CN207761671U - A kind of girder formula built tunnel piping equipment - Google Patents
A kind of girder formula built tunnel piping equipment Download PDFInfo
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- CN207761671U CN207761671U CN201820102505.2U CN201820102505U CN207761671U CN 207761671 U CN207761671 U CN 207761671U CN 201820102505 U CN201820102505 U CN 201820102505U CN 207761671 U CN207761671 U CN 207761671U
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- girder
- trolley
- back brace
- boots
- piping equipment
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Abstract
The utility model proposes a kind of girder formula built tunnel piping equipment, solves unstable quality when traditional mould builds method to tunnel progress secondary lining, the slow problem of speed of application, including lining and girder at the beginning of tunnel, center at the beginning of girder is located at tunnel inside lining, boots group is supportted before being disposed with from left to right on girder, back brace boots group and lifting Athey wheel, the rear portion of back brace boots group is provided with duct piece assembling machine, one end of back brace boots group articulated connection beam, the other end of tie-beam is hinged slip casting trolley, slip casting trolley is hinged with note beans gravel trolley, note beans gravel trolley is hinged with master control trolley, the lower part of tie-beam and slip casting trolley is provided with section of jurisdiction handling component, the section of jurisdiction for being transported to equipment is hoisted to duct piece assembling machine position by the utility model by section of jurisdiction handling component, ring pipe sheet assembling process is completed by duct piece assembling machine.
Description
Technical field
The utility model is related to constructing tunnel equipment, particularly relate to a kind of girder formula built tunnel piping equipment.
Background technology
Constructing tunnel field at present, shallow burial hidden digging construction are the main method of constructing tunnel, and are carried out at present to tunnel
The main main construction method of secondary lining is that concrete mould builds method, and when mould builds method construction, then Schaltisch is used in first assembling reinforcement
Vehicle poured in place concrete, the method construction must wait for concrete setting to meet tunnel intensity requirement and can just demould, construction effect
Rate is low and the concrete that pours is influenced by environment and constructing operation proficiency, leads to tunnel double-lining unstable quality, vault
The problems such as coming to nothing, seeping water is commonplace.
Invention content
The utility model proposes a kind of girder formula built tunnel piping equipment, solve traditional mould and build method to tunnel progress two
Unstable quality, speed of application slow problem when secondary lining cutting.
What the technical solution of the utility model was realized in：
A kind of girder formula built tunnel piping equipment, including tunnel just serves as a contrast and girder, at the beginning of girder is located at tunnel inside lining
Center, support boots group, back brace boots group and lifting Athey wheel before being disposed with from left to right on girder, the rear portion setting of back brace boots group
There are duct piece assembling machine, the other end of one end of back brace boots group articulated connection beam, tie-beam to be hinged slip casting trolley, slip casting trolley is hinged
There are note beans gravel trolley, note beans gravel trolley to be hinged with master control trolley, the lower part of tie-beam and slip casting trolley is provided with section of jurisdiction and hangs
Transport component.
Before described hinged cylinder is provided between support boots group and back brace boots group.
Support boots group is made of preceding mounting bracket, preceding support boots, Athey wheel I before described.
There are three preceding support boots for setting on upper, left and right three directions of the preceding mounting bracket, and the lower part of preceding mounting bracket passes through shoe
Belt wheel supporting leg connecting band track wheel I.
The back brace boots group is made of rear mounting bracket and back brace boots.
Stretching, extension protection canopy is provided with after described on mounting bracket, stretching, extension protection canopy includes telescopic component, and telescopic component connection is anti-
Protect canopy.
The lifting Athey wheel includes lifting component, lifting component connecting band track wheel II.
One end of the back brace boots group connection propulsion cylinder, the other end of propulsion cylinder act on section of jurisdiction.
The section of jurisdiction for being transported to equipment is hoisted to duct piece assembling machine position by the utility model by section of jurisdiction handling component, by section of jurisdiction
Assembling machine completes ring pipe sheet assembling process；Preceding support boots group and back brace boots group coordinated realize equipment stepping, slip casting trolley, note beans
The cooperative systems such as gravel trolley complete the filling in two bushing pipe piece rear wall gaps, complete tunnel support；The utility model is equipped with crawler belt
Wheel I and Athey wheel II and Athey wheel I and Athey wheel II be driving wheel, it can be achieved that equipment flexible transition.
Description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, other drawings may also be obtained based on these drawings.
Fig. 1 is the complete machine structure schematic diagram of the utility model；
Fig. 2 is the schematic diagram under Athey wheel II lifting status；
Fig. 3 is that Athey wheel II falls schematic diagram under state；
Fig. 4 is the schematic diagram that equipment is walked in section of jurisdiction；
Fig. 5 is A-A sectional views of Fig. 1；
Fig. 6 is B-B sectional views of Fig. 1；
Fig. 7 is C-C sectional views of Fig. 1；
Fig. 8 is D-D sectional views of Fig. 1.
In figure：The tunnels 1- just serve as a contrast, 2- girders, and boots group is supportted before 3-, and 4- is hinged cylinder, 5- back brace boots groups, and 6- stretches protection canopy, 7-
Propulsion cylinder, 8- duct piece assembling machines, 9- are lifted Athey wheel, 10- tie-beams, the sections of jurisdiction 11- handling component, 12- slip casting trolleys, 13- notes
Beans gravel trolley, 14- master control trolleys, mounting bracket before 3.1- support boots before 3.2-, mounting bracket after 3.3- Athey wheels I, 5.1-, 5.2-
Back brace boots, 6.1- protection canopies, 6.2- telescopic components, 9.1- are lifted component, 9.2- Athey wheels II.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are not under the premise of making the creative labor
The every other embodiment obtained, shall fall within the protection scope of the present invention.
As shown in Fig. 1-8, the utility model embodiment provides a kind of girder formula built tunnel piping equipment, including tunnel
Road just serves as a contrast 1 and girder 2, and girder 2 serves as a contrast the center inside 1, boots group is supportted before being disposed with from left to right on girder 2 at the beginning of being located at tunnel
3, back brace boots group 5 and lifting Athey wheel 9, preceding support boots group 3 can be to be oriented to slide with girder 2, and back brace boots group 5 is fixedly mounted on girder
On 2, the rear portion of back brace boots group 5 is provided with duct piece assembling machine 8, and back brace boots group 5 is articulated and connected one end of beam 10, tie-beam 10 it is another
One end is hinged slip casting trolley 12, and slip casting trolley 12 is hinged with note beans gravel trolley 13, and note beans gravel trolley 13 is hinged with master station
The lower part of vehicle 14, tie-beam 10 and slip casting trolley 12 is provided with section of jurisdiction handling component 11.
Before described hinged cylinder 4 is provided between support boots group 3 and back brace boots group 5.
Support boots group 3 is made of preceding mounting bracket 3.1, preceding support boots 3.2, Athey wheel I3.3 before described.
Setting is there are three preceding support boots 3.2 on upper, left and right three directions of the preceding mounting bracket 3.1, support boots 3.2 before three
It can stretch out on the side wall in upper, left and right three directions for being supported on tunnel liner, the lower part of preceding mounting bracket 3.1 passes through crawler belt
Supporting leg connecting band track wheel I3.3 is taken turns, Athey wheel supporting leg can stretch out so that Athey wheel I3.3 is supported on the bottom of tunnel liner, and three
Support boots 3.2 and Athey wheel 3.3 are supported on the inner wall of tunnel liner before a can provide stable support for equipment, preceding support boots group 3
It can be slid with girder 2 to be oriented under the action of hinged cylinder 4.
The back brace boots group 5 is made of rear mounting bracket 5.1 and back brace boots 5.2, and back brace boots 5.2 are provided with nine groups, are distributed in
The surrounding of mounting bracket 5.1 afterwards.
Stretching, extension protection canopy 6 is provided with after described on mounting bracket 5.1, stretching, extension protection canopy 6 includes telescopic component 6.2, group of stretching
Part 6.2 connects protection canopy 6.1, and protection canopy 6.1 can be stretched or be shunk under the action of telescopic component 6.2, and protection canopy 6.1 stretches
Open rear inner wall shape it is consistent with section of jurisdiction outer wall shape and be slightly larger than section of jurisdiction outer wall, ensure supporting effect；When carrying out pipe sheet assembling,
Protection canopy 6.1 can be anti-when carrying out beans gravel pack after to section of jurisdiction wall or slurries are filled to spelling section of jurisdiction offer support platform
Shield canopy 6.1 can play a degree of sealing function, prevent beans gravel or slurries from overflowing.
The lifting Athey wheel 9 includes lifting component 9.1, lifting component connecting band track wheel II9.2, and Athey wheel II9.2 exists
Realization is lifted or declines under the action of being lifted component 9.1, and in section of jurisdiction, Athey wheel II9.2 is lifted during handling, is section of jurisdiction handling
Enough spaces are conceded with ajusting, remaining time, Athey wheel II9.2 was down to section of jurisdiction inner wall, and stable support is provided for equipment.
The back brace boots group 5 connects one end of propulsion cylinder 7, and the other end of propulsion cylinder 7 acts on section of jurisdiction.
A kind of lining methods of girder formula built tunnel piping equipment, include the following steps：
Step 1：Start master control trolley 14；
Step 2：The stretching of back brace boots 5.2 holds out against tunnel and just serves as a contrast 1；
Step 3：Lifting component 9.1 controls Athey wheel II9.2 and lifts, and section of jurisdiction handling component 11 is by section of jurisdiction from slip casting trolley
12 rears are hoisted to the crawl position of duct piece assembling machine 8；
Step 4：After the completion of the handling of section of jurisdiction, lifting component 9.1 controls Athey wheel II9.2 and declines, until Athey wheel II9.2
It is supported on section of jurisdiction inner wall；
Step 5：8 grasping pipe piece of duct piece assembling machine, the propulsion cylinder 7 of position to be assembled withdraw the space for vacateing section of jurisdiction placement,
Segment bolt is connected after pipe sheet assembling is good, the propulsion cylinder 7 of withdrawal stretches out again to be acted on section of jurisdiction；
Step 6：Repeat the assembly that step 3 completes an endless tube piece to step 5；
Step 7：Athey wheel supporting leg, which is shunk, drives Athey wheel I3.3 withdrawals, preceding support boots 3.2 to withdraw, and back brace boots 5.2 stretch out top
Tightly at the beginning of the tunnel on lining 1, support boots group 3 slides forward along girder 1 before hingedly cylinder 4 pushes at this time, Athey wheel I3.3 after the completion of sliding
Tunnel is held out against with the stretching of preceding support boots 3.2 and just serves as a contrast 1, and back brace boots 5.2 are withdrawn, and back brace boots group 5 is together with master under 7 impetus of propulsion cylinder
The components such as beam 1, slip casting trolley 12, note beans gravel trolley 13, master control trolley 14 move forward together, realize a hyposynchronization of whole set equipment
Into；
Step 8：Step 6 and step 7 are repeated, while beans gravel is carried out to gap after the assembled section of jurisdiction wall completed and is filled out
It fills and is filled with slurries, complete built tunnel piping.
The slip casting trolley 12, note beans gravel trolley 13 and master control trolley 14 of the utility model are towed with before equipment
Row completes section of jurisdiction supporting for gap filling beans gravel and slurries after the section of jurisdiction wall of suitable position；Master control trolley 14 provides for equipment
Power and control device action；After the completion of built tunnel piping, preceding support boots 3.2, Athey wheel I3.3, back brace boots 5.2 and protection
Canopy 6.1 is recoverable to section of jurisdiction internal diameter, and equipment is facilitated to walk in section of jurisdiction internal diameter under the driving of Athey wheel II9.2；Equipment
Need transition or return starting well when, equipment is walked under the driving of Athey wheel II9.2, by preceding support boots 3.2, Athey wheel I3.3,
Back brace boots 5.2 and protection canopy 6.1 are withdrawn, and reduce the appearance and size of equipment, are avoided wiping and be touched.
The utility model has girder to support；Preceding support boots group is by supportting boots, an Athey wheel supporting leg group before preceding mounting bracket, three groups
At wherein being supportted before three before boots are installed on mounting bracket, left and right three directions, Athey wheel supporting leg are mounted on preceding mounting bracket bottom；
Support boots group is made of rear mounting bracket and 9 groups of back brace boots, and 9 groups of support boots distribution situations refer to the figure on patent document；All support boots and
Running on wheels supporting leg can stretch and can be reduced in the section of jurisdiction spelled, and allow equipment from walking transition；Stretch protection canopy
Extensible withdrawal, and in the recoverable section of jurisdiction extremely spelled；Athey wheel I and Athey wheel II are driving wheel, equipment forward-reverse
When, it is walked on prefabricated platform by Athey wheel I and II support equipment of Athey wheel, equipment walking manner is crawler belt wheel drive.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection domain within.
Claims (8)
1. a kind of girder formula built tunnel piping equipment, including tunnel just serve as a contrast（1）And girder（2）, it is characterised in that：Girder（2）
It is just served as a contrast positioned at tunnel（1）Internal center, girder（2）On be disposed with from left to right before support boots group（3）, back brace boots group（5）
With lifting Athey wheel（9）, back brace boots group（5）Rear portion be provided with duct piece assembling machine（8）, back brace boots group（5）Be articulated and connected beam
（10）One end, tie-beam（10）The other end be hinged slip casting trolley（12）, slip casting trolley（12）It is hinged with note beans gravel trolley
（13）, note beans gravel trolley（13）It is hinged with master control trolley（14）, tie-beam（10）With slip casting trolley（12）Lower part be provided with
Section of jurisdiction handling component（11）.
2. a kind of girder formula built tunnel piping equipment according to claim 1, it is characterised in that：Boots group is supportted before described
（3）With back brace boots group（5）Between be provided with hinged cylinder（4）.
3. a kind of girder formula built tunnel piping equipment according to claim 1, it is characterised in that：Boots group is supportted before described
（3）By preceding mounting bracket（3.1）, preceding support boots（3.2）, Athey wheel I（3.3）Composition.
4. a kind of girder formula built tunnel piping equipment according to claim 3, it is characterised in that：The preceding mounting bracket
（3.1）Upper, left and right three directions on setting there are three preceding support boots（3.2）, preceding mounting bracket（3.1）Lower part pass through Athey wheel
Supporting leg connecting band track wheel I（3.3）.
5. a kind of girder formula built tunnel piping equipment according to claim 1, it is characterised in that：The back brace boots group
（5）By rear mounting bracket（5.1）With back brace boots（5.2）Composition.
6. a kind of girder formula built tunnel piping equipment according to claim 5, it is characterised in that：Mounting bracket after described
（5.1）On be provided with stretching, extension protection canopy（6）, stretch protection canopy（6）Including telescopic component（6.2）, telescopic component（6.2）Connection is anti-
Protect canopy（6.1）.
7. a kind of girder formula built tunnel piping equipment according to claim 1, it is characterised in that：The lifting Athey wheel
（9）Including being lifted component（9.1）, lifting component connecting band track wheel II（9.2）.
8. a kind of girder formula built tunnel piping equipment according to claim 1, it is characterised in that：The back brace boots group
（5）Connect propulsion cylinder（7）One end, propulsion cylinder（7）The other end act on section of jurisdiction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820102505.2U CN207761671U (en) | 2018-01-22 | 2018-01-22 | A kind of girder formula built tunnel piping equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820102505.2U CN207761671U (en) | 2018-01-22 | 2018-01-22 | A kind of girder formula built tunnel piping equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207761671U true CN207761671U (en) | 2018-08-24 |
Family
ID=63181268
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820102505.2U Active CN207761671U (en) | 2018-01-22 | 2018-01-22 | A kind of girder formula built tunnel piping equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207761671U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104835A (en) * | 2018-01-22 | 2018-06-01 | 中铁工程装备集团有限公司 | A kind of girder formula built tunnel piping equipment and lining methods |
| CN111425216A (en) * | 2020-04-09 | 2020-07-17 | 山东建筑大学 | Composite supporting structure, construction system and method |
-
2018
- 2018-01-22 CN CN201820102505.2U patent/CN207761671U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104835A (en) * | 2018-01-22 | 2018-06-01 | 中铁工程装备集团有限公司 | A kind of girder formula built tunnel piping equipment and lining methods |
| CN108104835B (en) * | 2018-01-22 | 2023-09-05 | 中铁工程装备集团有限公司 | Main beam type tunnel segment assembling equipment and lining method |
| CN111425216A (en) * | 2020-04-09 | 2020-07-17 | 山东建筑大学 | Composite supporting structure, construction system and method |
| CN111425216B (en) * | 2020-04-09 | 2021-07-30 | 山东建筑大学 | Composite supporting structure, construction system and method |
| US11739639B2 (en) | 2020-04-09 | 2023-08-29 | Shandong Jianzhu University | Composite support structure, construction system, and method |
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