CN108425687A - A kind of new energy constructing tunnel synthesis trolley - Google Patents
A kind of new energy constructing tunnel synthesis trolley Download PDFInfo
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- CN108425687A CN108425687A CN201810451949.1A CN201810451949A CN108425687A CN 108425687 A CN108425687 A CN 108425687A CN 201810451949 A CN201810451949 A CN 201810451949A CN 108425687 A CN108425687 A CN 108425687A
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- trolley
- arched door
- workbench
- new energy
- arch
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- 230000015572 biosynthetic process Effects 0.000 title claims description 6
- 238000003786 synthesis reaction Methods 0.000 title claims description 6
- 210000000056 organ Anatomy 0.000 claims abstract description 22
- 230000003028 elevating effect Effects 0.000 claims description 27
- 230000000694 effects Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 12
- 239000004746 geotextile Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000007664 blowing Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 230000001629 suppression Effects 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
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
-
- 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
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/381—Setting apparatus or devices
-
- 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
- E21D11/40—Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a kind of new energy constructing tunnels to integrate trolley, and structure includes：Two linings widen block, adhesion type arch, comprehensive organ, shoulder pole girder, post, lower boom, rectangle bearing, double crossbeams, whole arched door, two lining widens block and sets there are two and be uniformly tightly attached to whole arched door left and right ends altogether and using matching, the adhesion type arch horizontal nest is gap-matched in whole arched door outer ring and with comprehensive organ, the comprehensive organ is fixed on whole arched door upper end and with shoulder pole girder using mechanical connection vertically, the post sets there are two and is uniformly installed on lower boom upper end altogether, the lower boom is vertically fixed on post lower end and using flexible connection, it is relatively low that comprehensive organ of the present invention realizes engineering cost, trolley is perfused using concrete transfer pump vehicle, therefore the rigidity of trolley should especially be reinforced, keep door frame stress as small as possible, it prevents from running mould and door frame deformation.
Description
Technical field
The present invention relates to new energy constructing tunnel field, especially a kind of new energy constructing tunnel integrates trolley.
Background technology
China constructing tunnel engineering when being constructed, be usually all to carry out in the following order, 1, into before hole side,
Inverted arch is constructed；2, the construction of super-front large pipe shed；3, measurement and positioning unwrapping wire；4, it drills, blow out；5, it slags tap, beats anchor pole, peace arch
(supporting), concrete ejection (including just spray and fill spray)；6, advance anchor bolt (after pipe canopy section)；7, surveying setting-out；And V grades of country rocks
90 meters must not be more than away from face by requiring safe distance to be two lining concrete linings when excavation, and V grades of country rocks require two linings when excavating
Concrete lining must not be more than 70 meters away from face, and two lining concrete linings need to use two lined steel of equipment respectively away from face
Muscle trolley, earth water-proof plate trolley, trestle, excavation and arch install trolley, and face is because of construction process requirement such as three steps
Excavate or two bench excavations have excavate platform occupy or original construction method because suppression arch, earth water-proof plate, two lined steels
Muscle, two lining concrete lining speed not as good as a rate of advance it is fast, it is weak that working procedure is connected degree, so cause safe distance exceeded,
Construction safety cannot be guaranteed, tunnel structure is deformed because that cannot form closed loop in time, cause not being inconsistent the safety such as quality requirement and matter
Amount accident.
But the prior art is incomplete, when walking, is very inconvenient, and is susceptible to the damage of quick-fried mould or trolley deformation
Bad phenomenon, wherein manual operation, labor intensity is very big, has seriously affected working efficiency.
Invention content
In view of the deficienciess of the prior art, it is an object of the present invention to provide a kind of new energy constructing tunnels to integrate trolley, with
It is incomplete to solve the prior art, when walking, is very inconvenient, and is susceptible to the damage phenomenon of quick-fried mould or trolley deformation,
Middle manual operation, labor intensity is very big, the problem of having seriously affected working efficiency.
To achieve the goals above, the present invention is to realize by the following technical solutions：A kind of new energy constructing tunnel
Comprehensive trolley, structure include：Two linings widen block, adhesion type arch, comprehensive organ, shoulder pole girder, post, lower boom, rectangle
Bearing, double crossbeams, whole arched door, two lining widen block and set altogether there are two and be uniformly tightly attached to whole arched door left and right ends
And using matching, the adhesion type arch horizontal nest using gap is matched in whole arched door outer ring and with comprehensive organ
It closes, the comprehensive organ is fixed on whole arched door upper end and with shoulder pole girder using being mechanically connected vertically, and the post is total
If it is installed on there are two and uniformly lower boom upper end, the lower boom is vertically fixed on post lower end and is connected using activity
It connects, the post is conllinear with lower boom axle center, the rectangle bearing rectangular cross-section structure and is horizontally installed to whole arch
Door and is gap-matched left and right ends with adhesion type arch, double crossbeams be tightly attached to vertically whole arched door bottom end and
It is integrated, the entirety arched door, which is installed vertically on shoulder pole girder bottom end and is used with double crossbeams, to be matched, described comprehensive
Close mechanism by walking mechanism, pillow hold, column, bracing device, the first workbench, the second workbench, right track, adjustable silk
Thick stick, left track composition, the walking mechanism sets there are two and is uniformly installed on pillow and holds lower end and use mechanical connection altogether, described
Pillow, which is held, to be horizontally fixed on both ends inside column and is gap-matched, and the column rectangular cross-section structure and is horizontally installed to
First workbench left and right ends and using interference fit, the bracing device set altogether there are two and horizontal embedded first work
It platform interior both ends and is held with pillow using being flexibly connected, first workbench is conllinear with the second workbench axle center, institute
It states the second workbench and is fixed on the first workbench upper end vertically and with adjustable screw using mechanical connection, the right track
Be horizontally installed to left track right end and be gap-matched with adjustable screw, the adjustable screw be installed vertically on right track with
In the middle part of left track and using matching, the left track is conllinear with right track axle center.
Further, the walking mechanism is made of chassis, bolt, screw rod, the chassis rectangular cross-section structure and perpendicular
Directly be tightly attached to bolt bottom end and be gap-matched with screw rod, the bolt set altogether there are two and horizontal nest in screw rod outer ring
And using being threadedly coupled, the screw rod is vertically arranged to rest the head on to hold lower end and use and match.
Further, the pillow is held is made of longitudinal rod, transverse bar, link block, brace, and the screw rod is vertically arranged to indulge
It to bar lower end and is integrated, the transverse bar is vertically fixed on longitudinal rod top and with link block using matching
Close, the link block horizontal nest is in transverse bar outer ring and is gap-matched, the brace set altogether there are two and uniformly it is embedding
Enter inside longitudinal rod and using flexible connection.
Further, the bracing device is made of the first limited block, the second limited block, connecting rod, return spring, and described
One limited block is conllinear with the second limited block axle center, the second limited block rectangular cross-section structure and is vertically arranged to the first limit
Block upper end and be gap-matched, the connecting rod level through left end inside the second limited block and using interference fit,
The return spring sets there are two and is horizontally installed to brace side and welds together with connecting rod altogether.
Further, the right track by the first universal rod body, hydraulic cylinder, lifter group at first universal rod body
Rectangular cross-section structure and level are embedded in right end inside hydraulic cylinder and are flexibly connected with elevating lever use, and the hydraulic cylinder is vertical
It is fixed on the first workbench upper end and with elevating lever using being mechanically connected, the elevating lever is horizontally installed to the adjustable screw right side
It holds and uses and match.
Further, the adjustable screw is made of movable cabin, arch, widening, adjusting rod, and the movable cabin section is
Rectangular configuration and it is vertical be fixed on arch lower end and with widening using being interference fitted, the arch is total with movable cabin axle center
Line, the widening set altogether there are two and uniformly through inside arch and with movable cabin using being flexibly connected, the lifting
Bar is horizontally fixed on adjusting rod side and using mechanical connection.
Further, the left track by the second universal rod body, secondary hydraulic cylinder, secondary lifter group at described second is omnipotent
Rod piece is conllinear with the first limited block axle center, and the pair hydraulic cylinder is fixed on secondary elevating lever lower end and uses vertically to be matched, institute
It states secondary elevating lever and is embedded in secondary hydraulic cylinder inner upper end vertically and using interference fit.
Further, the comprehensive organ is horizontally fixed on inside adhesion type arch with whole arched door and uses phase
Cooperation.
Advantageous effect
The present invention provides a kind of scheme of new energy constructing tunnel synthesis trolley, punches, blows out and excavate slagging-off first,
Then outside hole or interior when having enough installation sites after entrance construction preparation, from tunnel face to face successively
In order from front to back by adhesion type arch, it carries out installation from outside to inside to combine, then by walking mechanism by adhesion type arch
From inside along the first walking rail automatic moving, after advancing to specific location, the transverse bar in comprehensive organ's internal structure stretches out
So that bracing device and the first workbench is supported on tunnel to match work with brace, carries out the construction working of inverted arch, and
Can control right track and then be carried out with left track using adjustable screw and prevented successively after the completion of inverted arch is constructed
The laying of water plate geotextiles and two lined steel muscle, the first universal rod body and the second universal rod body are in elevating lever and secondary elevating lever capstan
Under driving, walk on secondary hydraulic cylinder fluctuating orbit along hydraulic cylinder, to be unfolded its built-in geotextiles along Tunnel wall, spread
It applies, after completing mould geotextiles installation, repeats above-mentioned action and carry out being plated in for splash guard, it is relatively low to realize engineering cost, trolley
It is perfused using concrete transfer pump vehicle, therefore the rigidity of trolley should especially be reinforced, and keep door frame stress as small as possible, prevents from running mould and door frame
Deformation.
Description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other feature of the invention,
Objects and advantages will become more apparent upon：
Fig. 1 is the dimensional structure diagram that a kind of new energy constructing tunnel of the present invention integrates trolley.
Fig. 2 is comprehensive organ's internal structure schematic diagram of the present invention.
Fig. 3 is detailed construction schematic diagram inside the comprehensive organ of the present invention.
Fig. 4 is the A in Fig. 2.
Label in attached drawing be：Two linings widen block -1, adhesion type arch -2, comprehensive organ -3, shoulder pole girder -4, post -
5, lower boom -6, rectangle bearing -7, double crossbeams -8, whole arched door -9, walking mechanism -301, pillow hold -302, column -303, tiltedly
Support arrangement -304, the first workbench -305, the second workbench -306, right track -307, adjustable screw -308, left track -
309, chassis -3011, bolt -3012, screw rod -3013, longitudinal rod -3021, transverse bar -3022, link block -3023, brace -
3024, the first limited block -3041, the second limited block -3042, connecting rod -3043, return spring -3044, the first universal rod body -
3071, hydraulic cylinder -3072, elevating lever -3073, movable cabin -3081, arch -3082, widening -3083, adjusting rod -3084,
Two universal rod bodies -3091, secondary hydraulic cylinder -3092, secondary elevating lever -3093.
Specific implementation mode
To make the technical means, the creative features, the aims and the efficiencies achieved by the present invention be easy to understand, with reference to
The present invention is further elaborated in the drawings and specific embodiments.
- Fig. 4 is please referred to Fig.1, the present invention provides a kind of new energy constructing tunnel synthesis trolley, and structure includes：Two linings add
Wide piece 1, adhesion type arch 2, comprehensive organ 3, shoulder pole girder 4, post 5, lower boom 6, rectangle bearing 7, double crossbeams 8, whole arch
Shape door 9, two lining widen block 1 and set there are two and be uniformly tightly attached to 9 left and right ends of whole arched door altogether and using matching,
2 horizontal nest of adhesion type arch is gap-matched in 9 outer ring of whole arched door and with comprehensive organ 3, the synthesis
Mechanism 3 is fixed on 9 upper end of whole arched door and with shoulder pole girder 4 using being mechanically connected vertically, there are two the post 5 is set altogether
And it is uniformly installed on 6 upper end of lower boom, the lower boom 6 is vertically fixed on 5 lower end of post and using flexible connection, described
Post 5 is conllinear with 6 axle center of lower boom, 7 rectangular cross-section structure of rectangle bearing and to be horizontally installed to whole arched door 9 left
Right both ends and be gap-matched with adhesion type arch 2, double crossbeams 8 be tightly attached to vertically 9 bottom end of whole arched door and
It is integrated, the entirety arched door 9, which is installed vertically on 4 bottom end of shoulder pole girder and is used with double crossbeams 8, to be matched, described
Comprehensive organ 3 by walking mechanism 301, pillow hold 302, column 303, bracing device 304, the first workbench 305, second work it is flat
Platform 306, right track 307, adjustable screw 308, left track 309 form, and the walking mechanism 301 sets there are two and uniformly installs altogether
302 lower ends are held in pillow and using mechanical connection, the pillow holds 302 and is horizontally fixed between 303 inside both ends of column and use
Gap coordinates, and 303 rectangular cross-section structure of the column and is horizontally installed to 305 left and right ends of the first workbench and used
It is full of cooperation, the bracing device 304 sets there are two and horizontal embedded first workbench, 305 inside both ends and held with pillow altogether
302 using flexible connection, and first workbench 305 is conllinear with 306 axle center of the second workbench, second workbench
306 are fixed on 305 upper end of the first workbench and with adjustable screw 308 using mechanical connection, 307 water of the right track vertically
Safety is gap-matched loaded on 309 right end of left track and with adjustable screw 308, and the adjustable screw 308 is installed vertically on
For right track 307 with 309 middle part of left track and using matching, the left track 309 is conllinear with 307 axle center of right track, described
Walking mechanism 301 is made of chassis 3011, bolt 3012, screw rod 3013,3011 rectangular cross-section structure of the chassis and vertical
Be tightly attached to 3012 bottom end of bolt and be gap-matched with screw rod 3013, the bolt 3012 set altogether there are two and horizontal nest
In 3013 outer ring of screw rod and using being threadedly coupled, the screw rod 3013 is vertically arranged to pillow and holds 302 lower ends and using matching
It closes, the pillow holds 302 and is made of longitudinal rod 3021, transverse bar 3022, link block 3023, brace 3024, and the screw rod 3013 is perpendicular
It is directly installed on 3021 lower end of longitudinal rod and is integrated, the transverse bar 3022 is vertically fixed on 3021 top of longitudinal rod
And with link block 3023 using matching, 3023 horizontal nest of the link block is in 3022 outer ring of transverse bar and uses gap
Cooperation, the brace 3024 set there are two and are uniformly embedded into 3021 inside of longitudinal rod and altogether using flexible connection, the diagonal brace
Device 304 is made of the first limited block 3041, the second limited block 3042, connecting rod 3043, return spring 3044, first limit
Block 3041 is conllinear with 3042 axle center of the second limited block, 3042 rectangular cross-section structure of the second limited block and is vertically arranged to
It one limited block, 3041 upper end and is gap-matched, the connecting rod 3043 is horizontal through 3042 inside left end of the second limited block
And using interference fit, the return spring 3044 sets there are two and is horizontally installed to 3024 side of brace and and connecting rod altogether
3043 weld together, and the right track 307 is made of the first universal rod body 3071, hydraulic cylinder 3072, elevating lever 3073, described
First universal rod body, 3071 rectangular cross-section structure and level are embedded in 3072 inside right end of hydraulic cylinder and are adopted with elevating lever 3073
With flexible connection, the hydraulic cylinder 3072 is fixed on 305 upper end of the first workbench and uses machine with elevating lever 3073 vertically
Tool connects, and the elevating lever 3073 is horizontally installed to 308 right end of adjustable screw and uses match, the adjustable screw 308
It is made of movable cabin 3081, arch 3082, widening 3083, adjusting rod 3084,3081 rectangular cross-section structure of the movable cabin
And it is fixed on 3082 lower end of arch vertically and with widening 3083 using interference fit, the arch 3082 and movable cabin 3081
Axle center is conllinear, and the widening 3083 sets there are two and uniformly uses through the inside of arch 3082 and with movable cabin 3081 altogether
Flexible connection, the elevating lever 3073 are horizontally fixed on 3084 side of adjusting rod and using mechanical connection, the left tracks 309
It is made of the second universal rod body 3091, secondary hydraulic cylinder 3092, secondary elevating lever 3093, second universal rod body 3091 and first limits
Position 3041 axle center of block is conllinear, and the pair hydraulic cylinder 3092 is fixed on 3093 lower end of secondary elevating lever and uses vertically to be matched, institute
State embedded secondary 3092 inner upper end of hydraulic cylinder and using interference fit vertically of secondary elevating lever 3093, the comprehensive organ 3 with it is whole
Body arched door 9 is horizontally fixed on 2 inside of adhesion type arch and uses and matches.
Comprehensive organ 3 described in the present invention is the special equipment that must be used in constructing tunnel process secondary lining, is used for
To the construction of the concrete- liner of tunnel inner wall, concrete- liner trolley is the nonstandard product that secondary lining is indispensable during constructing tunnel,
Mainly there are simple lining trolley, all-hydraulic automatically walk lining trolley and netted lining trolley, full-hydraulic lining trolley again may be used
It is divided into side and roof arch formula, whole-circle needle beam type, bed die needle beam type, wholecircle traveling type etc., it is also universal in Hydraulic Tunnel and bridge construction
It uses and promotes sliding formwork, jacking sliding formwork and overmolded etc..
It is carried out in the present invention in use, slagging-off being punched, blowing out and excavating first, then when entrance construction beam worker is finished
Bi Hou, it is outside hole or interior when having enough installation sites, from tunnel face to face successively by adhesion type arch 2 in order in the past to
Afterwards, installation is carried out from outside to inside to combine, then adhesion type arch 2 is walked certainly by rail along first from inside by walking mechanism 301
Row movement, after advancing to specific location, the transverse bar 3022 in 3 internal structure of comprehensive organ is stretched to match with brace 3024
Closing work makes bracing device 304 and the first workbench 305 be supported on tunnel, carries out the construction working of inverted arch, and in inverted arch
Can control right track 307 and then be carried out with left track 309 using adjustable screw 308 and carry out successively after the completion of construction
The laying of splash guard geotextiles and two lined steel muscle, the first universal rod body 3071 and the second universal rod body 3091 are in elevating lever 3073
Under being driven with 3093 capstan of secondary elevating lever, walk on 3092 fluctuating orbit of secondary hydraulic cylinder along hydraulic cylinder 3072, thus will be in it
The geotextiles of dress are unfolded along Tunnel wall, are plated in, and after completing mould geotextiles installation, repeat the paving that above-mentioned action carries out splash guard
It applies, it is relatively low to realize engineering cost, and trolley is using the perfusion of concrete transfer pump vehicle, therefore the rigidity of trolley should especially be reinforced, and door frame is made
Stress is as small as possible, prevents from running mould and door frame deformation.
Problems solved by the invention is that the prior art is incomplete, and when walking is very inconvenient, and is susceptible to quick-fried mould
Or the damage phenomenon of trolley deformation, wherein manual operation, labor intensity is very big, has seriously affected working efficiency, and the present invention passes through
Above-mentioned component is combined with each other, and it is relatively low to realize engineering cost, and trolley is perfused using concrete transfer pump vehicle, therefore the rigidity of trolley is answered
Especially reinforce, keep door frame stress as small as possible, prevents from running mould and door frame deformation.
Position relationship described here only for illustration, is not considered as limiting the invention；It is above aobvious
Show and describe the basic principles, main features and the advantages of the invention, to those skilled in the art, shows
So invention is not limited to the details of the above exemplary embodiments, and without departing substantially from the present invention spirit or essential attributes the case where
Under, the present invention can be realized in other specific forms.The scope of the present invention is by appended claims rather than above description limits
It is fixed, it is intended that all changes that come within the meaning and range of equivalency of the claims are included within the present invention.No
Any reference numeral in claim should be considered as and be limited the claims involved.
Although this specification is described in terms of embodiments, but not each embodiment only includes an independent skill
Art scheme, this description of the specification is merely for the sake of clarity, and those skilled in the art should be using specification as one
A entirety, the technical solutions in the various embodiments may also be suitably combined, formed it will be appreciated by those skilled in the art that other
Embodiment.
Claims (8)
1. a kind of new energy constructing tunnel integrates trolley, structure includes：Two linings widen block (1), adhesion type arch (2), synthesis
Mechanism (3), shoulder pole girder (4), post (5), lower boom (6), rectangle bearing (7), double crossbeams (8), whole arched door (9),
It is characterized in that：
Two lining widens block (1) and sets there are two and be uniformly tightly attached to whole arched door (9) left and right ends altogether and using matching
It closing, adhesion type arch (2) horizontal nest is gap-matched in whole arched door (9) outer ring and with comprehensive organ (3),
The comprehensive organ (3) is fixed on whole arched door (9) upper end and with shoulder pole girder (4) using mechanical connection vertically, described small
Column (5) sets there are two and is uniformly installed on lower boom (6) upper end altogether, and the lower boom (6) is vertically fixed under post (5)
It holds and using flexible connection, the post (5) is conllinear with lower boom (6) axle center, rectangle bearing (7) rectangular cross-section
It structure and is horizontally installed to whole arched door (9) left and right ends and is gap-matched with adhesion type arch (2), it is described double big
Beam (8) is tightly attached to whole arched door (9) bottom end and is integrated vertically, and the entirety arched door (9) is installed vertically on
Shoulder pole girder (4) bottom end and with double crossbeams (8) using matching；
The comprehensive organ (3) holds (302), column (303), bracing device (304), the first work by walking mechanism (301), pillow
Platform (305), the second workbench (306), right track (307), adjustable screw (308), left track (309) composition, the row
Mechanism (301) is walked to set altogether there are two and be uniformly installed on that pillow holds (302) lower end and using mechanical connection, the pillow holds (302)
It is horizontally fixed on the internal both ends of column (303) and is gap-matched, column (303) rectangular cross-section structure and level
Be installed on the first workbench (305) left and right ends and using interference fit, the bracing device (304) set altogether there are two and
Level is embedded in the internal both ends of the first workbench (305) and holds (302) use with pillow and is flexibly connected, first workbench
(305) conllinear with the second workbench (306) axle center, second workbench (306) is fixed on the first workbench vertically
(305) upper end and with adjustable screw (308) using being mechanically connected, the right track (307) is horizontally installed to left track (309)
Right end and be gap-matched with adjustable screw (308), the adjustable screw (308) be installed vertically on right track (307) with
In the middle part of left track (309) and using matching, the left track (309) is conllinear with right track (307) axle center.
2. a kind of new energy constructing tunnel according to claim 1 integrates trolley, it is characterised in that：The walking mechanism
(301) it is made of chassis (3011), bolt (3012), screw rod (3013), chassis (3011) rectangular cross-section structure and perpendicular
Directly be tightly attached to bolt (3012) bottom end and be gap-matched with screw rod (3013), the bolt (3012) set altogether there are two and
In screw rod (3013) outer ring and using being threadedly coupled, the screw rod (3013) is vertically arranged to pillow and holds under (302) horizontal nest
It holds and uses and match.
3. a kind of new energy constructing tunnel according to claim 1 or 2 integrates trolley, it is characterised in that：The pillow is held
(302) it is made of longitudinal rod (3021), transverse bar (3022), link block (3023), brace (3024), the screw rod (3013) is perpendicular
It is directly installed on longitudinal rod (3021) lower end and is integrated, the transverse bar (3022) is vertically fixed on longitudinal rod
(3021) top and with link block (3023) using matching, link block (3023) horizontal nest is in transverse bar (3022)
It outer ring and is gap-matched, the brace (3024) sets there are two altogether and to be uniformly embedded into longitudinal rod (3021) internal and adopt
With flexible connection.
4. a kind of new energy constructing tunnel according to claim 1 integrates trolley, it is characterised in that：The bracing device
(304) it is made of the first limited block (3041), the second limited block (3042), connecting rod (3043), return spring (3044), described
One limited block (3041) is conllinear with the second limited block (3042) axle center, the second limited block (3042) rectangular cross-section structure and
It is vertically arranged to the first limited block (3041) upper end and is gap-matched, the connecting rod (3043) is horizontal through the second limit
The internal left end of position block (3042) and using interference fit, the return spring (3044) sets there are two and is horizontally installed to tiltedly altogether
Bar (3024) side and weld together with connecting rod (3043).
5. a kind of new energy constructing tunnel according to claim 1 integrates trolley, it is characterised in that：The right track
(307) it is made of the first universal rod body (3071), hydraulic cylinder (3072), elevating lever (3073), first universal rod body
(3071) rectangular cross-section structure and the internal right end of horizontal embedded hydraulic cylinder (3072) and with elevating lever (3073) using activity
Connection, the hydraulic cylinder (3072) are fixed on the first workbench (305) upper end and use machine with elevating lever (3073) vertically
Tool connects, and the elevating lever (3073) is horizontally installed to adjustable screw (308) right end and uses match.
6. a kind of new energy constructing tunnel integrates trolley according to claim 1 or 5, it is characterised in that：The adjustable silk
Thick stick (308) is made of movable cabin (3081), arch (3082), widening (3083), adjusting rod (3084), the movable cabin
(3081) rectangular cross-section structure and be fixed on vertically arch (3082) lower end and with widening (3083) using be interference fitted,
The arch (3082) is conllinear with movable cabin (3081) axle center, the widening (3083) set altogether there are two and uniformly through arch
Using being flexibly connected inside frame (3082) and with movable cabin (3081), the elevating lever (3073) is horizontally fixed on adjusting rod
(3084) side and use mechanical connection.
7. a kind of new energy constructing tunnel according to claim 1 integrates trolley, it is characterised in that：The left track
(309) it is made of the second universal rod body (3091), secondary hydraulic cylinder (3092), secondary elevating lever (3093), second universal rod body
(3091) conllinear with the first limited block (3041) axle center, the pair hydraulic cylinder (3092) is fixed on vertically under secondary elevating lever (3093)
It holds and using matching, the pair elevating lever (3093) embedded secondary hydraulic cylinder (3092) inner upper end and uses interference vertically
Cooperation.
8. a kind of new energy constructing tunnel according to claim 1 integrates trolley, it is characterised in that：The comprehensive organ
(3) it is horizontally fixed on adhesion type arch (2) inside with whole arched door (9) and uses and matches.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810451949.1A CN108425687A (en) | 2018-05-12 | 2018-05-12 | A kind of new energy constructing tunnel synthesis trolley |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821531A (en) * | 2019-11-05 | 2020-02-21 | 杨均尧 | Automatic laying device for waterproof material in tunnel construction |
| CN112483138A (en) * | 2020-11-19 | 2021-03-12 | 河北建筑工程学院 | H-shaped large-section tunnel supporting device and supporting method thereof |
-
2018
- 2018-05-12 CN CN201810451949.1A patent/CN108425687A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821531A (en) * | 2019-11-05 | 2020-02-21 | 杨均尧 | Automatic laying device for waterproof material in tunnel construction |
| CN112483138A (en) * | 2020-11-19 | 2021-03-12 | 河北建筑工程学院 | H-shaped large-section tunnel supporting device and supporting method thereof |
| CN112483138B (en) * | 2020-11-19 | 2023-10-20 | 河北建筑工程学院 | H-shaped large-section tunnel supporting device and supporting method thereof |
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