CN208203350U - A kind of full packet pressure release waterproof/drainage structure in tunnel - Google Patents
A kind of full packet pressure release waterproof/drainage structure in tunnel Download PDFInfo
- Publication number
- CN208203350U CN208203350U CN201820671477.6U CN201820671477U CN208203350U CN 208203350 U CN208203350 U CN 208203350U CN 201820671477 U CN201820671477 U CN 201820671477U CN 208203350 U CN208203350 U CN 208203350U
- Authority
- CN
- China
- Prior art keywords
- tunnel
- inverted arch
- drainpipe
- floor drain
- pressure release
- 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.)
- Active
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model relates to a kind of full packet pressure release waterproof/drainage structures in tunnel, tunnel vault, abutment wall and inverted arch including full closed waterproof, tunnel-liner ecto-entad successively include that preliminary bracing gunite concrete, non-woven fabrics, convex hull formula drain bar, EVA splash guard and two linings are molded into concrete；Tunnel floor drain is embedded with below the inverted arch, inverted arch arrangement above has inverted arch drainpipe, and the inverted arch drainpipe is connect with tunnel floor drain by communicating pipe.The utility model uses EVA splash guard full closed waterproof, underground water can be effectively prevent to enter tunnel internal, prevents tunnel bottom from ponding occur, reduce tunnel bottom rise soil, the probability of the diseases such as tunnel bottom protuberance, tunnel bottom frost heave；And the underground water of tunnel perimeter can be discharged into tunnel floor drain by convex hull formula drain bar, prevent tunnel lining structure from water pressure occur, reduce the load of tunnel structure.
Description
Technical field
The utility model relates to Tunnel Engineering fields, and in particular to a kind of full packet pressure release waterproof/drainage structure in tunnel.
Background technique
A large amount of tunnel bottoms disease that China railways tunnel occurs, including rise soil, tunnel bottom protuberance, tunnel bottom frost heave etc., cause
Cause of disease is therefore first is that tunnel waterproof and water drainage system failure leads to tunnel bottom ponding.
In recent years, design has the railway tunnel bottom drainaging scheme of inverted arch by continuing to optimize and improveing, it is main comprising with
Under it is several:
1, lateral sulcus only is set in tunnel two sides.In this scheme, lateral sulcus accepts what circumferential direction blind pipe in tunnel collected with longitudinal blind pipe
Infiltration drains into tunnel outer.The program only passes through lateral sulcus and drains to outside tunnel, and drainage speed is limited, if tunnel superstructure seeps water
Amount is big, it is possible to cause sprawling of the water into tunnel, and tunnel inverted arch bottom ponding can not be by ejectment.Taizhongyin railway, north Huang
Rail segment tunnel uses such scheme.
2, lateral sulcus is arranged in tunnel two sides, and drainpipe is arranged in tunnel center, and central drainage pipe is placed in inverted arch fill concrete.
In this scheme, lateral sulcus accepts the infiltration that tunnel circumferential direction blind pipe and longitudinal blind pipe collect and a part is drained into tunnel outer, simultaneously
It is connected by PVC aqueduct with central drainage pipe, water is led into central drainage pipe and is drained into outside tunnel.The program can be by tunnel
Superstructure infiltration is smoothly discharged, but tunnel inverted arch bottom ponding cannot be by ejectment.Shanxi middle and south rail channel is covered west to China
Tunnel tunnel bottom in middle rail channel part uses such scheme.
3, lateral sulcus is arranged in tunnel two sides, and drainpipe is arranged in tunnel center, and central drainage pipe is placed in inverted arch structural base.This side
In case, lateral sulcus accepts the infiltration that tunnel circumferential direction blind pipe and longitudinal blind pipe collect and a part is drained into tunnel outer, and lateral sulcus passes through
PVC aqueduct is connected with central drainage pipe inspection shaft, can lead to water in inspection shaft and be drained into outside tunnel by central drainage pipe,
Be laid with and Permeable blind pipe and be connected in central drainage pipe inspection shaft in inverted arch bottom simultaneously, can by inverted arch bottom ponding and circumferential direction and
Longitudinal blind pipe part ponding is collected to inspection shaft and is discharged by central drainage pipe.The program can be by tunnel inverted arch bottom ponding
Smooth ejectment, but in the preferable location of Grades of Surrounding Rock, tunnel bottom central drainage pipe foundation trench excavates difficulty, and it is difficult to increase construction
Degree.Zhangjiakou to Huhehaote railway, Jilin to Hunchun railway engineering, nine visitor of force specially use in Ruichang to Jiujiang rail segment tunnel
Such scheme.
Utility model content
For the above-mentioned technical problems in the prior art, the utility model provides a kind of complete anti-row of packet pressure release in tunnel
Water-bound, it can either prevent the underground water of tunnel outer from entering tunnel, while can also eliminate the water pressure on tunnel structure.
In order to achieve the above objectives, the technical solution adopted in the utility model are as follows: a kind of full packet pressure release waterproof/drainage structure in tunnel,
Tunnel vault, abutment wall and inverted arch including full closed waterproof, tunnel-liner ecto-entad successively include preliminary bracing injection coagulation
Soil, non-woven fabrics, convex hull formula drain bar, EVA splash guard and two linings are molded into concrete；The draining of tunnel bottom is embedded with below the inverted arch
Pipe, inverted arch arrangement above have inverted arch drainpipe, and the inverted arch drainpipe is connect with tunnel floor drain by communicating pipe.
Further, the tunnel floor drain diameter is determined according to Tunnel Seepage, generally 400~1000mm.
Further, the inverted arch draining pipe diameter is 200~500mm.
Further, the communicating pipe longitudinal pitch is 30~50m.
Further, inverted arch drainpipe periphery is filled using rubble or cobble, and tunnel floor drain periphery is using permeable
Concrete package.
The utility model has the beneficial effects that the utility model uses EVA splash guard full closed waterproof, underground can be effectively prevent
Water enters tunnel internal, prevents tunnel bottom from ponding occur, reduce tunnel bottom rise soil, the diseases such as tunnel bottom protuberance, tunnel bottom frost heave
Probability；The underground water of tunnel perimeter is discharged into tunnel floor drain with convex hull formula drain bar, prevents tunnel lining structure from water occur
Pressure reduces the load of tunnel structure, and can also effectively prevent tunnel-liner behind in severe cold area causes because there is ponding
Freeze injury problem.
Detailed description of the invention
Fig. 1 is a kind of full packet pressure release waterproof/drainage structure schematic diagram in tunnel involved in the utility model embodiment.
In figure: 1, inverted arch；2, abutment wall；3, vault；4, two lining mould concrete；5, EVA splash guard；6, convex hull formula drain bar；
7, non-woven fabrics；8, preliminary bracing gunite concrete；9, inverted arch drainpipe；10, tunnel floor drain；11, communicating pipe；12, it laterally leads
Water pipe；13, longitudinal aqueduct；14, ditch is surveyed.
Specific embodiment
In the following, specific embodiment of the utility model is described in detail in conjunction with attached drawing, but practical new not as this
The restriction of type.
Referring to Fig.1, the full packet pressure release waterproof/drainage structure in a kind of tunnel, tunnel vault 3, abutment wall 2 including full closed waterproof and
Inverted arch 1, tunnel-liner ecto-entad successively include preliminary bracing gunite concrete 8, non-woven fabrics 7, convex hull formula drain bar 6, EVA anti-
Water plate 5 and two linings are molded into concrete 4；1 or less inverted arch is embedded with tunnel floor drain 10, and 1 arrangement above of inverted arch has inverted arch drainpipe
9, inverted arch drainpipe 9 is with tunnel floor drain 10 by connecting communicating pipe 11.
EVA splash guard 5 can prevent the underground water in tunnel perimeter country rock from entering tunnel internal.
It is below that the underground water of tunnel vault 3, abutment wall 2 and inverted arch 1 can be drained into tunnel inverted arch 1 by convex hull formula drain bar 6
In tunnel floor drain 10, prevent occurring water pressure on tunnel structure.
Tunnel floor drain 10 is buried in 1 or less tunnel inverted arch, for the underground water in drainage tunnel outer country rock.Tunnel bottom row
10 diameter of water pipe determines that generally 400~1000mm, 10 periphery of tunnel floor drain uses pervious concrete according to Tunnel Seepage
Package.
In 1 arrangement above inverted arch drainpipe 9 of inverted arch, for the ponding of drainage tunnel internal, the ponding in tunnel passes through side
Ditch 14, lateral aqueduct 12 are flowed into inverted arch drainpipe 9, to keep tunnel bottom structure dry.9 diameter of inverted arch drainpipe with 200~
500mm is advisable, and 9 periphery of inverted arch drainpipe is filled using rubble or cobble.Wherein, the ponding in tunnel includes that EVA splash guard 5 loses
Percolating water caused by imitating, the waste water generated in train operation etc..
Communicating pipe 11 is set between inverted arch drainpipe 9 and tunnel floor drain 10, the water in inverted arch drainpipe 9 can be introduced
Tunnel floor drain 10, communicating pipe are arranged one every 30~50m, may be provided in inspection shaft.
Above embodiments are only the exemplary embodiment of the utility model, are not used in limitation the utility model, this is practical new
The protection scope of type is defined by the claims.Those skilled in the art can be in the essence and protection scope of the utility model
It is interior, various modifications or equivalent replacements are made to the utility model, this modification or equivalent replacement also should be regarded as falling in originally practical new
In the protection scope of type.
Claims (5)
1. a kind of full packet pressure release waterproof/drainage structure in tunnel, which is characterized in that tunnel vault (3), abutment wall including full closed waterproof
(2) and inverted arch (1), tunnel-liner ecto-entad successively include preliminary bracing gunite concrete (8), non-woven fabrics (7), convex hull formula row
Water plate (6), EVA splash guard (5) and two linings are molded into concrete (4)；Tunnel floor drain (10) are embedded with below the inverted arch (1),
Inverted arch (1) arrangement above has inverted arch drainpipe (9), and the inverted arch drainpipe (9) and tunnel floor drain (10) pass through communicating pipe
(11) it connects.
2. the full packet pressure release waterproof/drainage structure in a kind of tunnel according to claim 1, which is characterized in that the tunnel floor drain
(10) diameter is determined according to Tunnel Seepage, is 400~1000mm.
3. the full packet pressure release waterproof/drainage structure in a kind of tunnel according to claim 1, which is characterized in that the inverted arch drainpipe
(9) diameter is 200~500mm.
4. the full packet pressure release waterproof/drainage structure in a kind of tunnel according to claim 1, which is characterized in that the communicating pipe (11)
Longitudinal pitch is 30~50m.
5. the full packet pressure release waterproof/drainage structure in a kind of tunnel according to claim 1, which is characterized in that the inverted arch drainpipe
(9) periphery is filled using rubble or cobble, and tunnel floor drain (10) periphery is wrapped up using pervious concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820671477.6U CN208203350U (en) | 2018-05-07 | 2018-05-07 | A kind of full packet pressure release waterproof/drainage structure in tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820671477.6U CN208203350U (en) | 2018-05-07 | 2018-05-07 | A kind of full packet pressure release waterproof/drainage structure in tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208203350U true CN208203350U (en) | 2018-12-07 |
Family
ID=64519079
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820671477.6U Active CN208203350U (en) | 2018-05-07 | 2018-05-07 | A kind of full packet pressure release waterproof/drainage structure in tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208203350U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108533316A (en) * | 2018-05-07 | 2018-09-14 | 中铁工程设计咨询集团有限公司 | A kind of full packet pressure release waterproof/drainage structure in tunnel |
-
2018
- 2018-05-07 CN CN201820671477.6U patent/CN208203350U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108533316A (en) * | 2018-05-07 | 2018-09-14 | 中铁工程设计咨询集团有限公司 | A kind of full packet pressure release waterproof/drainage structure in tunnel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108533316A (en) | A kind of full packet pressure release waterproof/drainage structure in tunnel | |
| CN105927272B (en) | Bottom plate anchors restricted type tunnel lining structure | |
| WO2021109537A1 (en) | Ultra-long tunnel sewage disposing and separation drainage structure suitable for cold regions | |
| CN105863671B (en) | Frame-type subdrain system tunnel lining structure | |
| CN205025498U (en) | Han qu tunnel drainage system | |
| CN206386150U (en) | A kind of Underground Subway Station draining and examination and repair system | |
| CN201835198U (en) | Drainage roadbed for high underground water level | |
| CN105840210A (en) | Box type tunnel-bottom composite arched tunnel lining structure with water drain function | |
| CN206233951U (en) | Depressurize drainage system in a kind of high-speed railway double track tunnel base | |
| CN206220972U (en) | Frame branch arched tunnel lining structure | |
| CN107401413A (en) | Tunnel structure for expansive stratum | |
| CN202402076U (en) | Drainage pump station for underground line intervals of rail traffic | |
| CN207673371U (en) | A kind of novel tunnel drainage system construction | |
| CN108533317A (en) | A kind of tunnel bottom discharge structure | |
| CN205134481U (en) | Highway superelevation excavation highway section hydrocone type drainage system | |
| CN102383408B (en) | Greening method for high water level impermeable saline and alkaline lands and greening system | |
| CN111441820A (en) | Tunnel drainage structure combining deep-buried central ditch and drainage tunnel and construction method | |
| CN108361065A (en) | A kind of tunnel inverted arch filling discharge structure | |
| CN208203350U (en) | A kind of full packet pressure release waterproof/drainage structure in tunnel | |
| CN207568626U (en) | A kind of tunnel structure for expansive stratum | |
| CN208168937U (en) | A kind of tunnel bottom discharge structure | |
| CN208266612U (en) | A kind of town road structure | |
| CN208168936U (en) | A kind of tunnel inverted arch filling discharge structure | |
| CN206903689U (en) | A kind of and water delivery and the Railway Tunnel of communication function | |
| CN212376693U (en) | Tunnel drainage structure with deep-buried central ditch and drainage tunnel combined |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |