CN109812292A - A kind of waterproof method and structure of the unimpeded combination based on existing tunnel - Google Patents
A kind of waterproof method and structure of the unimpeded combination based on existing tunnel Download PDFInfo
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- CN109812292A CN109812292A CN201811639226.0A CN201811639226A CN109812292A CN 109812292 A CN109812292 A CN 109812292A CN 201811639226 A CN201811639226 A CN 201811639226A CN 109812292 A CN109812292 A CN 109812292A
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- drainpipe
- tunnel
- waterproof
- waterproof construction
- lining cutting
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Abstract
The present invention relates to tunnel or road technology field, more particularly to a kind of waterproof method and device that the unimpeded based on existing tunnel combines, waterproof construction, including lining cutting and drainpipe, the drainpipe runs through the lining cutting by tunnel periphery lateral in tunnel, the application is directed through the building storey in tunnel using drainpipe while blocking so as to which the seepage flow in stratum is directly guided to drainpipe, it is arranged inside the drainage system into tunnel from drainpipe, water flooding due to being provided with drainpipe is forced down in other stratum, to which the seepage flow in stratum can be guided to drainpipe, a certain range of seepage flow is just back through next near drainpipe, it avoids seepage flow from penetrating into tunnel and causes treatment technology for tunnel seepage.
Description
Technical field
The present invention relates to tunnel or road technology field, and in particular to a kind of waterproof side that the unimpeded based on existing tunnel combines
Method and device.
Background technique
Tunnel is the engineering works being embedded in stratum, is a kind of form of human use's underground space.Today's society,
In the city that traffic above-ground pressure increases increasingly, the development of underground space engineering technology so that the mankind Underground Rail Transit day
Attain perfect.Since the most buried depth of city underground engineering is shallower, and excavates location and is often accompanied by complicated surface state and geological conditions,
Especially in surface water body and rich water geologic structure, the water-impervious of tunnel roof is just particularly important.
Traditional tunnel water-impervious mainly wraps up one layer of waterproof material between first branch concrete layer and two linings, when encountering
The case where ground sweat is serious and water rich strata a large amount of water bursts, original waterproof material just shows slightly thin, this has resulted in tunnel
The difficult situation of water-impervious " impossible to guard against ".
It is general by the way of blocking when tunnel for having built completion seeps water, but seepage part is blocked
Afterwards, infiltration can be overstock in closure site, and can be seeped water near closure site or even seepage discharge is bigger, often fit to obtain it
Instead.
Summary of the invention
It is an object of the invention to: the tunnel for having built completion occurs seeping water and still can go out only with the mode of closure
The problem of now seeping water provides the waterproof method and structure of a kind of unimpeded combination based on existing tunnel.
To achieve the goals above, the technical solution adopted by the present invention are as follows:
A kind of waterproof construction that the unimpeded based on existing tunnel combines, including lining cutting and drainpipe, the drainpipe is by tunnel
The lining cutting is run through in lateral tunnel periphery.The application is that lining cutting is sensu lato tunnel-liner, including by the inside of tunnel to tunnel
The tunnel structure of the rock stratum contact surface in outside.
Preferably, the drainpipe is arranged in the arch bottom position in tunnel far from one end of rock stratum, within the drainpipe
Low outer high mode is obliquely installed, and 15 °~60 ° of the drainpipe angle with horizontal plane, so as to more convenient by tunnel
The stratum infiltration water water conservancy diversion of surrounding comes out.
Preferably, the waterproof construction further includes the control valve for controlling the drainpipe opening and closing, facilitate control.
Preferably, the drainpipe protrudes into rock stratum through one end of the lining cutting, this protrudes into one section of rock stratum to catchment
Section, it is provided with gully-hole in the section of catchmenting, so as to significantly more efficient guidance stratum filtration water.
Preferably, waterproof construction further includes control unit and the pressure sensing for monitoring drainpipe intracavity bottom hydraulic pressure
Device, the control unit are used to obtain the monitoring result of the pressure sensor and control the opening and closing of the control valve, work as pressure
Sensor monitors that when pressure is greater than the first preset value to exhaust the ponding in drainpipe, then control unit opens control valve
Turn off control valve.It is normally opened compared to drainpipe, this programme can be avoided drainpipe it is normally opened caused by obtain soil erosion, can
It economizes on resources.
Preferably, the waterproof construction further includes control unit and the water for monitoring the water that draining tube cavity gathers
Monitoring component is measured, the control unit is used to obtain the monitoring result of the water quantity monitoring component and controls opening for the control valve
It closes.Water quantity monitoring component can be the device of the depth of accumulated water in monitoring drainpipe, such as aqueous to monitor by monitoring height
Amount, when the structure monitored is greater than the second preset value, control unit opens control valve to exhaust the ponding in drainpipe, so
After turn off control valve.It is normally opened compared to drainpipe, this programme can be avoided drainpipe it is normally opened caused by obtain soil erosion, energy
Enough economize on resources.
The waterproof method that the unimpeded based on existing tunnel that disclosed herein as well is a kind of combines, blocks seepage part, by tunnel
Lateral tunnel periphery punching setting drainpipe is so that drainpipe runs through lining cutting in road.
Preferably, radial grouting is carried out to block seepage part to seepage part, so that reinforcing anti-seepage layer is formed, thus
It can effectively avoid continuing to leak.
Preferably, regular and/or quantitative and/or level pressure discharges the water gathered in drainpipe, compared to draining
Manage it is normally opened, this programme can be avoided drainpipe it is normally opened caused by obtain soil erosion, can economize on resources.
Preferably, the draining tube end on the inside of tunnel is arranged in the arch bottom position in tunnel, and axially every along tunnel
It is spaced 3-7m and arranges the drainpipe.
In conclusion by adopting the above-described technical solution, the beneficial effect of the application is: compared to only with closure
Mode, the application is directed through the building storey in tunnel using drainpipe while blocking so as to directly will be in stratum
Seepage flow is guided to drainpipe, arranges inside the drainage system into tunnel from drainpipe, due to being provided with the stratum hydraulic pressure of drainpipe
Lower than other stratum, so that the seepage flow in stratum can be guided to drainpipe, a certain range of seepage flow is just flow backwards near drainpipe
Come over, avoids seepage flow from penetrating into tunnel and cause treatment technology for tunnel seepage.
Detailed description of the invention
Fig. 1 is the schematic diagram of the application discharge structure；
Fig. 2 is the local Fang great Tu of partial portion in Fig. 1；
Marked in the figure: 1- lining cutting, 2- drainpipe, 3- control valve, 4- reinforcing anti-seepage layer.
Specific embodiment
With reference to the accompanying drawing, the present invention is described in detail.
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.
A kind of waterproof method that the unimpeded based on existing tunnel combines carries out radial grouting to seepage part to block infiltration
Waterproof construction so as to effectively avoid continuing leaking, is built, specifically, waterproof knot to form reinforcing anti-seepage layer 4 in position
Structure side out of tunnel is punched to tunnel periphery is arranged drainpipe 2 so that drainpipe 2 of the drainpipe 2 through lining cutting 1, on the inside of tunnel
End is arranged in the arch bottom position in tunnel, and arranges drainpipe 2 at interval of 3-7m along tunnel is axial, low outer within drainpipe 2
High mode is obliquely installed, 15 °~60 ° of 2 angle with horizontal plane of drainpipe, also, drainpipe 2 is protruded into through one end of lining cutting 1
Rock stratum, this protrudes into one section of rock stratum as section of catchmenting, gully-hole is provided in section of catchmenting, on drainpipe 2 on the inside of tunnel
End is installed by control valve 3.
The opening and closing of drainpipe 2 how is controlled for control valve 3, can use following three kinds of modes:
Level pressure draining: 2 intracavity bottom hydraulic pressure of pressure sensor monitoring drainpipe is used, control unit is for obtaining pressure sensor
Monitoring result and control the opening and closing of control valve 3, the control unit when pressure sensor monitoring to pressure is greater than the first preset value
Control valve 3 is opened to exhaust the ponding in drainpipe 2, then turns off control valve 3；
Quantitative draining: the water gathered using water quantity monitoring component monitoring 2 inner cavity of drainpipe, control unit is for obtaining water prison
It surveys the monitoring result of component and controls the opening and closing of control valve 3.Water quantity monitoring component, the ponding that can be in monitoring drainpipe 2 are deep
The device of degree such as monitors water content by monitoring page height, when the structure monitored is greater than the second preset value, control unit
Part opens control valve 3 to exhaust the ponding in drainpipe 2, then turns off control valve 3；
Timing is discharged: using the opening and closing of Timer Controlling control valve 3, when reaching stipulated time i.e. opening controlling valve 3 will drain
Ponding in pipe 2 exhausts, and then turns off drain valve.
Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in
Within protection scope of the present invention.
Claims (10)
1. the waterproof construction that a kind of unimpeded based on existing tunnel combines, which is characterized in that including lining cutting (1) and drainpipe (2),
The drainpipe (2) runs through the lining cutting (1) by tunnel periphery lateral in tunnel.
2. waterproof construction according to claim 1, which is characterized in that the drainpipe (2) is arranged far from one end of rock stratum
Low outer high mode is obliquely installed within the arch bottom position in tunnel, the drainpipe (2), the drainpipe (2) and horizontal plane
15 °~60 ° of angle.
3. waterproof construction according to claim 1, which is characterized in that further include for controlling the drainpipe (2) opening and closing
Control valve (3).
4. waterproof construction according to claim 1, which is characterized in that the drainpipe (2) runs through the one of the lining cutting (1)
Rock stratum is protruded at end, this protrudes into one section of rock stratum as section of catchmenting, and is provided with gully-hole in the section of catchmenting.
5. waterproof construction according to claim 3, which is characterized in that further include control unit and for monitoring drainpipe
(2) pressure sensor of intracavity bottom hydraulic pressure, the control unit are used to obtain monitoring result and the control of the pressure sensor
Make the opening and closing of the control valve (3).
6. waterproof construction according to claim 3, which is characterized in that further include control unit and for monitoring drainpipe
(2) the water quantity monitoring component for the water that inner cavity is gathered, the control unit are used to obtain the monitoring knot of the water quantity monitoring component
Fruit and the opening and closing for controlling the control valve (3).
7. a kind of waterproof method that the unimpeded based on existing tunnel combines, which is characterized in that seepage part is blocked, by the inside of tunnel
Setting drainpipe (2) is punched to tunnel periphery so that drainpipe (2) runs through lining cutting (1).
8. waterproof method according to claim 7, which is characterized in that carry out radial grouting to seepage part to block infiltration
Position, to form reinforcing anti-seepage layer (4).
9. waterproof method according to claim 7, which is characterized in that periodically and/or quantitative and/or level pressure is to drainpipe
(2) water gathered in is discharged.
10. waterproof method according to claim 7, which is characterized in that drainpipe (2) end on the inside of tunnel is arranged in
The arch bottom position in tunnel, and it is axial at interval of the 3-7m arrangement drainpipe (2) along tunnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811639226.0A CN109812292A (en) | 2018-12-29 | 2018-12-29 | A kind of waterproof method and structure of the unimpeded combination based on existing tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811639226.0A CN109812292A (en) | 2018-12-29 | 2018-12-29 | A kind of waterproof method and structure of the unimpeded combination based on existing tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109812292A true CN109812292A (en) | 2019-05-28 |
Family
ID=66602978
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811639226.0A Pending CN109812292A (en) | 2018-12-29 | 2018-12-29 | A kind of waterproof method and structure of the unimpeded combination based on existing tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109812292A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565493A (en) * | 2019-08-29 | 2019-12-13 | 河南省收费还贷高速公路管理有限公司航空港分公司 | highway subgrade disease treatment method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102434175A (en) * | 2012-01-12 | 2012-05-02 | 中国市政工程西北设计研究院有限公司 | Tunnel lining self waterproof drainage system |
| CN203742623U (en) * | 2014-03-24 | 2014-07-30 | 招商局重庆交通科研设计院有限公司 | Water-pressure-resistant composite structure for tunnel |
| CN204436465U (en) * | 2015-02-12 | 2015-07-01 | 中冶建工集团有限公司 | Tunnel body of wall drainage |
| CN206737950U (en) * | 2017-05-08 | 2017-12-12 | 山西交科桥梁隧道加固维护工程有限公司 | A kind of stainless steel floral tube structure of tunnel arch foot draining |
-
2018
- 2018-12-29 CN CN201811639226.0A patent/CN109812292A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102434175A (en) * | 2012-01-12 | 2012-05-02 | 中国市政工程西北设计研究院有限公司 | Tunnel lining self waterproof drainage system |
| CN203742623U (en) * | 2014-03-24 | 2014-07-30 | 招商局重庆交通科研设计院有限公司 | Water-pressure-resistant composite structure for tunnel |
| CN204436465U (en) * | 2015-02-12 | 2015-07-01 | 中冶建工集团有限公司 | Tunnel body of wall drainage |
| CN206737950U (en) * | 2017-05-08 | 2017-12-12 | 山西交科桥梁隧道加固维护工程有限公司 | A kind of stainless steel floral tube structure of tunnel arch foot draining |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565493A (en) * | 2019-08-29 | 2019-12-13 | 河南省收费还贷高速公路管理有限公司航空港分公司 | highway subgrade disease treatment method |
| CN110565493B (en) * | 2019-08-29 | 2021-12-31 | 河南省收费还贷高速公路管理有限公司航空港分公司 | Highway subgrade disease treatment method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190528 |
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| RJ01 | Rejection of invention patent application after publication |