CN104196562A - Drainage structure for controlled drainage of tunnel and tunnel drainage system with same - Google Patents
Drainage structure for controlled drainage of tunnel and tunnel drainage system with same Download PDFInfo
- Publication number
- CN104196562A CN104196562A CN201410399542.0A CN201410399542A CN104196562A CN 104196562 A CN104196562 A CN 104196562A CN 201410399542 A CN201410399542 A CN 201410399542A CN 104196562 A CN104196562 A CN 104196562A
- Authority
- CN
- China
- Prior art keywords
- drainage
- tunnel
- gutter
- drain pipe
- spring
- 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
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The invention provides a drainage structure for controlled drainage of a tunnel and a tunnel drainage system with the same. The drainage structure for controlled drainage of the tunnel comprises two drain pipes, wherein the two drain pipes are connected and the diameters of the two drain pipes are different. The diameter of the drain pipe A is smaller than the diameter of the drain pipe B. One end of the drain pipe A is sealed, and the sealed end of the drain pipe A stretches into the drain pipe B. The drainage structure further comprises a spring, the spring is fixedly connected with the bottom of the sealed end of the drain pipe A, a sluice valve block matched with the cross section of the drain pipe A in size is arranged at the movable end of the spring, a plurality of water outlets are formed between the bottom end of the drain pipe A and the sluice valve block, and the sluice valve block is connected into the drain pipe A in a sliding mode through a plug. The drainage structure and the tunnel drainage system with the drainage structure are simple, have the moderate drainage effect, can further ingeniously eliminate calcium crystals (or suspended sediment) adhering to the inner portions of the drain pipes, and are high in operability, wide in practicability and capable of effectively promoting the development of drainage systems of tunnels which are high in ecological system requirement or tunnels in limestone areas.
Description
Technical field
The present invention relates to a kind of discharge structure, particularly a kind of tunnel drainage system that is applicable to the discharge structure of tunnel, limestone area limited drainage and there is this discharge structure.
Background technology
Building of tunnel can change surrounding enviroment obtain lithic drainage, has relatively high expectations or limestone area for the ecosystem, design tunnel drainage.If do not establish gutter in tunnel, underground water can produce very large pressure to liner structure, when design, need to significantly strengthen lining thickness, cause cost to raise, simultaneously, the excessive discharge of underground water also can bring harmful effect to surrounding environment, and gutter is stopped up in the calcareous crystallization in tunneling drain (or suspension sediment) in addition, and tunnel drainage effect is produced serious influence.Tunnel is through limestone area, because of calcareous Crystallization Plugging gutter, long-term draining is obstructed very large on tunnel structure impact, in tunnel, external water pressure constantly increases, the supporting drag of tunnel support structure also increases thereupon, when after tunnel support structure cracking, tunnel there will be infiltration drainage in various degree, the operation in tunnel is produced to potential potential safety hazard, in order to reduce the calcareous Crystallization Plugging gutter in the tunneling drain of limestone area, at present, in the time of tunneling, tunneling drain Crystallization Plugging is not caused to enough attention both at home and abroad, in tunnel construction, reckon without the processing of the Crystallization Plugging problem in later stage, therefore, the draining of a kind of appropriate degree of design, and the tunnel drainage structure that can solve the Crystallization Plugging problem in tunnel when operation in later stage is necessary.
Summary of the invention
For above-mentioned weak point of the prior art, the invention provides a kind of tunnel drainage system that can solve the appropriate tunnel limited drainage discharge structure of Crystallization Plugging problem, draining and there is this structure.
To achieve these goals, the invention provides following technical scheme: the discharge structure of a kind of tunnel limited drainage, comprise and interconnecting and diameter two gutters not etc., wherein gutter A diameter is less than gutter B, the sealing of described gutter A one end, the sealed end of gutter A stretches into gutter B, also comprise spring, described spring and gutter A sealed end bottom are connected, be provided with the gate valve sheet mating with gutter A cross-sectional sizes at the movable end of described spring, position on gutter A between bottom and gate valve sheet is provided with multiple delivery ports, described gate valve sheet is slidably connected in gutter A by stopper.
A kind of tunnel drainage system, comprises transverse drain, longitudinal drainage pipe and central drainage pipe, and described transverse drain is the gutter with above-mentioned tunnel limited drainage discharge structure.
Can find out by above technical scheme, the present invention is simple in structure, in the time that in gutter A, hydraulic pressure acquires a certain degree, hydraulic pressure will compress gate valve sheet, when gate valve sheet is depressed into after outfall, by the ponding of automatically discharging in catchment, after hydraulic pressure in gutter A reduces, spring will extend, spring drives gate valve sheet will automatically close delivery port, gutter A starts again to catchment, reach the effect of appropriate draining, the setting of stopper be for water plugging effect better, slidably reciprocating of stopper in addition, can clear away dexterously the calcareous crystallization (or suspension sediment) that is bonded at gutter inside, suitable applying.
Brief description of the drawings
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, to the accompanying drawing of required use in embodiment or description of the Prior Art be briefly described below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, do not paying under the prerequisite of creative work, can also obtain according to these accompanying drawings other accompanying drawing.
Fig. 1 is the structural representation of limited drainage discharge structure in tunnel in the present invention;
Fig. 2 is the tunnel system structural representation in the present invention with tunnel limited drainage discharge structure.
Detailed description of the invention
Further describe the present invention below in conjunction with specific embodiment and accompanying drawing.
A kind of discharge structure of tunnel limited drainage as shown in Figure 1, comprise and interconnecting and diameter two gutters not etc., wherein gutter A1 diameter is less than gutter B2, the sealing of described gutter A1 one end, the sealed end of gutter A1 stretches into gutter B2, also comprise spring 3, described spring 3 is connected with gutter A1 sealed end bottom, be provided with the gate valve sheet 4 mating with gutter A1 cross-sectional sizes at the movable end of described spring 3, position on gutter A1 between bottom and gate valve sheet is provided with multiple delivery ports 5, described gate valve sheet 4 is slidably connected in gutter A1 by stopper 6.
Spring force
, work as water pressure
time, gate valve sheet will be opened automatically, and tunneling drain has just formed limited drainage process.Work as water pressure
time, spring drives gate valve sheet by automatic closing gate valve, particularly, (is water pressure when hydraulic pressure in gutter A acquires a certain degree
) time, hydraulic pressure will compress gate valve sheet 4, and gate valve sheet 4 is depressed into outfall 5 when rear, by the ponding of automatically discharging in catchment, (is water pressure when gutter A hydraulic pressure reduces
) after, spring 3 will extend, the moving gate valve sheet 4 of spring 3 will be closed delivery port 5 automatically, gutter starts again to catchment, can reach like this effect of appropriate draining, the setting of stopper 6 be for water plugging effect better, can increase the contact area with gutter A1 inwall simultaneously, prevent gate valve sheet 4 because of unbalance stress bring crooked, cause whole discharge structure normally to work, slidably reciprocating of stopper 6 in addition, can clear away the calcareous crystallization (or suspension sediment) that is bonded at gutter A1 inside dexterously.
A drainage system with tunnel limited drainage discharge structure as shown in Figure 2, comprises transverse drain, longitudinal drainage pipe and central drainage pipe, and tunnel limited drainage drainage system is as shown in Figure 1 arranged to transverse drain middle part.
In whole restricted discharge process, when hydraulic pressure acquires a certain degree, hydraulic pressure is by Compress Spring 3, and spring 3 drives gate valve sheet 4 by the ponding of automatically discharging in catchment.When after tunnel lining hydraulic pressure reduction behind, spring 3 will extend, and spring 3 drives gate valve sheet 4 will automatically close delivery port, and tunnel lining starts again to catchment behind.Can prevent the blockage problem of tunneling drain crystalline deposit alluvial.
The advantages such as the present invention is simple in structure, and operability is very strong, and practicality is wide, can promote that the ecosystem is had relatively high expectations or the development of the drainage system in tunnel, limestone area effectively.
The technical scheme above embodiment of the present invention being provided is described in detail, applied principle and the embodiment of specific case to the embodiment of the present invention herein and set forth, the explanation of above embodiment is only applicable to help to understand the principle of the embodiment of the present invention; , for one of ordinary skill in the art, according to the embodiment of the present invention, in detailed description of the invention and range of application, all will change, in sum, this description should not be construed as limitation of the present invention meanwhile.
Claims (2)
1. a tunnel limited drainage discharge structure, comprise and interconnecting and diameter two gutters not etc., wherein gutter A diameter is less than gutter B, it is characterized in that: the sealing of described gutter A one end, the sealed end of gutter A stretches into gutter B, also comprise spring, described spring and gutter A sealed end bottom are connected, be provided with the gate valve sheet mating with gutter A cross-sectional sizes at the movable end of described spring, position on gutter A between bottom and gate valve sheet is provided with delivery port, and described gate valve sheet is slidably connected in gutter A by stopper.
2. a tunnel drainage system, comprises transverse drain, longitudinal drainage pipe and central drainage pipe, it is characterized in that: described transverse drain is the gutter with tunnel as claimed in claim 1 limited drainage discharge structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410399542.0A CN104196562B (en) | 2014-08-15 | 2014-08-15 | Drainage structure for controlled drainage of tunnel and tunnel drainage system with same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410399542.0A CN104196562B (en) | 2014-08-15 | 2014-08-15 | Drainage structure for controlled drainage of tunnel and tunnel drainage system with same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104196562A true CN104196562A (en) | 2014-12-10 |
| CN104196562B CN104196562B (en) | 2017-01-18 |
Family
ID=52081910
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410399542.0A Active CN104196562B (en) | 2014-08-15 | 2014-08-15 | Drainage structure for controlled drainage of tunnel and tunnel drainage system with same |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104196562B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105986836A (en) * | 2016-06-14 | 2016-10-05 | 中铁隧道勘测设计院有限公司 | Single-line railway tunnel substrate waterproof and drainage reinforcing system |
| CN107131001A (en) * | 2017-06-28 | 2017-09-05 | 中铁第四勘察设计院集团有限公司 | A kind of and water delivery and the Railway Tunnel of communication function |
| CN107228696A (en) * | 2017-06-15 | 2017-10-03 | 山东大学 | A kind of tunnel bulk water yield real time automatic measuring device and its application method |
| CN111577385A (en) * | 2020-06-09 | 2020-08-25 | 东北大学 | Limited drainage method and method for optimizing thickness of tunnel grouting ring |
| CN111589805A (en) * | 2020-05-26 | 2020-08-28 | 重庆大学 | Green system and method for removing crystals of drainage pipeline of long and large karst tunnel |
| CN113431981A (en) * | 2021-07-09 | 2021-09-24 | 重庆交通大学 | Prevent tunnel drain pipe of crystallization jam |
| CN113789795A (en) * | 2021-09-23 | 2021-12-14 | 四川瑞云建设工程有限公司 | Highway slope protection structure and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1546245A (en) * | 2003-11-28 | 2004-11-17 | 陈寿春 | Antiscaling treatment and purification method for water drain pipes |
| 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 |
| CN202366712U (en) * | 2011-11-04 | 2012-08-08 | 中华人民共和国淮安出入境检验检疫局 | Small ion exchange column for pretreatment of lead and cadmium ions before detection |
| CN204041082U (en) * | 2014-08-15 | 2014-12-24 | 重庆国翔新材料有限公司 | The discharge structure of tunnel limited drainage |
-
2014
- 2014-08-15 CN CN201410399542.0A patent/CN104196562B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1546245A (en) * | 2003-11-28 | 2004-11-17 | 陈寿春 | Antiscaling treatment and purification method for water drain pipes |
| CN202366712U (en) * | 2011-11-04 | 2012-08-08 | 中华人民共和国淮安出入境检验检疫局 | Small ion exchange column for pretreatment of lead and cadmium ions before detection |
| 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 |
| CN204041082U (en) * | 2014-08-15 | 2014-12-24 | 重庆国翔新材料有限公司 | The discharge structure of tunnel limited drainage |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105986836A (en) * | 2016-06-14 | 2016-10-05 | 中铁隧道勘测设计院有限公司 | Single-line railway tunnel substrate waterproof and drainage reinforcing system |
| CN105986836B (en) * | 2016-06-14 | 2018-12-14 | 中铁隧道勘测设计院有限公司 | A kind of single-track railway tunnel substrate guarded drainage strengthen the system |
| CN107228696A (en) * | 2017-06-15 | 2017-10-03 | 山东大学 | A kind of tunnel bulk water yield real time automatic measuring device and its application method |
| CN107131001A (en) * | 2017-06-28 | 2017-09-05 | 中铁第四勘察设计院集团有限公司 | A kind of and water delivery and the Railway Tunnel of communication function |
| CN107131001B (en) * | 2017-06-28 | 2023-09-12 | 中铁第四勘察设计院集团有限公司 | High-speed railway tunnel with water delivery and traffic functions |
| CN111589805A (en) * | 2020-05-26 | 2020-08-28 | 重庆大学 | Green system and method for removing crystals of drainage pipeline of long and large karst tunnel |
| CN111577385A (en) * | 2020-06-09 | 2020-08-25 | 东北大学 | Limited drainage method and method for optimizing thickness of tunnel grouting ring |
| CN111577385B (en) * | 2020-06-09 | 2022-02-11 | 东北大学 | Limited drainage method and method for optimizing thickness of tunnel grouting ring |
| CN113431981A (en) * | 2021-07-09 | 2021-09-24 | 重庆交通大学 | Prevent tunnel drain pipe of crystallization jam |
| CN113431981B (en) * | 2021-07-09 | 2022-06-14 | 重庆交通大学 | Prevent tunnel drain pipe of crystallization jam |
| CN113789795A (en) * | 2021-09-23 | 2021-12-14 | 四川瑞云建设工程有限公司 | Highway slope protection structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104196562B (en) | 2017-01-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104196562A (en) | Drainage structure for controlled drainage of tunnel and tunnel drainage system with same | |
| CN102644469A (en) | Ultra-deep hole pre-grouting pipe for crack-developed surrounding rock and grouting method | |
| CN104196564A (en) | Tunnel drainage system and disposal method for crystal blockage of tunnel | |
| CN106761924B (en) | A kind of anti-water gushing out with high pressure air bag of pressure self-balancing | |
| CN104481450A (en) | Sealing method for hydrological hole | |
| CN104343411A (en) | Hole sealing device for rapidly sealing drill holes | |
| CN203879516U (en) | Sequential and segmentation grouting device of tunnel grouting model test | |
| CN204041113U (en) | A kind of drainage system being convenient to observation tunnel crystallization | |
| CN103807477B (en) | Pipeline irrigation adjustable-pressure is slow opens and closes automatic drainage valve | |
| CN103382852B (en) | Underground flood damage emergency water draining rescue system and method | |
| CN203175568U (en) | Internal sludge feeding and discharging control mechanism of pipe-jacking heading machine for cable tunnel | |
| CN204041082U (en) | The discharge structure of tunnel limited drainage | |
| CN203782681U (en) | Grouting check device for freezing pipe | |
| CN203703289U (en) | Slowly-opening-closing automatic drain valve with pipeline irrigation pressure adjusting function | |
| CN204041111U (en) | tunnel drainage structure | |
| CN204041110U (en) | A kind of fluid speed change is except the tunnel drainage structure of crystallization | |
| CN105757383A (en) | Pipe connecting device easy to assemble and disassemble | |
| CN103938613A (en) | Freezing pipe injected grout non-return device | |
| CN203768880U (en) | Device for gate closing water stopping of temporary gate | |
| CN103774697B (en) | Waterproofing of movement joints structure can inspection system and construction method thereof | |
| CN204041112U (en) | Tunnel drainage pipeline is automatically except crystalline texture | |
| CN103526818A (en) | Wastewater discharge system for texturing equipment | |
| CN203395403U (en) | Flexible through-wall pipe with seal structure | |
| CN203808032U (en) | Chamber plug concrete drain pipe controllable device | |
| CN205173787U (en) | Pipeline is flexible to be connected |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: 400000 4 1-15-1, 89 Jin Yu Avenue, North New District, Chongqing Applicant after: CHONGQING GUOXIANG NEW MATERIAL CO., LTD. Address before: 400000 4 1-15-1, 89 Jin Yu Avenue, new North District, Chongqing, Yubei District Applicant before: CHONGQING GUOXIANG NEW MATERIAL CO., LTD. |
|
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zhang Xuefu Inventor after: Zhang Bin Inventor after: Zhang Xuelun Inventor after: Lan Wenbin Inventor after: Zhang Huan Inventor before: Zhang Xuefu Inventor before: Zhang Bin Inventor before: Zhang Xuelun Inventor before: Lan Wenbin |
|
| COR | Change of bibliographic data | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Chongqing Guoxiang New Material Co., Ltd Document name: Notification of Approving Refund |