CN110374640A - Pipe jacking tunnel head stops husky antipriming into hole - Google Patents
Pipe jacking tunnel head stops husky antipriming into hole Download PDFInfo
- Publication number
- CN110374640A CN110374640A CN201910762758.1A CN201910762758A CN110374640A CN 110374640 A CN110374640 A CN 110374640A CN 201910762758 A CN201910762758 A CN 201910762758A CN 110374640 A CN110374640 A CN 110374640A
- Authority
- CN
- China
- Prior art keywords
- iron plate
- annular iron
- hole
- husky
- antipriming
- 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.)
- Granted
Links
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 98
- 229910052742 iron Inorganic materials 0.000 claims abstract description 49
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 239000004576 sand Substances 0.000 claims abstract description 9
- 238000009434 installation Methods 0.000 claims abstract description 3
- 238000007789 sealing Methods 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000000903 blocking effect Effects 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 3
- 239000010985 leather Substances 0.000 claims 1
- 239000002689 soil Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 230000005641 tunneling 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
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The present invention relates to a kind of pipe jacking tunnel heads to stop husky antipriming into hole, with a wall bushing, the wall bushing inner wall welds a ring shape iron plate, annular cord rubber slab is set on the annular iron plate front end face, it can reinforce the sealing performance of annular iron plate Yu development machine shell, effectively water, sand boil be prevented to enter received well;The annular iron plate rear end face installation rubber moccasin pipe or air bag, supporting role when for the deformation of annular iron plate, can hold out against iron plate when annular iron plate is pressurized, make the better tightness of annular iron plate, cord rubber slab and development machine shell.Pipe jacking tunnel head of the invention stops husky antipriming into hole, when can solve push pipe or shield, prevents Wai Shui, is husky during development machine is into hole, the gap between development machine and hole circle pours in received well.
Description
Technical field
The present invention relates to a kind of pipe jacking tunnel heads to stop husky antipriming into hole, especially a kind of to prevent Wai Shui, Sha
For development machine into during hole, the gap between development machine and hole circle pours in the device in received well.
Background technique
The Oujiang River (one of strong tide area, China) tidal range is big, and push pipe is mud silty sand ground soil into hole soil layer, and soil layer contains height
Artesian water, simultaneously because push pipe well is formed by stretching steel sheet pile enclosure, and leak is serious;Push pipe exists very into hole with this condition
Big construction risk is also very high to construction management and technical requirements.Therefore, it is necessary to design a kind of pipe jacking tunnel head to stop into hole
Husky antipriming.
Summary of the invention
The present invention is to provide for a kind of pipe jacking tunnel head and stops husky antipriming into hole, for preventing Wai Shui, husky tunneling
Into during hole, the gap between development machine and hole circle pours in received well machine.
To solve the above problems, the technical scheme is that a kind of pipe jacking tunnel head stops husky antipriming, tool into hole
There is a wall bushing, the wall bushing inner wall welds a ring shape iron plate, annular is arranged on the annular iron plate front end face
Cord rubber slab can reinforce the sealing performance of annular iron plate Yu development machine shell, effectively water, sand boil be prevented to enter received well;Institute
Annular iron plate rear end face installation rubber moccasin pipe or air bag are stated, supporting role when for the deformation of annular iron plate can be in annular iron
Piece holds out against iron plate when being pressurized, and makes the better tightness of annular iron plate, cord rubber slab and development machine shell.
Further, the annular iron plate has certain bending property, when push pipe head passes through annular iron plate, annular iron
Piece is closely attached to development machine outer wall after being squeezed by development machine, play the role of water blocking, sand.
Further, the wall bushing is made of steel plate, and the annular iron plate is welded on wall bushing center.
Further, the annular iron plate internal diameter is slightly less than push-bench shell;The annular cord rubber slab internal diameter is slightly less than
Annular iron plate internal diameter.
Further, it is equipped with positioning plate behind the rubber moccasin pipe or air bag, positioning plate is welded on wall bushing, passes through
Positioning plate plays the role of positioning, it can be ensured that when push-bench is into hole, annular iron plate, cord rubber slab, rubber moccasin pipe or air bag it is steady
It is qualitative.
Further, fixed plate is welded with behind the positioning plate, fixed plate is using set square and positioning plate composition positioning knot
Structure, and be welded on wall bushing, the stability of antipriming described in set square and wall bushing, positioning plate link enhancement.
The beneficial effects of the present invention are:
Pipe jacking tunnel head of the invention stops husky antipriming into hole, when can solve push pipe or shield, prevent outer water,
During development machine is into hole, the gap between development machine and hole circle pours in received well sand.
Detailed description of the invention
Fig. 1, which is pipe jacking tunnel head of the invention, stops husky antipriming structural schematic diagram into hole;
Fig. 2 is that the pipe jacking tunnel head of invention stops husky antipriming operation schematic diagram into hole.
Specific embodiment
The present invention is further illustrated with embodiment with reference to the accompanying drawing.
As shown in figures 1 and 2, pipe jacking tunnel head of the invention stops husky antipriming into hole, by wall bushing 1, annular iron plate
2, cord rubber slab 3, rubber moccasin pipe or air bag 4, positioning plate 5 form.Wall bushing 1 is made of steel plate, in wall bushing 1
One ring shape iron plate 2 of center weld, annular iron plate 2 have certain bending property, and internal diameter is slightly less than push-bench shell, annular iron
Annular cord rubber slab 3 is installed simultaneously before piece 2, annular 3 internal diameter of cord rubber slab is slightly less than annular 2 internal diameter of iron plate, and the two is being pushed up
It is closely attached on development machine outer wall 7 after being squeezed when pipe is into hole by development machine, plays the role of water blocking, sand block;Rubber is installed after annular iron plate 2
Glue moccasin pipe or air bag 4 play supporting role when annular iron plate 2 deforms, can hold out against annular iron plate 2 when annular iron plate 2 is pressurized,
Make the better tightness of annular iron plate 2, annular cord rubber slab 3 and push-bench shell;It is fixed to weld after rubber moccasin pipe or air bag 4
Position plate 5 play the role of positioning, positioning plate 5 is welded on wall bushing 1, is played the role of positioning by positioning plate 5, it can be ensured that push-bench into
When hole, the stability of annular iron plate 2, cord rubber slab 3, rubber moccasin pipe or air bag 4;Water burst occurs suddenly when if push pipe is into hole
Gush sand;The device can live husky, water blocking, it is ensured that safety of the push pipe into hole.
Fixed plate 6 is welded with behind positioning plate 5, fixed plate 6 forms location structure using set square and positioning plate 5, and welds
It connects on wall bushing 1, the stability of antipriming described in set square and wall bushing 1,5 link enhancement of positioning plate.
Application implementation example of the present invention
Engineering is Wenzhou City's Sewage Treatment Plant river pipe river improvement project, and received well is leaked in the borehole wall by Larsen steel sheet pile enclosure
Water spot is more, and hole nearby has water burst to gush husky phenomenon, and hole water pressure is very big.Therefore, using a kind of pipe jacking tunnel head
Stop husky antipriming into hole, as shown in Fig. 2, antipriming keeps tightly being close to push pipe head, reaches when push-bench is into hole
Hole hermetic seal stops husky effect.
The above embodiment of the present invention be only to clearly illustrate example of the present invention, and not be to the present invention
Embodiment restriction.For those of ordinary skill in the art, it can also make on the basis of the above description
The variation of other shapes and size.There is no necessity and possibility to exhaust all the enbodiments.
Claims (6)
1. a kind of pipe jacking tunnel head stops husky antipriming into hole, there is a wall bushing, it is characterised in that: the set through walls
Inside pipe wall welds a ring shape iron plate, and annular cord rubber slab is arranged on the annular iron plate front end face, can reinforce annular iron plate
With the sealing performance of development machine shell, effectively water, sand boil is prevented to enter received well;The annular iron plate rear end face installation rubber is soft
Leather hose or air bag, supporting role when for the deformation of annular iron plate, can hold out against iron plate when annular iron plate is pressurized, make annular iron
The better tightness of piece, cord rubber slab and development machine shell.
2. pipe jacking tunnel head according to claim 1 stops husky antipriming into hole, it is characterised in that: the annular iron plate
With certain bending property, when push pipe head passes through annular iron plate, annular iron plate is closely attached to driving after being squeezed by development machine
Machine outer wall plays the role of water blocking, sand.
3. pipe jacking tunnel head according to claim 1 stops husky antipriming into hole, it is characterised in that: the wall bushing
It is made of steel plate, the annular iron plate is welded on wall bushing center.
4. pipe jacking tunnel head according to claim 1 stops husky antipriming into hole, it is characterised in that: the annular iron plate
Internal diameter is slightly less than push-bench shell;The annular cord rubber slab internal diameter is slightly less than annular iron plate internal diameter.
5. pipe jacking tunnel head according to claim 1 stops husky antipriming into hole, it is characterised in that: the rubber moccasin
Positioning plate is equipped with behind pipe or air bag, positioning plate is welded on wall bushing, plays the role of positioning by positioning plate, it can be ensured that push pipe
When machine is into hole, the stability of annular iron plate, cord rubber slab, rubber moccasin pipe or air bag.
6. pipe jacking tunnel head according to claim 5 stops husky antipriming into hole, it is characterised in that: after the positioning plate
Face is welded with fixed plate, and fixed plate forms location structure using set square and positioning plate, and is welded on wall bushing, set square
With the stability of antipriming described in wall bushing, positioning plate link enhancement.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910762758.1A CN110374640B (en) | 2019-08-19 | 2019-08-19 | Sand-stopping and water-stopping device for head of pipe-jacking tunnel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910762758.1A CN110374640B (en) | 2019-08-19 | 2019-08-19 | Sand-stopping and water-stopping device for head of pipe-jacking tunnel |
Publications (2)
Publication Number | Publication Date |
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CN110374640A true CN110374640A (en) | 2019-10-25 |
CN110374640B CN110374640B (en) | 2021-07-30 |
Family
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Application Number | Title | Priority Date | Filing Date |
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CN201910762758.1A Active CN110374640B (en) | 2019-08-19 | 2019-08-19 | Sand-stopping and water-stopping device for head of pipe-jacking tunnel |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111828094A (en) * | 2020-06-30 | 2020-10-27 | 上海大学 | Deep-buried earth pressure balance shield hole-entering double-air-bag sealing device and sealing method thereof |
CN111878126A (en) * | 2020-08-06 | 2020-11-03 | 上海市基础工程集团有限公司 | Combined water stop system for hole outlet of pipe jacking well |
CN111980713A (en) * | 2020-07-30 | 2020-11-24 | 中铁十四局集团隧道工程有限公司 | Shield starting sealing device and method |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111828094A (en) * | 2020-06-30 | 2020-10-27 | 上海大学 | Deep-buried earth pressure balance shield hole-entering double-air-bag sealing device and sealing method thereof |
CN111980713A (en) * | 2020-07-30 | 2020-11-24 | 中铁十四局集团隧道工程有限公司 | Shield starting sealing device and method |
CN111878126A (en) * | 2020-08-06 | 2020-11-03 | 上海市基础工程集团有限公司 | Combined water stop system for hole outlet of pipe jacking well |
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