using earth water-proof plate platform, two lining reinforcement trolleys
The laying of reinforcing bar.
The beneficial effect of this base case is,
1st, because inverted arch construction process requirement is, trestle length will reach 3 12 meters, and first 12 meters are suppression arch maintenances,
Second 12 meters are to pacify bow member, tie up reinforcing bar, formwork erection, lining cutting, and the 3rd 12 meters are that digging is plowed in suppression, if so simple reinforcement stack
The length of bridge can make its walking very inconvenient, and the phenomenon bent easily occur, can not ensure technique and construction safety, this
Self-propelled trestle is put into inside two lining reinforcement trolleys and earth water-proof plate platform by scheme, it is matched somebody with somebody for self-propelled trestle
Weight, avoid self-propelled trestle and deliberately lengthened and caused deformation and unsafe phenomenon of constructing to reach full-length.
2nd, due to original construction method because suppression arch, earth water-proof plate, two lined steel muscle, two serve as a contrast concrete lining speed due to
The diversity of constructing device, need to be changed between constructing device, make it be not as fast as a rate of advance, so causing safe distance
It is exceeded, construction safety cannot be guaranteed, tunnel structure because the deflection that can not form closed loop in time greatly caused by be not inconsistent quality requirement
Etc. safety and quality accident, and present apparatus constructing tunnel integrates the setting of chassis, and construction safety is ensure that from trolley structure design
Distance and working procedure linking, mechanization degree, which improves, further improves speed of application, reduces labor strength, reduces
Requirement to quality of workers.
Scheme two, scheme is preferred based on this, in addition at least one translation for walking on self-propelled trestle is small
Car, the self-propelled trestle are provided with the second walking rail for translating trolleys walking, and the translating trolleys bottom is provided with rail wheel,
The translating trolleys are provided with by the lifting working platform of controlling organization control, self balancing device, drilling-hole positioning device, anchor
Bar positioner, impact gun positioner and manipulator.Lifting working platform in translating trolleys, jacking apparatus and manipulator are set
Put, be manually entered lifting and bow member of the lifting working platform according to the construction demand modeling lifting working platform of reality
Jacking, complete to drilling, to beat anchor pole and the accurate operation of bow member is installed, the setting of manipulator can be front and rear to bow member progress, left
The action such as right, upper and lower, rotation, inclination, so that bow member is accurately in place.
Scheme three, this is preferred for scheme two, in addition to excavation and the bow member installation inside self-propelled trestle of walking
Trolley track, the self-propelled trestle inside is provided with the second track for excavating and bow member installation trolley track slides, described to open
Dig and bow member installation trolley track is provided with the third line walked for translating trolleys and walks rail, the translating trolleys can walk the 3rd
Walk on rail, excavation and bow member the installation trolley track front lower portion is provided with the second pedrail bearing, the excavation and arch
Frame installs trolley track and the second pedrail bearing controls by controlling organization.Self-propelled trestle and excavation and bow member erecting bed
Track road carries out controllable traveling by the actual progress of construction, after then carrying out its traveling by the second pedrail bearing
Support, the setting flexibility of the present apparatus is strong, and controllability is strong, can be very good to construct to the tunnel of various distances, and
Trolley track can be installed to excavation and bow member by self-propelled trestle and carry out counterweight.
Scheme four, scheme is preferred to any one of scheme three based on this, in addition to can walk outside self-propelled trestle,
And the monoblock type inverted arch template controlled by controlling organization, the self-propelled trestle are provided with for the walking of monoblock type inverted arch template
Four walking rails.Because existing inverted arch template typically only has side mould, the inverted arch after being molded only has both ends curved, and interposition is mixed
Solidifying soil gravity flow plane, it is the combination of diverse location inverted arch, it is impossible to inverted arch, arch wall and abutment wall is formed a complete arc and closes
Ring, and wasted time and energy when installation inverted arch template and side mould, the setting of the present apparatus can realize the disposable lining cutting shaping of inverted arch, make
It forms complete arc closed loop, thoroughly realizes the construction requirement in tunnel, makes its mechanical property splendid, and because monoblock type is faced upward
It is big to encircle template weight, so the setting of this programme makes it from walking on self-propelled trestle, it is laborsaving and improve processing technology
And efficiency.
Scheme five, this is the preferred of base scheme two or scheme three, and the translating trolleys profile is that imitative tunnel vault arc is set
The arc of meter.Translating trolleys imitate the design of tunnel vault arcuate profile, are easy to translating trolleys to be walked in tunnel, space utilization
By force.
Scheme six, this is preferred for scheme four, and the monoblock type inverted arch masterplate also includes upset end mould and contraction type center
Ditch mould.Monoblock type inverted arch template can realize that full mould is encircleed in suppression by coordinating with upset end mould, contraction type Central drain mould
Pour work.
Scheme seven, this is preferred for scheme four, and the self-propelled trestle and monoblock type inverted arch masterplate are detachably connected.It is overall
Formula inverted arch template freely loads and unloads the flexibility for adding the present apparatus with self-propelled trestle.
Scheme eight, scheme is preferred based on this, and the earth water-proof plate chassis includes the arc that imitative arched tunnel is set
The electronic capstan of the bitubular of the walking dolly and driving walking dolly of shape walking track, walking on arc walking track, it is described
The electronic capstan connection control mechanism of the bitubular, the walking dolly bottom are provided with road wheel.After concreting, work as tunnel arch
The laying of earth water-proof plate is carried out after installing, the walking dolly of earth water-proof plate chassis, is driven in the electronic capstan of the bitubular
Under moving, earth water-proof plate is plated in container movement by walking on arc walking track, so as to by its built-in geotextiles or prevent
Water plate is plated in along Tunnel wall.
Scheme nine, scheme is preferred based on this, and the road wheel is three-dimensional wheel, and the walking track is arc pipe.
The design of three-dimensional wheel, by using the three-dimensional wheel principle of roller-coaster, effectively avoid carrier loader in the process of running inclined
Move, carrier loader is operated steadily the matching design at no dead point, pipe and three-dimensional wheel, ensure that carrier loader in the process of running
Fluency, stability and smoothness.
Scheme ten, scheme is preferred based on this, and the two linings reinforcement trolley includes hoist engine, is arranged on two lined steel muscle platforms
Arch steel container, the neck and circumferential reinforcement lifting body that are located at reinforcing bar container in of the car close to tunnel face one end.Complete
Geotextiles waterproof version be plated in work after, carry out two lined steel muscle laying, two lining reinforcement trolleys can realize two lining circumferential reinforcements
Automation carries paving top., will by hoisting mechanism if the suitable length of the Heavenly Stems and Earthly Branches is pre-bent into circumferential reinforcement to be fitted into the neck in reinforcing bar container
Reinforcing bar container is overturn to chassis end face by ground, then is dialed out to one by one circumferentially uniformly, and and tunnel from neck by circumferential reinforcement
By some groups of parallel longitudinal reinforcing bar knock-pins, the circumferential reinforcement of one-to-one setting is buckled in translation transmission device and obtained in locating slot
And it is fixed, rotate once, be repeated in two lining circumferential reinforcements being distributed on into two lined steel muscle trolley surfaces, start circumferential reinforcement
Reinforcing bar can be risen to and require position by lifting body.
Brief description of the drawings
Fig. 1 is the front view that the utility model constructing tunnel integrates chassis embodiment one；
Fig. 2 is the left view that the utility model constructing tunnel integrates chassis embodiment one；
Fig. 3 is the front view that the utility model constructing tunnel integrates chassis embodiment two；
Fig. 4 is the left view that the utility model constructing tunnel integrates chassis embodiment two；
Fig. 5 is the front view that the utility model constructing tunnel integrates chassis embodiment three；
Fig. 6 is the left view that the utility model constructing tunnel integrates chassis embodiment three；
Fig. 7 is the front view that the utility model constructing tunnel integrates chassis example IV；
Fig. 8 is the left view that the utility model constructing tunnel integrates chassis example IV；
Fig. 9 is the front view that the utility model constructing tunnel integrates chassis embodiment five；
Figure 10 is the left view that the utility model constructing tunnel integrates chassis embodiment five；
Figure 11 is the front view that the utility model constructing tunnel integrates chassis embodiment six；
Figure 12 is the left view that the utility model constructing tunnel integrates chassis embodiment six.
Embodiment
The utility model is described in further detail below by embodiment,
Reference in Figure of description includes, two lining reinforcement trolleys 1, earth water-proof plate chassis 2, self-propelled trestle
3rd, the first pedrail bearing 4, the second pedrail bearing 5, translating trolleys 6, excavation and bow member installation trolley track 7, entirety
Formula inverted arch template 8.
Constructing tunnel integrates chassis, and embodiment one substantially as shown in Figures 1 and 2, including controlling organization, includes spreading
It is located at the track of tunnel internal and is controlled by the controlling organization, and the constructing tunnel synthesis chassis body for walking in orbit,
Constructing tunnel synthesis chassis body includes the two lining reinforcement trolleys 1 set gradually from tunnel face to face and earth water-proof plate
Chassis 2, earth water-proof plate chassis 2 include the arc that imitative arched tunnel is set and walk track, walking on arc walking track
Walking dolly and drive walking dolly the electronic capstan of the bitubular, the electronic capstan connection control mechanism of the bitubular, walking dolly bottom
Portion is provided with road wheel.
Road wheel is three-dimensional wheel, and walking track is arc pipe, and two lining reinforcement trolleys 1 include hoist engine, are arranged on two linings
Arch steel container, the neck and circumferential reinforcement lifting body that are located at reinforcing bar container in of the reinforcement trolley 1 close to tunnel face one end,
Two lining reinforcement trolleys 1 and the inside of earth water-proof plate chassis 2 are provided with self-propelled trestle 3 and are provided from the first of the walking of line trestle 3
Walking rail, the front lower portion of self-propelled trestle 3 are provided with the first pedrail bearing 4, the pedrail bearing of self-propelled trestle 3 and first
4 control by controlling organization.
It is to be punctured, blow out, excavate slagging-off when carrying out tunnel excavation work, when entrance construction preparation finishes, hole
It is outer or interior when having enough installation sites, from tunnel face to face successively by two serve as a contrast reinforcement trolleys 1, earth water-proof plate chassis 2,
Self-propelled trestle 3, in order from front to back, installation is carried out from outside to inside and is combined, first by controlling organization by self-propelled stack
Bridge 3 is inside two lining reinforcement trolleys 1, earth water-proof plate chassis 2 along the first walking rail automatic moving, particular location to be advanced to
Afterwards, controlling organization controls the first pedrail bearing 4 to stretch out, and self-propelled trestle 3 is supported on tunnel ground, carries out inverted arch
Construction working, and and then can be carried out successively using earth water-proof plate platform, two lining reinforcement trolleys 1 after the completion of inverted arch construction
The laying of splash guard geotextiles and two lined steel muscle, the three-dimensional wheel walking dolly on earth water-proof plate chassis 2 are electronic in the bitubular
Under capstan driving, walk on track of arcuately walking, so as to deploy its built-in geotextiles along Tunnel wall, be plated in, complete
After the installation of one mould geotextiles, repeat above-mentioned action and carry out being plated in for splash guard.
After completing mould earth water-proof plate installation, the laying of two lined steel muscle is carried out, two lining reinforcement trolleys 1 can realize two linings
The automation of circumferential reinforcement carries paving top, is fitted into if the Heavenly Stems and Earthly Branches are fitted into long circumferential reinforcement in the neck in reinforcing bar container, passes through hoist engine
Arch steel container is overturn 90 ° to chassis end face by structure by ground, and being repeated in above-mentioned action can be equal by two lining circumferential reinforcements
Cloth serves as a contrast the surfaces of reinforcement trolley 1 two, starts circumferential reinforcement lifting body, circumferential reinforcement is jacked to two lined steel muscle and leans on hole wall end position
Put, after the laying of the lined steel muscle of ring two is completed, vertical ring steel is manually carried out in the case where the positioning of longitudinal reinforcement positioning fixture helps
Muscle colligation, after the completion of this layer of reinforcing bar binding work, above-mentioned work is repeated, realize that two lined steel muscle connect by hole medial extremity colligation and interlayer
Muscle colligation is connect, after the completion of a die worker makees completely, the traveling one in orbit of controlling organization control tunnel integrated construction chassis body
Mould, circulating repetition carry out the work of next mould, two lining concrete lining trolley follow-ups, carry out lining cutting work.
Self-propelled trestle 3 is put into inside two lining reinforcement trolleys 1 and earth water-proof plate platform by this programme, and it is certainly to allow it
The counterweight of line trestle 3, avoid self-propelled trestle 3 in order to reach full-length deliberately lengthen and it is caused deformation and construct dangerous
Phenomenon.And it ensure that construction safety distance and working procedure linking, mechanization degree are improved into one from trolley structure design
Step improves speed of application, reduces labor strength, reduces the requirement to quality of workers.
Embodiment two is basic as shown in accompanying drawing 3 and accompanying drawing 4, and differing only in for embodiment one, in addition at least one
Can be walked the translating trolleys 6 on self-propelled trestle 3, and self-propelled trestle 3 is provided with the second walking walked for translating trolleys 6
Rail, the profile of translating trolleys 6 are the arc of imitative tunnel vault cambered design, and the bottom of translating trolleys 6 is provided with rail wheel, translating trolleys 6
Be provided with by controlling organization control lifting working platform, self balancing device, drilling-hole positioning device, anchor rod locating device,
Impact gun positioner and manipulator.
After self-propelled trestle 3 is walked out, translating trolleys 6 are walked on the second walking rail and constructed, and worker enters translation
On the lifting working platform of dolly 6, the materials such as anchor pole, bow member are placed on translating trolleys 6, according to the construction demand of reality
Lifting and the manipulator of lifting working platform are controlled, completes drilling, anchor pole is beaten and the accurate operation of vault bow member, machine is installed
Tool hand can to bow member carry out around, up and down, rotation, tilt etc. action so that bow member is accurately in place.
Embodiment three, substantially as shown in accompanying drawing 5 and accompanying drawing 6, and differing only in for embodiment two, include walking at oneself
Excavation and bow member installation trolley track 7, the inside of self-propelled trestle 3 inside line trestle 3 are provided with for excavation and bow member erecting bed
The second track that track road 7 slides, is excavated and bow member installation trolley track 7 is provided with the third line walked for translating trolleys 6 and walked
Rail, translating trolleys 6 can walk to walk on rail in the third line, excavate and the bow member installation front lower portion of trolley track 7 is provided with the second crawler belt
Dolly bearing 5, is excavated and the bow member installation pedrail bearing 5 of trolley track 7 and second controls by controlling organization.
Excavate and bow member installation trolley track 7 is advanced to after face, its row is carried out by the second pedrail bearing 5
Support after entering, controlling organization control translating trolleys 6 walk track in the third line and longitudinally move to tunnel tunnel face, to face
Constructed, the actual progress that self-propelled trestle 3 and excavation and bow member installation trolley track 7 pass through construction carries out controllable row
Enter.The setting flexibility of the present apparatus is strong, and controllability is strong, can be very good to construct to the tunnel of various distances, and can be with
Trolley track 7 is installed to excavation and bow member by self-propelled trestle 3 and carries out counterweight.
Example IV, substantially as shown in accompanying drawing 7 and accompanying drawing 8, and differing only in for embodiment one, in addition to can walk
Outside self-propelled trestle 3, and the monoblock type inverted arch template 8 controlled by controlling organization, monoblock type inverted arch masterplate also include upset end
Mould and contraction type Central drain mould, self-propelled trestle 3 are provided with the fourth line walked for monoblock type inverted arch template 8 and walk rail, voluntarily
Formula trestle 3 and monoblock type inverted arch masterplate are detachably connected.
Because existing inverted arch template typically only has side mould, the inverted arch after being molded only has both ends curved, and interposition is mixed
Solidifying soil gravity flow plane, it is the combination of diverse location inverted arch, it is impossible to inverted arch, arch wall and abutment wall is formed a complete arc and closes
Ring, and wasted time and energy when installation inverted arch template and side mould, the setting of the present apparatus can realize the disposable lining cutting shaping of inverted arch, whole
Body formula inverted arch template 8 can realize that suppression encircles full mould and pours work by coordinating with upset end mould, contraction type Central drain mould,
Complete arc closed loop is formed it into, thoroughly realizes the construction requirement in tunnel, makes its mechanical property splendid, and due to monoblock type
The weight of inverted arch template 8 is big, and in construction, it is walked in fourth line by controlling organization control walking and constructed on rail, and this programme saves
Power and the construction technology and efficiency for improving inverted arch.
Embodiment five, substantially as shown in accompanying drawing 9 and accompanying drawing 10, and differing only in for embodiment two, in addition to can walk
Outside self-propelled trestle 3, and the monoblock type inverted arch template 8 controlled by controlling organization, monoblock type inverted arch masterplate also include upset
Mould and contraction type Central drain mould are held, self-propelled trestle 3 is provided with the fourth line walked for monoblock type inverted arch template 8 and walks rail, from
Line trestle 3 and monoblock type inverted arch masterplate are detachably connected.
Because existing inverted arch template typically only has side mould, the inverted arch after being molded only has both ends curved, and interposition is mixed
Solidifying soil gravity flow plane, it is the combination of diverse location inverted arch, it is impossible to inverted arch, arch wall and abutment wall is formed a complete arc and closes
Ring, and wasted time and energy when installation inverted arch template and side mould, the setting of the present apparatus can realize the disposable lining cutting shaping of inverted arch, whole
Body formula inverted arch template 8 can realize that suppression encircles full mould and pours work by coordinating with upset end mould, contraction type Central drain mould,
Complete arc closed loop is formed it into, thoroughly realizes the construction requirement in tunnel, makes its mechanical property splendid, and due to monoblock type
The weight of inverted arch template 8 is big, and in construction, it is walked in fourth line by controlling organization control walking and constructed on rail, and this programme saves
Power and the construction technology and efficiency for improving inverted arch.
Embodiment six, substantially as shown in accompanying drawing 11 and accompanying drawing 12, and differing only in for embodiment three, in addition to can walk
Outside self-propelled trestle 3, and the monoblock type inverted arch template 8 controlled by controlling organization, monoblock type inverted arch masterplate also include upset
Mould and contraction type Central drain mould are held, self-propelled trestle 3 is provided with the fourth line walked for monoblock type inverted arch template 8 and walks rail, from
Line trestle 3 and monoblock type inverted arch masterplate are detachably connected.
Because existing inverted arch template typically only has side mould, the inverted arch after being molded only has both ends curved, and interposition is mixed
Solidifying soil gravity flow plane, it is the combination of diverse location inverted arch, it is impossible to inverted arch, arch wall and abutment wall is formed a complete arc and closes
Ring, and wasted time and energy when installation inverted arch template and side mould, the setting of the present apparatus can realize the disposable lining cutting shaping of inverted arch, whole
Body formula inverted arch template 8 can realize that suppression encircles full mould and pours work by coordinating with upset end mould, contraction type Central drain mould,
Complete arc closed loop is formed it into, thoroughly realizes the construction requirement in tunnel, makes its mechanical property splendid, and due to monoblock type
The weight of inverted arch template 8 is big, and in construction, it is walked in fourth line by controlling organization control walking and constructed on rail, and this programme saves
Power and the construction technology and efficiency for improving inverted arch.
In the utility model, face and two lined steel muscle and the distance of face and inverted arch are all in accordance with constructing tunnel standard
Carry out, size of the present utility model is specifically set according to different condition of construction.
The setting of this programme, when carrying out track construction, fitness is strong, and can be carried out on same comprehensive stand
Tunnel excavation, bow member installation, two lined steel muscle colligations and splash guard are plated in the construction working of integration, and process operation is simple, process
Between cooperate it is close, after the completion of previous item process, it is not necessary to which disassembly and assembly is constructed apparatus, is and then directly carried out down
The construction working of one process, dramatically saves on the time, improve efficiency.
The general knowledge such as known concrete structure and characteristic does not describe excessively herein in scheme.It should be pointed out that for this area
Technical staff for, on the premise of the utility model structure is not departed from, several modifications and improvements can also be made, these
The scope of protection of the utility model should be considered as, these are all without the practicality for influenceing effect and patent that the utility model is implemented
Property.The scope of protection required by this application should be based on the content of the claims, the note such as embodiment in specification
Carry the content that can be used for explaining claim.
Claims (10)
1. constructing tunnel integrates chassis, including controlling organization, it is characterised in that the track that also includes being laid on tunnel internal and by
The controlling organization control, and the constructing tunnel synthesis chassis body for walking in orbit, the constructing tunnel integrate chassis sheet
Body includes the two lining reinforcement trolleys and earth water-proof plate chassis set gradually from tunnel face to face, two lining reinforcement trolleys and
Self-propelled trestle is provided with inside earth water-proof plate chassis and is provided from the first walking rail of line trestle walking, the self-propelled stack
Bridge front lower portion is provided with the first pedrail bearing, and the self-propelled trestle and the first pedrail bearing are by controlling organization control
System.
2. constructing tunnel according to claim 1 integrates chassis, it is characterised in that is also walked including at least one certainly
Translating trolleys on line trestle, the self-propelled trestle are provided with the second walking rail for translating trolleys walking, the translation
Small car bottom is provided with rail wheel, and the translating trolleys are provided with the lifting working platform by controlling organization control, self-balancing
Device, drilling-hole positioning device, anchor rod locating device, impact gun positioner and manipulator.
3. constructing tunnel according to claim 2 integrates chassis, it is characterised in that also includes walking in self-propelled trestle
Excavation and bow member the installation trolley track in portion, the self-propelled trestle inside is provided with slides for excavation and bow member installation trolley track
The second track, the third line that excavation and bow member the installation trolley track is provided with for translating trolleys walking walks rail, described flat
Moving dolly can walk to walk on rail in the third line, and excavation and bow member the installation trolley track front lower portion is provided with the second pedrail
Bearing, excavation and bow member the installation trolley track and the second pedrail bearing control by controlling organization.
4. the constructing tunnel synthesis chassis according to claim any one of 1-3, it is characterised in that also include to walk certainly
Outside line trestle, and the monoblock type inverted arch template controlled by controlling organization, the self-propelled trestle are provided with and faced upward for monoblock type
The fourth line of arch template walking walks rail.
5. the constructing tunnel synthesis chassis according to Claims 2 or 3, it is characterised in that the translating trolleys profile is imitative
The arc of tunnel vault cambered design.
6. constructing tunnel according to claim 4 integrates chassis, it is characterised in that the monoblock type inverted arch masterplate also includes
Upset end mould and contraction type Central drain mould.
7. constructing tunnel according to claim 4 integrates chassis, it is characterised in that the self-propelled trestle and monoblock type are faced upward
Arch masterplate is detachably connected.
8. constructing tunnel according to claim 1 integrates chassis, it is characterised in that the earth water-proof plate chassis includes
Walking dolly and driving walking dolly of the arc walking track, walking that imitative arched tunnel is set on arc walking track
The electronic capstan of the bitubular, the electronic capstan connection control mechanism of the bitubular, the walking dolly bottom is provided with road wheel.
9. constructing tunnel according to claim 1 integrates chassis, it is characterised in that the road wheel is three-dimensional wheel, described
Walking track is arc pipe.
10. constructing tunnel according to claim 1 integrates chassis, it is characterised in that the two linings reinforcement trolley includes volume
Raise machine, be arranged on arch steel container, the neck and ring that are located at reinforcing bar container in of the two lining reinforcement trolleys close to tunnel face one end
To reinforcing bar lifting body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720916429.4U CN207144954U (en) | 2017-07-26 | 2017-07-26 | Constructing tunnel integrates chassis |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720916429.4U CN207144954U (en) | 2017-07-26 | 2017-07-26 | Constructing tunnel integrates chassis |
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| CN207144954U true CN207144954U (en) | 2018-03-27 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107269299A (en) * | 2017-07-26 | 2017-10-20 | 龚岗 | Constructing tunnel integrates chassis |
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2017
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107269299A (en) * | 2017-07-26 | 2017-10-20 | 龚岗 | Constructing tunnel integrates chassis |
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