CN108843387A - A kind of bridge tunnel abutting lot tunnel portal drainage system - Google Patents
A kind of bridge tunnel abutting lot tunnel portal drainage system Download PDFInfo
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- CN108843387A CN108843387A CN201810814467.8A CN201810814467A CN108843387A CN 108843387 A CN108843387 A CN 108843387A CN 201810814467 A CN201810814467 A CN 201810814467A CN 108843387 A CN108843387 A CN 108843387A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 56
- 238000007689 inspection Methods 0.000 claims description 5
- 239000012141 concentrate Substances 0.000 claims description 3
- 206010030113 Oedema Diseases 0.000 claims description 2
- 238000005406 washing Methods 0.000 abstract description 5
- 238000012423 maintenance Methods 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008439 repair process Effects 0.000 description 3
- 230000006872 improvement Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000004258 portal system Anatomy 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Classifications
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- 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
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- 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 invention discloses a kind of bridge tunnel abutting lot tunnel portal drainage systems, including the first drainage cell that the two sides ditch (1), lateral sulcus connect blind pipe (4), turn to drainpipe (3) outside well (2) and hole with steering well, and including the Central drain (8), transverse drain (7), the second drainage cell for turning to drainpipe (3) outside well (2) and hole.By outside the underground water ejectment to hole collected in tunnel when first drainage cell is not provided with or is not easy to be arranged Central drain for tunnel, the second drainage cell will be outside the underground water ejectment to hole collected in tunnel in conjunction with the first drainage cell when Central drain is arranged for tunnel.The drainage system further includes that lateral sulcus connect blind pipe (5) with center sump.Underground water in two drainage cells is inclined outwardly drainpipe (3) outside the hole of arrangement from nozzle and is discharged, and underground water is expelled to top drainage system to bridge outside, avoids underground water directly washing away to bridge.
Description
Technical field
The invention belongs to Tunnel Engineering technical fields, drain more particularly, to a kind of bridge tunnel abutting lot tunnel portal
System.
Background technique
China is man of a Ge Duo mountain country, and general hillside is precipitous in mountain area, narrow space, recently as the fast of China's high speed
Speed development, the adjacent phenomenon of bridge tunnel are inevitable.The mountain area of Tunnel Passing, underground water are also various to the harm in tunnel.It
Not only increase tunnel difficulty of construction, reduce construction quality, and with various operation waste water collective effects, be to endanger tunnel structure
The principal element of durability.On the other hand, if the phenomenon that tunnel structure or road surface are with the presence of percolating water, will greatly reduce tunnel
The service life and function of various facilities in road deteriorate the operation condition in tunnel, induce traffic accident.It is leaked in Layers In Cold-area Tunnels
Water will also be such that tunnel road surface freezes, and top generates icicle and invades boundary, jeopardize traffic safety.In addition, the processing of construction period guarded drainage is not
Good, plugging operation when by operation brings great trouble.Maintenance cost is high, and construction interference is big, influences normally to operate, and
Often plugging effect is poor, gets half the result with twice the effort.To avoid tunnel from building up the various leakage problems that operation occurs in the process, extend tunnel
Service life, it is ensured that traffic safety, processing guarded drainage problem is just particularly important ahead of time in the construction process.
When encountering mountain terrain in the design at present, generally shortens the length in tunnel and bridge as far as possible, pass through between bridge tunnel
Short-circuit base transition, this way violate the principle in tunnel " early into evening go out ", and traditional hole ditch only have tunnel lateral sulcus or in
Edema with the heart involved ditch, this traditional hole drainage system drainage effect is poor, when water is larger, be easy to cause hole underground water, maintenance is tired
Difficulty be easy to cause and washes away to abutment and beam, and tunnel sewage is expelled directly out outside hole, is unfavorable for environmental protection.
Consider the structural particularity of abutment and beam, to guarantee that it uses the globality of function and structure, is used in tunnel only
Vertical drainage system, effectively improves hole drainability, enables outside the smooth discharge hole of the underground water collected in tunnel, guarantees
The smoothness of safety and the draining of operation phase of constructing tunnel, and it is convenient for operation phase repair and maintenance.
Summary of the invention
Aiming at the above defects or improvement requirements of the prior art, the present invention provides a kind of bridge tunnel abutting lot tunnel portal row
Water system, the first drainage cell and packet that setting connect blind pipe, turns to drainpipe outside well and hole including ditch, lateral sulcus with steering well
Include Central drain, transverse drain, the second drainage cell for turning to drainpipe outside well and hole.First drainage cell is used for tunnel not
By outside the underground water ejectment to hole collected in tunnel when being arranged or being not easy to be arranged Central drain, the second drainage cell is used for tunnel
It will be outside the underground water ejectment to hole collected in tunnel in conjunction with the first drainage cell when Central drain is set.Suitable for lateral sulcus draining or
The Central drain tunnel drainage system of lateral sulcus and Central drain draining, Central drain is parallel with the ditch of two sides and its width is greater than
The upper surface in the ditch of two sides, Central drain is equal with center sump, and the underground water in Central drain is directly entered center collection
Well, then introduced by transverse drain and turn to well, it is arranged finally by drainpipe ejectment to earth's surface outside the hole being arranged in well is turned to
Water system avoids underground water directly washing away to bridge.
To achieve the goals above, a kind of bridge tunnel abutting lot tunnel portal drainage system is provided, including is uniformly set to tunnel
End wall is arranged in several ditches of road two sides, hole, which is characterized in that the drainage system further includes turning to well, outside hole
Drainpipe, lateral sulcus connect blind pipe, center sump, transverse drain and Central drain with well is turned to；
The steering well is set to hole platform down either side, the ditch and the steering well and passes through an inclination arrangement
The lateral sulcus connect blind pipe connection with well is turned to, it is described to turn to well drainpipe outside the setting hole of the side of bridge, with
The first drainage cell for connecting blind pipe with steering well including the ditch, lateral sulcus, turning to drainpipe outside well and hole is formed, is used for
Tunnel is not provided with or is not easy to will be outside the underground water ejectment to hole collected in tunnel when Central drain is arranged；
The center concentrates well to be set to tunnel face center, and lower end two sides are equipped with through-hole, described transverse drain one end
It is connect with the center sump, the other end is connected to the steering well, includes the Central drain, transverse drainage to be formed
Pipe, the second drainage cell for turning to drainpipe outside well and hole are used to combine the first drainage cell when tunnel setting Central drain
It will be outside the underground water ejectment to hole collected in tunnel.
It further, further include that lateral sulcus connect blind pipe with center sump, the ditch passes through with the center sump
The lateral sulcus connect blind pipe with center sump and is connected.
Further, the transverse drain is located at the underface that the lateral sulcus connect blind pipe with center sump.
Further, it is several parallel arrangements that the lateral sulcus, which connect blind pipe with center sump,.
Further, the upper surface of the Central drain is equal with the center sump.
Further, the Central drain is parallel with the ditch and width is greater than the ditch.
Further, the lateral sulcus connect blind pipe with well is turned to as several parallel arrangements
Further, the diameter of drainpipe is less than the steering well back gauge outside the hole.
Further, drainpipe is that nozzle is inclined outwardly the bend pipe with certain angle of arrangement outside the hole.
Further, inspection shaft is arranged in the top for turning to well.
In general, through the invention it is contemplated above technical scheme is compared with the prior art, can obtain down and show
Beneficial effect：
(1) bridge tunnel abutting lot tunnel portal drainage system of the invention, setting include that ditch, lateral sulcus are connect with well is turned to
Blind pipe, the first drainage cell for turning to the outer drainpipe in well and hole and including Central drain, transverse drain, steering well and hole outlet
Second drainage cell of water pipe.By tunnel Nei Hui when first drainage cell is not provided with or is not easy to setting Central drain for tunnel
Outside the underground water ejectment to hole of collection, the second drainage cell when tunnel setting Central drain for combining the first drainage cell by tunnel
Outside the underground water ejectment to hole inside collected.Central drain tunnel drainage suitable for lateral sulcus draining or lateral sulcus and Central drain draining
Engineering, Central drain is parallel with the ditch of two sides and its width is greater than the ditches of two sides, the upper surface of Central drain and center collection
Well is equal, and the underground water in Central drain is directly entered center sump, then is introduced by transverse drain and turn to well, finally
Underground water directly washing away to bridge is avoided to top drainage system by turning to drainpipe ejectment outside the hole being arranged in well.
(2) bridge tunnel abutting lot tunnel portal drainage system of the invention, tunnel face two sides are symmetrical arranged evenly arranged
Several ditches, the setting of hole platform down either side turn to well, two sides ditch and steering well by an inclined lateral sulcus and turn
To well connection blind pipe connection, well is turned to close to the side of bridge setting diameter and is less than drainpipe outside the hole for turning to well back gauge.Two sides
Underground water in ditch connect blind pipe introducing steering well with well is turned to by lateral sulcus, flows through the underground water for turning to well, then pass through hole
Outer drainpipe ejectment avoids underground water directly washing away to bridge to top drainage system.
(3) well is concentrated at bridge tunnel abutting lot tunnel portal drainage system of the invention, tunnel face center setting center, downwards
Inclined lateral sulcus connect blind pipe with center sump and is connected in two sides ditch with center sump, and center downhole end two sides of catchmenting are set
There is through-hole, is separately connected a transverse drain, transverse drain is located at the underface that lateral sulcus connect blind pipe with center sump,
Its other end is connected to well is turned to, after underground water enters center sump by blind pipe, by transverse drain, finally from underground
Water drainpipe ejectment outside hole avoids underground water directly washing away to bridge to top drainage system.
(4) bridge tunnel abutting lot tunnel portal drainage system of the invention will by the way that individual drainage system is arranged in tunnel
The underground water collected in tunnel can effectively solve bridge tunnel adjacent segment hole by turning to earth's surface drainage system outside well ejectment to hole
The problems such as impeded drainage, maintenance not easy to overhaul.The detailed technology of bridge tunnel adjacent tunnel hole proposed by the present invention drainage system
Scheme ensure that the smoothness and maintainability of safety and the draining of operation phase of constructing tunnel, can be widely applied to railway, public affairs
Road tunnel.
Detailed description of the invention
Fig. 1 is one jackshaft tunnel abutting lot tunnel portal drainage system main view of the embodiment of the present invention；
Fig. 2 is one jackshaft tunnel abutting lot tunnel portal drainage system top view of the embodiment of the present invention；
Fig. 3 is one jackshaft tunnel abutting lot tunnel portal drainage system skiagraph of the embodiment of the present invention；
Fig. 4 is two jackshaft tunnel abutting lot tunnel portal drainage system main view of the embodiment of the present invention；
Fig. 5 is two jackshaft tunnel abutting lot tunnel portal drainage system top view of the embodiment of the present invention；
Fig. 6 is two jackshaft tunnel abutting lot tunnel portal drainage system skiagraph of the embodiment of the present invention；
Fig. 7 is three jackshaft tunnel abutting lot tunnel portal drainage system main view of the embodiment of the present invention；
Fig. 8 is three jackshaft tunnel abutting lot tunnel portal drainage system top view of the embodiment of the present invention；
Fig. 9 is three jackshaft tunnel abutting lot tunnel portal drainage system skiagraph of the embodiment of the present invention.
In all the appended drawings, same appended drawing reference indicates identical technical characteristic, specially：The two sides 1- ditch, 2- turn
Drainpipe, 4- lateral sulcus connect blind pipe, 5- lateral sulcus with steering well and connect blind pipe, the center 6- collection with center sump outside the hole Xiang Jing, 3-
Well, 7- transverse drain, 8- Central drain.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, not
For limiting the present invention.As long as in addition, technical characteristic involved in the various embodiments of the present invention described below that
Not constituting conflict between this can be combined with each other.
Fig. 1 is one bridge tunnel abutting lot tunnel portal drainage system main view of the embodiment of the present invention；Fig. 2 is that the present invention is implemented
One bridge tunnel abutting lot tunnel portal drainage system top view of example；Fig. 3 is one bridge tunnel abutting lot Tunnel of the embodiment of the present invention
Mouth drainage system skiagraph.As shown in Figures 1 to 3, the bridge tunnel abutting lot tunnel portal drainage system of the embodiment of the present invention one,
Blind pipe 4 is connect with well is turned to including drainpipe 3 outside two sides ditch 1, steering well 2, hole and lateral sulcus.The drainage system is in tunnel
The heart is symmetry axis, is both sides symmetrical structure, and tunnel face two sides are symmetrical arranged evenly arranged several ditches, two sides ditch 1
End wall is arranged in hole, and platform down either side setting in hole turns to well 2, turns to the outer then obliquely downward that well 2 is located at two sides ditch 1.
Two sides ditch 1 and steering well 2 connect blind pipe 4 with steering well by an inclined lateral sulcus and are connected to, and turn to well 2 close to the one of bridge
Side is arranged diameter and is less than drainpipe 3 outside the hole for turning to 2 back gauge of well.Underground water in two sides ditch 1 by lateral sulcus and turns to well company
It connects blind pipe 4 and introduces steering well 2, flow through the underground water for turning to well 2, then pass through 3 ejectment of drainpipe outside hole to top drainage system.It is suitable
By outside the underground water ejectment to hole collected in tunnel when for tunnel being not provided with or be not easy to that Central drain is arranged, tunnel is avoided
Interior underground water directly washes away abutment and beam.Individual drainage system is used in tunnel, effectively improves hole drainability,
Enable the safety for guaranteeing constructing tunnel outside the smooth discharge hole of the underground water collected in tunnel and runs the suitable of phase draining
Smooth property, and it is convenient for operation phase repair and maintenance.
Preferably, inspection shaft is arranged in the top for turning to well 2, overhauls convenient for the operation phase.
One bridge tunnel abutting lot tunnel portal drainage system of the embodiment of the present invention, underground water are discharged according to following route：Tunnel
Underground water is flowed along two sides ditch 1 to tunnel face in road, connect the entrance of blind pipe 4 with well is turned to by the inclined lateral sulcus in both sides respectively
Well 2 is turned to, finally by 3 ejectment of drainpipe outside hole to top drainage system.
Fig. 4 is two bridge tunnel abutting lot tunnel portal drainage system main view of the embodiment of the present invention；Fig. 5 is that the present invention is implemented
Two bridge tunnel abutting lot tunnel portal drainage system top view of example；Fig. 6 is two bridge tunnel abutting lot Tunnel of the embodiment of the present invention
Mouth drainage system skiagraph.As shown in figures 4-6, the bridge tunnel abutting lot tunnel portal drainage system of the embodiment of the present invention two,
Including drainpipe 3, lateral sulcus and center sump connection blind pipe 5, center sump 6 and lateral row outside ditch 1, steering well 2, hole
Water pipe 7, identical as the embodiment of the present invention one, tunnel face two sides are symmetrical arranged evenly arranged several ditches, two sides ditch 1
End wall is arranged in hole, and platform down either side setting in hole turns to well 2, turns to the outer then obliquely downward that well 2 is located at two sides ditch 1,
And turn to well 2 and be less than drainpipe 3 outside the hole for turning to 2 back gauge of well close to the side of bridge setting diameter, the difference is that tunnel face
Well 6 is concentrated at center setting center, and the lateral sulcus tilted down connect blind pipe 5 with center sump and two sides ditch 1 is catchmented with center
Well 6 is connected to, and sump 6 lower end two sides in center are equipped with through-hole, is separately connected a transverse drain 7, transverse drain 7 is located at side
Ditch connect the underface of blind pipe 5 with center sump, and the other end is connected to well 2 is turned to, last underground water drainpipe 3 outside hole
Ejectment is to top drainage system.The underground water that will collect in tunnel when being not provided with or be not easy to setting Central drain suitable for tunnel
Outside ejectment to hole, individual drainage system is used in tunnel, hole drainability is effectively improved, makes the underground water energy collected in tunnel
Outside enough smooth discharge holes, guarantee the smoothness of safety and the draining of operation phase of constructing tunnel, and is overhauled convenient for the operation phase
Maintenance.
Preferably, inspection shaft is arranged in the top for turning to well 2, overhauls convenient for the operation phase.
Two bridge tunnel abutting lot tunnel portal drainage system of the embodiment of the present invention, underground water are discharged according to following route：Tunnel
Underground water is flowed along two sides ditch 1 to tunnel face in road, connect blind pipe 5 with center sump by the inclined lateral sulcus in both sides respectively
Well 6 is concentrated at introducing center, is flowed through by transverse drain 7 and is turned to well 2, last underground water outside hole 3 ejectment of drainpipe to earth's surface
Drainage system.
Fig. 7 is three bridge tunnel abutting lot tunnel portal drainage system main view of the embodiment of the present invention；Fig. 8 is that the present invention is implemented
Three bridge tunnel abutting lot tunnel portal drainage system top view of example；Fig. 9 is three bridge tunnel abutting lot Tunnel of the embodiment of the present invention
Mouth drainage system skiagraph.As shown in figs. 7-9, the bridge tunnel abutting lot tunnel portal drainage system of the embodiment of the present invention three,
Blind pipe 4, center sump 6, transverse drainage are connect with well is turned to including drainpipe 3, lateral sulcus outside two sides ditch 1, steering well 2, hole
Pipe 7 and Central drain 8.Identical with the embodiment of the present invention one to be, tunnel face two sides are symmetrical arranged evenly arranged several
End wall is arranged in ditch, the hole in two sides ditch 1, and platform down either side setting in hole turns to well 2, turns to well 2 and is located at two sides water
The outer then obliquely downward of ditch 1.Two sides ditch 1 and steering well 2 pass through an inclined lateral sulcus and connect blind pipe 4 with well is turned to, and turn to well 2
Close to the side of bridge, setting diameter is less than drainpipe 3 outside the hole for turning to 2 back gauge of well.It is consistent with two-phase of the embodiment of the present invention to be
Tunnel face center setting center concentrates well 6 to be connected to, and lower end two sides are equipped with through-hole, is separately connected a transverse drain 7, laterally
Drainpipe 7 is located at the underface that lateral sulcus connect blind pipe 5 with center sump, and the other end is connected to well 2 is turned to.In addition, this hair
Bright three tunnel center of embodiment is equipped with a Central drain 8, and Central drain 8 is parallel with two sides ditch 1 and its width is greater than two sides
Ditch 1, as shown in fig. 7, the upper surface of Central drain 8 is equal with center sump 6, the underground water in Central drain 8 directly into
Enter center sump 6, then introduced by transverse drain 7 and turn to well, finally by drainpipe 3 outside the hole being arranged in steering well 2
Ejectment is to top drainage system.The underground that will collect in tunnel when Central drain is set suitable for tunnel in conjunction with the first drainage cell
Outside water ejectment to hole, individual drainage system is used in tunnel, hole drainability is effectively improved, makes the underground water collected in tunnel
It outside smooth discharge hole, can guarantee the smoothness of safety and the draining of operation phase of constructing tunnel, and be examined convenient for the operation phase
Repair maintenance.
Preferably, the 2 settable inspection shaft in top of well is turned to, is overhauled convenient for the operation phase.
The bridge tunnel abutting lot tunnel portal drainage system of the embodiment of the present invention three, underground water are discharged according to following route：
S1：Underground water in two sides ditch 1 is flowed to tunnel face, is connect blind pipe 4 with well is turned to by inclined lateral sulcus, is drawn
The steering well 2 for entering two sides, finally by 3 ejectment of drainpipe outside hole to top drainage system.
S2：Meanwhile the underground water in Central drain 8 flows directly into center sump 6, is flowed through and is turned by transverse drain 7
To well 2, last underground water outside hole 3 ejectment of drainpipe to top drainage system.
Three above embodiment of the present invention is led to the underground water collected in tunnel by the way that individual drainage system is arranged in tunnel
Earth's surface drainage system outside steering well ejectment to hole is crossed, bridge tunnel adjacent segment hole impeded drainage can be effectively solved, it is not easy to overhaul
The problems such as maintenance.
As it will be easily appreciated by one skilled in the art that the foregoing is merely illustrative of the preferred embodiments of the present invention, it is not used to
The limitation present invention, any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should all include
Within protection scope of the present invention.
Claims (10)
1. a kind of bridge tunnel abutting lot tunnel portal drainage system, several ditches (1) including being uniformly set to tunnel two sides,
End wall is arranged in hole, which is characterized in that the drainage system further include turn to well (2), the outer drainpipe (3) in hole, lateral sulcus with turn
To well connection blind pipe (4), center sump (6), transverse drain (7) and Central drain (8)；
The steering well (2) is set to hole platform down either side, the ditch (1) and the steering well (2) and is inclined by one
The lateral sulcus tiltedly arranged connect blind pipe (4) connection with well is turned to, and turn to well (2) are close to the side of the bridge setting hole
Outer drainpipe (3) connect outside blind pipe (4), steering well (2) and hole with steering well and drains including the ditch (1), lateral sulcus to be formed
The first drainage cell for managing (3) is used for tunnel and is not provided with or is not easy to the underground that will collect in tunnel when setting Central drain
Outside water ejectment to hole；
The center concentrates well (6) to be set to tunnel face center, and lower end two sides are equipped with through-hole, the transverse drain (7) one
End is connect with the center sump (6), and the other end is connected to the steering well (2), includes the Central drain to be formed
(8), transverse drain (7), turn to the second drainage cell of drainpipe (3) outside well (2) and hole, be used for tunnel be arranged in edema with the heart involved
It will be outside the underground water ejectment to hole collected in tunnel in conjunction with the first drainage cell when ditch.
2. a kind of bridge tunnel abutting lot tunnel portal drainage system according to claim 1, which is characterized in that further include side
Ditch is connect blind pipe (5) with center sump, and the ditch (1) and the center sump (6) pass through the lateral sulcus and center collection
Well connection blind pipe (5) is connected.
3. a kind of bridge tunnel abutting lot tunnel portal drainage system according to claim 2, which is characterized in that the transverse direction
Drainpipe (7) is located at the underface that the lateral sulcus connect blind pipe (5) with center sump.
4. a kind of bridge tunnel abutting lot tunnel portal drainage system according to claim 2 or 3, which is characterized in that described
It is several parallel arrangements that lateral sulcus, which connect blind pipe (5) with center sump,.
5. a kind of bridge tunnel abutting lot tunnel portal drainage system according to claim 1 or 2, which is characterized in that described
The upper surface of Central drain (8) is equal with center sump (6).
6. a kind of bridge tunnel abutting lot tunnel portal drainage system according to claim 1 or 5, which is characterized in that described
Central drain (8) is parallel with the ditch (1) and width is greater than the ditch (1).
7. a kind of bridge tunnel abutting lot tunnel portal drainage system according to claim 1, which is characterized in that the side
Ditch connect blind pipe (4) with well is turned to as several parallel arrangements.
8. a kind of bridge tunnel abutting lot tunnel portal drainage system according to claim 1, which is characterized in that the hole
The diameter of outer drainpipe (3) is less than steering well (2) back gauge.
9. a kind of bridge tunnel abutting lot tunnel portal drainage system according to claim 1 or 8, which is characterized in that described
Drainpipe (3) is the bend pipe with certain angle that nozzle is inclined outwardly arrangement outside hole.
10. a kind of bridge tunnel abutting lot tunnel portal drainage system according to claim 1 or 8, which is characterized in that described
Inspection shaft is arranged in the top for turning to well (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810814467.8A CN108843387A (en) | 2018-07-23 | 2018-07-23 | A kind of bridge tunnel abutting lot tunnel portal drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810814467.8A CN108843387A (en) | 2018-07-23 | 2018-07-23 | A kind of bridge tunnel abutting lot tunnel portal drainage system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108843387A true CN108843387A (en) | 2018-11-20 |
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ID=64191948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810814467.8A Pending CN108843387A (en) | 2018-07-23 | 2018-07-23 | A kind of bridge tunnel abutting lot tunnel portal drainage system |
Country Status (1)
| Country | Link |
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| CN (1) | CN108843387A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112324493A (en) * | 2020-07-26 | 2021-02-05 | 中铁二院工程集团有限责任公司 | Deep large shaft bottom water intercepting and collecting system for railway tunnel |
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|---|---|---|---|---|
| JP2000240117A (en) * | 1999-02-18 | 2000-09-05 | Taisei Corp | Joint structure between side ditch and drain pipe |
| CN205477742U (en) * | 2016-01-19 | 2016-08-17 | 西南交通大学 | Drainage structures suitable for tunnel bottom in rich water rock stratum |
| CN106150547A (en) * | 2016-07-29 | 2016-11-23 | 中国铁道科学研究院铁道建筑研究所 | A kind of prefabricated assembled drainage system of railway tunnel bottom |
| CN206530363U (en) * | 2016-08-30 | 2017-09-29 | 中铁二院工程集团有限责任公司 | One kind can the outer drainage system of maintenance type railway tunnel bottom structure |
| CN206830183U (en) * | 2017-04-12 | 2018-01-02 | 中铁二院工程集团有限责任公司 | Tunnel portal ditch connecting structure |
-
2018
- 2018-07-23 CN CN201810814467.8A patent/CN108843387A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000240117A (en) * | 1999-02-18 | 2000-09-05 | Taisei Corp | Joint structure between side ditch and drain pipe |
| CN205477742U (en) * | 2016-01-19 | 2016-08-17 | 西南交通大学 | Drainage structures suitable for tunnel bottom in rich water rock stratum |
| CN106150547A (en) * | 2016-07-29 | 2016-11-23 | 中国铁道科学研究院铁道建筑研究所 | A kind of prefabricated assembled drainage system of railway tunnel bottom |
| CN206530363U (en) * | 2016-08-30 | 2017-09-29 | 中铁二院工程集团有限责任公司 | One kind can the outer drainage system of maintenance type railway tunnel bottom structure |
| CN206830183U (en) * | 2017-04-12 | 2018-01-02 | 中铁二院工程集团有限责任公司 | Tunnel portal ditch connecting structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112324493A (en) * | 2020-07-26 | 2021-02-05 | 中铁二院工程集团有限责任公司 | Deep large shaft bottom water intercepting and collecting system for railway tunnel |
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Application publication date: 20181120 |
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