CN107100671A - A kind of pressure surface shape of tunnel rich water country rock, which drops down, draws drainage mechanism in adfluxion - Google Patents
A kind of pressure surface shape of tunnel rich water country rock, which drops down, draws drainage mechanism in adfluxion Download PDFInfo
- Publication number
- CN107100671A CN107100671A CN201710400305.5A CN201710400305A CN107100671A CN 107100671 A CN107100671 A CN 107100671A CN 201710400305 A CN201710400305 A CN 201710400305A CN 107100671 A CN107100671 A CN 107100671A
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- Prior art keywords
- tunnel
- surface shape
- aqueduct
- pressure surface
- water
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 79
- 239000011435 rock Substances 0.000 title claims abstract description 21
- 230000037452 priming Effects 0.000 claims abstract description 10
- 239000000835 fiber Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000006378 damage Effects 0.000 abstract description 19
- 239000004567 concrete Substances 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 8
- 239000012141 concentrate Substances 0.000 abstract description 4
- 230000002045 lasting effect Effects 0.000 abstract description 3
- 231100000241 scar Toxicity 0.000 abstract description 3
- 201000010099 disease Diseases 0.000 description 4
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000011378 shotcrete Substances 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000007865 diluting Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000010257 thawing Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (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 present invention disclose a kind of pressure surface shape of tunnel rich water country rock drop down in adfluxion draw drainage mechanism include tunnel surrounding, the pressure surface shape of the tunnel surrounding inwall, which drops down to be sticked along the short transverse in tunnel at stream, at least one aqueduct, priming hole is offered on aqueduct, pressure surface shape drop down stream place tunnel surrounding on covered with waterproof roll, aqueduct is located between waterproof roll and tunnel surrounding, the lower end of aqueduct, which is connected with, drops down water collecting mechanism, collect tunnel surrounding pressure surface shape using waterproof roll using the present invention and drop down at stream and drop down water, prevent that dropping down water penetrates into the first branch and two lining concretes in tunnel, the water that drops down collected is entered in aqueduct by priming hole and is discharged into and drops down in water collecting mechanism, that collects drops down water and can concentrate discharge tunnel, this set effectively increases the effect of tunnel scar water harnessing, and it is simple in construction, strong operability, cost is relatively low, anti- water damage effect is lasting, simultaneously tunnel in cold area water damage can be prevented to being propped up at the beginning of tunnel, two lining concretes produce freeze-thaw damage.
Description
Technical field
The present invention relates to tunnel drainage technical field, and in particular to a kind of pressure surface shape of tunnel rich water country rock, which is dropped down in adfluxion, to be drawn
Drainage mechanism.
Background technology
After rich water tunnel is excavated, the original seepage field of underground water is destroyed, tunnel turns into the new drain passage of underground water, from
And easily there is infiltration, water burst in tunnel tunnel face.Currently, tunnel water damage remains one of domestic outer tunnel Common Diseases, water
Harmful regulation is the technical barrier that domestic and international project interface is faced.Tunnel water damage harm is very big, no matter constructing or runing
It is open to traffic, all influences larger.In construction, rich water country rock has pressure surface planar trickling water to deteriorate tunnel construction environment, greatly hinders
Effective progress of preliminary bracing working procedure, while diluting gunite concrete, greatly reduces the intensity of preliminary bracing, very
To the formation seepage flow of supporting weak floor in the early stage breach, and then influence Second Lining Construction；Meanwhile, after tunnel operation is open to traffic,
Rich water country rock has pressure surface shape to drop down flowing water long-term aggregated, can reduce tunnel service life and tunnel in service life of equipment, deteriorate
Tunnel environment, influences traffic safety, adds operation maintenance cost；When running into severe wall rock geology condition, the effect of water
Surface collapse is easily caused, tunnel safety is influenceed.
In the extremely incident tunnel of these water damages, particularly high altitudes and cold highlight lines surrounding rock tunnel, country rock planar is dropped down
The relatively general weather of flowing water disease is more serious with wall rock condition, significantly impacts constructing tunnel and carries out in order and later stage operation peace
Entirely.In frigid plateau region country rock planar assemble water after thawing is circulated, at the beginning of tunnel branch, two lining concrete strengths cause compared with
Big influence, or even Local Cracking, can carry out great hidden danger to structure safety belt.
Currently the administering method on such disease, mostly adds insulation material, to prevent tunnel from enclosing in supporting in the early stage
The frost heave action produced in rock by water damage；Occur a large amount of planars when preliminary bracing and drop down flowing water disease, or ejectment of punchinging, or oozing
Splash guard, progress of the reduction water damage to preliminary bracing gunite concrete are fixed in water country rock face.But all there is construction effect in these methods
Rate is low, and cost is high, and can not effectively prevent influence of the water damage to later stage operation tunnel.How both efficiently to prevent water damage to construction
Influence, while can block influence of the water damage to later stage operation tunnel at the root of water damage again, the problem of be individual urgent need to resolve.
The content of the invention
To solve above technical problem, the present invention provides a kind of pressure surface shape of tunnel rich water country rock and drops down ejectment water dispenser in adfluxion
Structure.
Technical scheme is as follows：
A kind of pressure surface shape of tunnel rich water country rock, which drops down, draws drainage mechanism in adfluxion, its key is：, should including tunnel surrounding
The pressure surface shape of tunnel surrounding inwall drops down to be sticked to have along the short transverse in tunnel at stream to be opened at least one aqueduct, the aqueduct
Provided with priming hole, the pressure surface shape drop down stream place tunnel surrounding on covered with waterproof roll, the aqueduct is located at described
Between waterproof roll and the tunnel surrounding, the lower end of the aqueduct, which is connected with, drops down water collecting mechanism.Using above-mentioned technical side
Case, which is collected tunnel surrounding pressure surface shape using waterproof roll and dropped down at stream, drops down water, prevents from dropping down first branch and two lining concretes that water penetrates into tunnel
Interior, the water that drops down collected is entered in aqueduct by priming hole and is discharged into and drops down in water collecting mechanism, and collection drops down water and can concentrate discharge
Tunnel, this set effectively increases the effect of tunnel scar water harnessing, and simple in construction, and strong operability, cost is relatively low, waterproof
Evil effect is lasting, while can prevent tunnel in cold area water damage from producing freeze-thaw damages to branch, two lining concretes at the beginning of tunnel.
As preferred：The above-mentioned water collecting mechanism that drops down includes longitudinal drainage french drain, circle draining french drain and centre drain, institute
State length direction of the longitudinal drainage french drain along tunnel to set, width of the circle draining french drain along tunnel is set, described
Centre drain is located at the bottom in tunnel, and the lower end of the aqueduct is introduced in the longitudinal drainage french drain, the circle draining
One end of french drain is connected with the longitudinal drainage french drain, and the other end is connected with the centre drain.Using program aqueduct
Interior dropping down after water all flows into longitudinal drainage french drain enters dropping down in centre drain, centre drain through circle draining french drain again
Water can concentrate discharge tunnel by water pump.
Above-mentioned waterproof roll and aqueduct are clenched on the tunnel surrounding by rivet respectively.Using the design waterproof
Coiled material and aqueduct fix simple, solid and reliable, workable
Above-mentioned aqueduct is Permeable blind pipe, and the Inter-fiber voids of the Permeable blind pipe form the priming hole.Set using this
The spacing gap using Permeable blind pipe is counted permeable and water will be dropped down be fully incorporated in longitudinal drainage french drain, without starting diversion in addition
Hole.
Each pressure surface shape, which is dropped down at stream, is at least equipped with two Permeable blind pipes, is spaced between the adjacent Permeable blind pipe
1 meter.Ensure that the water that drops down that pressure surface shape is dropped down at stream is all effectively introduced in longitudinal drainage french drain using this design, prevent overflow from oozing
Leakage.
Beneficial effect：Using the beneficial effects of the invention are as follows collect tunnel surrounding pressure surface shape with waterproof roll to drop down dropping down at stream
Water, prevents from dropping down water and penetrates into the first branch and two lining concretes in tunnel, and the water that drops down collected is entered in aqueduct and is discharged into by priming hole and drops down
In water collecting mechanism, collection drops down water and can concentrate discharge tunnel, and this set effectively increases the effect of tunnel scar water harnessing,
And it is simple in construction, strong operability, cost is relatively low, and anti-water damage effect is lasting, while tunnel in cold area water damage can be prevented at the beginning of tunnel
Branch, two lining concretes produce freeze-thaw damage.
Brief description of the drawings
Fig. 1 is the structural representation of present invention when waterproof roll 3 rolls exposed portion aqueduct 2；
Fig. 2 is Fig. 1 A-A ' sectional views；
Fig. 3 is the enlarged drawing in b portions in Fig. 2.
Embodiment
With reference to embodiment and accompanying drawing, the invention will be further described.
As shown in Figure 1-Figure 3, a kind of pressure surface shape of tunnel rich water country rock, which drops down, draws drainage mechanism in adfluxion, including tunnel surrounding
1, the pressure surface shape of the inwall of tunnel surrounding 1, which drops down short transverses of a along tunnel 8 at stream and is sticked, at least one aqueduct 2, described to draw
Priming hole is offered on water pipe 2, the pressure surface shape is dropped down on the tunnel surrounding 1 at stream where a covered with waterproof roll 3, described to draw
Water pipe 2 is located between the waterproof roll 3 and the tunnel surrounding 1, and the lower end of the aqueduct 2, which is connected with, to be dropped down water and collect machine
Structure.
The water collecting mechanism that drops down includes longitudinal drainage french drain 5, circle draining french drain 6 and centre drain 7, the longitudinal direction
Length direction of the weeper drain 5 along tunnel 8 is set, and the longitudinal drainage french drain 5 is located at the bottom of the tunnel surrounding 1, described
Width of the circle draining french drain 6 along tunnel 8 is set, and the centre drain 7 is located at the bottom in tunnel 8, the aqueduct 2
Lower end introduce in the longitudinal drainage french drain 5, one end of the circle draining french drain 6 is connected with the longitudinal drainage french drain 5,
The other end is connected with the centre drain 7, and the aqueduct 2 is Permeable blind pipe, the Inter-fiber voids shape of the Permeable blind pipe
Into the priming hole, each pressure surface shape drops down a at stream and is at least equipped with two Permeable blind pipes, the adjacent Permeable blind pipe
Between be spaced 1 meter.
Diversion collection bracket groove 11 is dug along the laying direction of aqueduct 2 on the tunnel surrounding 1, the aqueduct 2 is laid
Dug respectively at least on the bottom land of the diversion collection bracket groove 11, the tunnel surrounding 1 of the both sides of diversion collection bracket groove 11
One the first guiding gutter 12, the lower end of first guiding gutter 12 is connected with the diversion collection bracket groove 11, first guiding gutter 12
Upper end gradually towards away from the diversion collection bracket groove 11 direction tilt, first water conservancy diversion of the both sides of diversion collection bracket groove 11
Groove 12 forms funnelform deflector, and first guiding gutter 12 is connected to the second guiding gutter 13, second water conservancy diversion
The lower end of groove 13 is connected with first guiding gutter 12 respectively, and the upper end of second guiding gutter 13 is gradually towards away from the diversion
The direction for collecting bracket groove 11 is tilted, and forms funnelform anti-overflow between second guiding gutter 13 of the both sides of diversion collection bracket groove 11
Go out waterproof roll 3 in mechanism, Fig. 1 and roll to expose the part aqueduct 2, waterproof roll 3 is from the pressure surface during actual laying
Shape drops down at stream the bottom that the tunnel 8 is extended at a, so that the pressure surface shape is dropped down into a at stream, aqueduct 2, deflector
And anti-spilled mechanism is coated between waterproof roll 3 and tunnel surrounding 1.
From this figure it can be seen that propping up 9 Hes at the beginning of being equipped with tunnel successively in the tunnel 8 of the inner side of waterproof roll 3
Two lining concretes 10, the waterproof roll 3 and aqueduct 2 are clenched on the tunnel surrounding 1 by rivet 4 respectively, because waterproof
3 pairs of coiled material drops down the effect that collects of water, it is all drop down water and can be entered by aqueduct 2 drop down in water collecting mechanism and then concentrated
Processing, so drops down water and plays waterproofing protection effect to the lining concrete 10 of branch at the beginning of tunnel 9 and two, can particularly prevent from producing in cold season
Raw freeze-thaw damage.
Finally it should be noted that foregoing description is only the preferred embodiments of the present invention, the ordinary skill people of this area
Member on the premise of without prejudice to present inventive concept and claim, can make table as multiple types under the enlightenment of the present invention
Show, such conversion is each fallen within protection scope of the present invention.
Claims (5)
1. a kind of pressure surface shape of tunnel rich water country rock, which drops down, draws drainage mechanism in adfluxion, it is characterised in that：Including tunnel surrounding (1),
The pressure surface shape of tunnel surrounding (1) inwall, which drops down the short transverse of (a) along tunnel (8) at stream and is sticked, at least one aqueduct (2),
Priming hole is offered on the aqueduct (2), the pressure surface shape is dropped down on the tunnel surrounding (1) at stream where (a) covered with waterproof
Coiled material (3), the aqueduct (2) is located between the waterproof roll (3) and the tunnel surrounding (1), the aqueduct (2)
Lower end, which is connected with, drops down water collecting mechanism.
2. a kind of pressure surface shape of tunnel rich water country rock according to claim 1, which drops down, draws drainage mechanism in adfluxion, its feature exists
In：The water collecting mechanism that drops down includes longitudinal drainage french drain (5), circle draining french drain (6) and centre drain (7), described vertical
Length direction to weeper drain (5) along tunnel (8) is set, and width of the circle draining french drain (6) along tunnel (8) is set
Put, the centre drain (7) is located at the bottom of tunnel (8), the lower end of the aqueduct (2) introduces the longitudinal drainage french drain
(5) in, one end of the circle draining french drain (6) is connected with the longitudinal drainage french drain (5), the other end and the Central Drainage
Ditch (7) is connected.
3. a kind of pressure surface shape of tunnel rich water country rock according to claim 1 or 2, which drops down, draws drainage mechanism in adfluxion, its feature
It is：The waterproof roll (3) and aqueduct (2) are clenched on the tunnel surrounding (1) by rivet (4) respectively.
4. a kind of pressure surface shape for the tunnel rich water country rock stated according to claim 3, which drops down, draws drainage mechanism in adfluxion, it is characterised in that：
The aqueduct (2) is Permeable blind pipe, and the Inter-fiber voids of the Permeable blind pipe form the priming hole.
5. a kind of pressure surface shape for the tunnel rich water country rock stated according to claim 4, which drops down, draws drainage mechanism in adfluxion, it is characterised in that：
Each pressure surface shape drops down (a) at stream and is at least equipped with 1 meter of interval between two Permeable blind pipes, the adjacent Permeable blind pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710400305.5A CN107100671A (en) | 2017-05-31 | 2017-05-31 | A kind of pressure surface shape of tunnel rich water country rock, which drops down, draws drainage mechanism in adfluxion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710400305.5A CN107100671A (en) | 2017-05-31 | 2017-05-31 | A kind of pressure surface shape of tunnel rich water country rock, which drops down, draws drainage mechanism in adfluxion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107100671A true CN107100671A (en) | 2017-08-29 |
Family
ID=59659954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710400305.5A Pending CN107100671A (en) | 2017-05-31 | 2017-05-31 | A kind of pressure surface shape of tunnel rich water country rock, which drops down, draws drainage mechanism in adfluxion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107100671A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816361A (en) * | 2017-12-08 | 2018-03-20 | 四川省交通运输厅公路规划勘察设计研究院 | Tunnel rich water section partitioning waterproofing system |
| CN109736883A (en) * | 2018-12-19 | 2019-05-10 | 苏州交通工程集团有限公司 | Enhance the trapping method of under-traverse tunnel impermeability |
| CN111236986A (en) * | 2020-01-10 | 2020-06-05 | 中交第二公路勘察设计研究院有限公司 | Waterproof and drainage structure of fabricated lining and construction method thereof |
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| CN206769955U (en) * | 2017-05-31 | 2017-12-19 | 中铁七局集团第三工程有限公司 | The pressure surface shape of tunnel rich water country rock drops down ejectment water system in adfluxion |
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| JP2002242580A (en) * | 2001-02-15 | 2002-08-28 | Kajima Corp | Construction method for tunnel, drainage method and tunnel |
| CN1766289A (en) * | 2005-11-29 | 2006-05-03 | 长安大学 | Centralized water discharge apparatus and method for tunnelling |
| KR20110004168A (en) * | 2009-07-07 | 2011-01-13 | 코오롱건설주식회사 | Catchment apparatus for tunnel |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107816361A (en) * | 2017-12-08 | 2018-03-20 | 四川省交通运输厅公路规划勘察设计研究院 | Tunnel rich water section partitioning waterproofing system |
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| CN111236986A (en) * | 2020-01-10 | 2020-06-05 | 中交第二公路勘察设计研究院有限公司 | Waterproof and drainage structure of fabricated lining and construction method thereof |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170829 |
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