CN204984436U - Tunnel lining equipment under horizontal alternating layers country rock geological conditions - Google Patents
Tunnel lining equipment under horizontal alternating layers country rock geological conditions Download PDFInfo
- Publication number
- CN204984436U CN204984436U CN201520456008.9U CN201520456008U CN204984436U CN 204984436 U CN204984436 U CN 204984436U CN 201520456008 U CN201520456008 U CN 201520456008U CN 204984436 U CN204984436 U CN 204984436U
- Authority
- CN
- China
- Prior art keywords
- support
- strut
- alternating layers
- equipment under
- tunnel lining
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000011435 rock Substances 0.000 title claims abstract description 10
- 239000004568 cement Substances 0.000 claims description 4
- 238000005086 pumping Methods 0.000 claims description 4
- 239000002002 slurry Substances 0.000 claims description 4
- 230000003993 interaction Effects 0.000 claims description 3
- 230000001360 synchronised effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 6
- 230000007547 defect Effects 0.000 abstract description 3
- 239000007788 liquid Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model belongs to the technical field of tunnel lining. A tunnel lining equipment under horizontal alternating layers country rock geological conditions, includes two parallel tracks, set up walking wheel on the track, walking bracket, ground engaging wheel's driving motor, set up that the support is strutted in lining cutting on walking bracket, the polylith arc backplate of answering with tunnel inner wall matched pair and set up and prop up backplate and lining cutting at the arc and strut the support cylinder between the support, the lining cutting strut the support and be how many fonts and lining cutting and strut the support bottom and be provided with the crossbeam, the crossbeam on be provided with slurrying bucket, thick liquid pump and pump sending pipeline. The utility model discloses overall structure reasonable in design, it is convenient stable swift to strut, can strut to each construction area section, can play the stable purpose of strutting during to the thick concrete placement of needs, and its whole stability of effectual assurance prevents that the section of jurisdiction warp the defect that leads to construction quality.
Description
Technical field
The utility model belongs to tunnel lining technical field, is specifically related to tunnel lining equipment under a kind of horizontal alternating layers wall rock geology condition.
Background technology
Tunnel lining is according to different geologic structures, there is very large difference in it, some stratum due to geology soft, in Bracing Process, sequence number carries out double-deck supporting, to lining segment carry out assembled after, also need to carry out thicker pouring concrete, but existing most of equipment is poured into a mould after being pipe sheet assembling, good prevention is not accomplished for the supporting in casting process, thus under causing section of jurisdiction compressive strain and cast uncompacted problem.
Utility model content
The purpose of this utility model is for above-mentioned Problems existing and deficiency, provides a kind of reasonable in design, tunnel lining equipment under the horizontal alternating layers wall rock geology condition that the good supporting of density is stable.
For achieving the above object, the technical scheme taked is:
Tunnel lining equipment under a kind of horizontal alternating layers wall rock geology condition, comprise two parallel orbits, road wheel be in orbit set, support cylinder that mobile roof support, the drive motors of ground-engaging wheel, the liner supporting support be arranged on mobile roof support mate corresponding polylith arc retaining-plate with tunnel inner wall and are arranged between arc retaining-plate and liner supporting support, described liner supporting support is a few font and liner supporting frame bottom is provided with crossbeam, described crossbeam is provided with cement slurry preparing barrel, slush pump and pumping line.
The described mobile roof support be positioned on two parallel orbits is provided with the drive motors of ground-engaging wheel, two described drive motors synchronous interactions.
Two support cylinders are at least provided with between described liner supporting support and each arc retaining-plate.
Adopt technique scheme, acquired beneficial effect is:
The utility model overall construction design is reasonable, supporting is convenient stable quick, can carry out supporting for each Work sectors, can play stable supporting object for needing during thicker pouring concrete, its whole stability of effective guarantee, prevents segment deformation from causing the defect of construction quality.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Sequence number in figure: 1 be track, 2 be road wheel, 3 be mobile roof support, 4 be drive motors, 5 be liner supporting support, 6 be arc retaining-plate, 7 be support cylinder, 8 be crossbeam, 9 be cement slurry preparing barrel, 10 be slush pump, 11 for pumping line.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is elaborated.
See Fig. 1, tunnel lining equipment under a kind of horizontal alternating layers wall rock geology condition of the utility model, comprise two parallel orbits 1, road wheel 2 is on path 1 set, mobile roof support 3, the drive motors 4 of ground-engaging wheel, be arranged on the liner supporting support 5 on mobile roof support, corresponding polylith arc retaining-plate 6 is mated with tunnel inner wall, and the support cylinder 7 be arranged between arc retaining-plate 6 and liner supporting support 5, described liner supporting support 5 is a few font and is provided with crossbeam 8 bottom liner supporting support 5, described crossbeam 8 is provided with cement slurry preparing barrel 9, slush pump 10 and pumping line 11.
The described mobile roof support 3 be positioned on two parallel orbits 1 is provided with the drive motors 4 of ground-engaging wheel 2, two described drive motors 4 synchronous interactions.
Two support cylinders 7 are at least provided with between described liner supporting support 5 and each arc retaining-plate 6.
The utility model overall construction design is reasonable, supporting is convenient stable quick, can carry out supporting for each Work sectors, can play stable supporting object for needing during thicker pouring concrete, its whole stability of effective guarantee, prevents segment deformation from causing the defect of construction quality.
Claims (3)
1. tunnel lining equipment under a horizontal alternating layers wall rock geology condition, it is characterized in that, comprise two parallel orbits, road wheel be in orbit set, support cylinder that mobile roof support, the drive motors of ground-engaging wheel, the liner supporting support be arranged on mobile roof support mate corresponding polylith arc retaining-plate with tunnel inner wall and are arranged between arc retaining-plate and liner supporting support, described liner supporting support is a few font and liner supporting frame bottom is provided with crossbeam, described crossbeam is provided with cement slurry preparing barrel, slush pump and pumping line.
2. tunnel lining equipment under horizontal alternating layers wall rock geology condition according to claim 1, is characterized in that, the described mobile roof support be positioned on two parallel orbits is provided with the drive motors of ground-engaging wheel, two described drive motors synchronous interactions.
3. tunnel lining equipment under horizontal alternating layers wall rock geology condition according to claim 1, is characterized in that, be at least provided with two support cylinders between described liner supporting support and each arc retaining-plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520456008.9U CN204984436U (en) | 2015-06-30 | 2015-06-30 | Tunnel lining equipment under horizontal alternating layers country rock geological conditions |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520456008.9U CN204984436U (en) | 2015-06-30 | 2015-06-30 | Tunnel lining equipment under horizontal alternating layers country rock geological conditions |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204984436U true CN204984436U (en) | 2016-01-20 |
Family
ID=55118815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520456008.9U Expired - Fee Related CN204984436U (en) | 2015-06-30 | 2015-06-30 | Tunnel lining equipment under horizontal alternating layers country rock geological conditions |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204984436U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979280A (en) * | 2018-08-30 | 2018-12-11 | 中国矿业大学 | Close hole Mine Roadway storage tank farm, oil storage method and construction method |
-
2015
- 2015-06-30 CN CN201520456008.9U patent/CN204984436U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979280A (en) * | 2018-08-30 | 2018-12-11 | 中国矿业大学 | Close hole Mine Roadway storage tank farm, oil storage method and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160120 Termination date: 20190630 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |