CN202745937U - Hidden trench for concentrated seepage water guidance and drainage of existing tunnel in cold area - Google Patents
Hidden trench for concentrated seepage water guidance and drainage of existing tunnel in cold area Download PDFInfo
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- CN202745937U CN202745937U CN201220192543.4U CN201220192543U CN202745937U CN 202745937 U CN202745937 U CN 202745937U CN 201220192543 U CN201220192543 U CN 201220192543U CN 202745937 U CN202745937 U CN 202745937U
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- tunnel
- drainage
- draining
- cement mortar
- undercut
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
本实用新型涉及一种寒区既有隧道集中渗漏引排水暗槽，其特征在于：沿隧道环向在隧道衬砌内设置排水暗槽，在暗槽内向围岩方向施做引水钻孔，在排水暗槽内设置排水半管，引水钻孔与排水半管相连接，排水半管与隧道排水沟相连接，排水暗槽用水泥砂浆填充至与隧道衬砌表面平齐，沿排水暗槽在隧道衬砌表面涂抹水泥砂浆，将挤塑保温板贴在水泥砂浆上，用长塑料胀钉固定在隧道衬砌上，挤塑保温板外用尼龙网格布和水泥砂浆进行封闭。本实用新型通过在隧道衬砌渗漏处设置多个引水钻孔，将围岩中的水引流到沿隧道环向布置的排水半管中排出，提高了寒区隧道渗漏水治理效果。
The utility model relates to a dark channel for concentrated leakage and drainage of an existing tunnel in a cold region. A drainage half-pipe is set in the drainage trough, the water diversion hole is connected to the drainage half-pipe, and the drainage half-pipe is connected to the tunnel drainage ditch. The drainage trough is filled with cement mortar until it is flush with the surface of the tunnel lining. The surface of the tunnel lining is coated with cement mortar, the extruded plastic insulation board is pasted on the cement mortar, fixed on the tunnel lining with long plastic expansion nails, and the exterior of the extruded plastic insulation board is sealed with nylon mesh cloth and cement mortar. The utility model arranges a plurality of water diversion boreholes at the leaking place of the tunnel lining to divert the water in the surrounding rock to the drainage half-pipe arranged along the ring direction of the tunnel, thereby improving the effect of treating the seepage water of the tunnel in the cold region.
Description
One, technical field
The utility model relates to a kind of cold district's existing tunnel concentrative seepage ejectment water undercut in the Curing of Tunnel Diseases.
Two, background technology
Tunnel Water Leakage is one of domestic and international tunnel Common Diseases, and the regulation of percolating water is the technical barrier that the domestic and international project interface is faced.Tunnel Water Leakage harm is very large, and service life of equipment in the service life in minimizing tunnel and the tunnel has worsened tunnel environment, affects traffic safety, has increased the operation maintenance cost; Simultaneously may cause surface collapse again, affect surrounding enviroment.
In China's new highway, railway tunnel, have much to be located in frigid plateau region.The relatively general weather conditions of the water leakage defect that produces in the frigid plateau region tunnel are more serious, can have a strong impact on tunnel operation and traffic safety.Behind the frigid plateau region tunnel generation water leakage defect, not only percolating water can affect normal use and the life-span of equipment in the tunnel, and after the circulation of the concrete at percolating water place process thawing, the intensity decrease, even Local Cracking, can bring great hidden danger to structural safety, flowing water has a strong impact on traffic safety icy on road simultaneously.
Traditional control measures comprises: the one, and the earth's surface is cut, row, precipitation, namely cuts off near the source of the underground water tunnel, reduces the water pressure of tunnel lining structure; The 2nd, shutoff slip casting in water route in the hole is namely effectively repaired and is filled tunnel lining internal flaw and lining cutting space behind, forms a water barrier that jointly is comprised of tunnel lining and country rock; The 3rd, backfill grouting between lining cutting and the preliminary bracing is pressed into space between lining cutting and the preliminary bracing with cement grout by grouting pump, eliminates water space and underground water migrating channels in the liner structure; The 4th, the inner slip casting of liner structure, namely the principle of applicating road chemical grouting is carried out ejection for water plugging, and space, filling crack reaches the purpose of sealing.
The technical measures high by costs such as shutoff and fillings can play certain effect really, but As time goes on weaken with effect, and can't eradicate the generation of Tunnel Water Leakage; Simultaneously, consider the special hydrology geological conditions in highland and severe cold tunnel, the percolating water management measure of the adaptation tunnel in cold area that a kind of cheap, easy construction of exigence, effect are permanent.
Three, summary of the invention
The utility model purpose is to administer for the percolating water of cold district existing tunnel, and a kind of cold district's existing tunnel concentrative seepage ejectment water undercut is provided, thereby improves regulation effect, minimizing operating cost, has simultaneously stronger operability.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of cold district's existing tunnel concentrative seepage ejectment water undercut, it is characterized in that: along the tunnel hoop draining undercut is set in tunnel lining, in undercut, perform diversion boring to the country rock direction, the draining semicanal is set in the draining undercut, diversion boring is connected with the draining semicanal, the draining semicanal is connected with the tunnel drainage ditch, the draining undercut is filled to concordant with the tunnel lining surface with cement mortar, smear cement mortar along the draining undercut on the tunnel lining surface, plastic extrusion heated board is attached on the cement mortar, be fixed in the tunnel lining with long plastic expanding nail, plastic extrusion heated board external application nylon grid cloth and cement mortar are sealed.
Adopt this cold district's existing tunnel concentrative seepage ejectment water undercut percolating water can be drawn from tunnel surrounding inside, improved the effect that percolating water is administered, and simple in structure, strong operability, cost is lower, and the antiseep effect is lasting; Simultaneously, can prevent that tunnel in cold area percolating water is at the inner freeze-thaw damage that produces of lining cutting.
Four, description of drawings
Fig. 1 structural representation of the present utility model (detail drawing)
Fig. 2 structural representation of the present utility model (elevation)
Five, the specific embodiment
With reference to Fig. 1～2, a kind of cold district's existing tunnel concentrative seepage ejectment water undercut, it is characterized in that: along the tunnel hoop in the tunnel lining 6 interior draining undercuts 2 that arrange, in undercut, perform diversion boring 1 to the country rock direction, at the draining undercut 2 interior draining semicanals 3 that arrange, diversion boring 1 is connected with draining semicanal 3, draining semicanal 3 is connected with tunnel drainage ditch 7, draining undercut 2 usefulness cement mortar are filled to concordant with tunnel lining 6 surfaces, smear cement mortar along draining undercut 2 on tunnel lining 6 surfaces, plastic extrusion heated board 4 is attached on the cement mortar, is fixed in the tunnel lining 6 with long plastic expanding nail 5, plastic extrusion heated board 4 external application nylon grid cloths and cement mortar are sealed.
Operating principle: the lining cutting behind underground water in the country rock enters draining semicanal in the draining undercut by diversion boring, and then drainage prevents that by plastic extrusion heated board the water in the draining semicanal from freezing to the tunnel drainage ditch.
Claims (1)
1. cold district's existing tunnel concentrative seepage ejectment water undercut, it is characterized in that: along the tunnel hoop draining undercut (2) is set in tunnel lining (6), in undercut, perform diversion boring (1) to the country rock direction, draining semicanal (3) is set in draining undercut (2), diversion boring (1) is connected with draining semicanal (3), draining semicanal (3) is connected with tunnel drainage ditch (7), draining undercut (2) is filled to concordant with tunnel lining (6) surface with cement mortar, smear cement mortar along draining undercut (2) on tunnel lining (6) surface, plastic extrusion heated board (4) is attached on the cement mortar, be fixed in the tunnel lining (6) with long plastic expanding nail (5), plastic extrusion heated board (4) external application nylon grid cloth and cement mortar are sealed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220192543.4U CN202745937U (en) | 2012-04-28 | 2012-04-28 | Hidden trench for concentrated seepage water guidance and drainage of existing tunnel in cold area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220192543.4U CN202745937U (en) | 2012-04-28 | 2012-04-28 | Hidden trench for concentrated seepage water guidance and drainage of existing tunnel in cold area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202745937U true CN202745937U (en) | 2013-02-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220192543.4U Expired - Fee Related CN202745937U (en) | 2012-04-28 | 2012-04-28 | Hidden trench for concentrated seepage water guidance and drainage of existing tunnel in cold area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202745937U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103939141A (en) * | 2014-03-24 | 2014-07-23 | 中铁工程设计咨询集团有限公司 | Anti-freezing system of tunnel drainage ditch |
| CN104061017A (en) * | 2014-07-08 | 2014-09-24 | 中交第二公路勘察设计研究院有限公司 | Tunnel maintainable type pressure reducing and water draining method and device for water rich stratum |
| CN104594946A (en) * | 2015-01-19 | 2015-05-06 | 中铁十八局集团有限公司 | Water-rich narrow tunnel water drainage structure under soft surrounding rock condition |
| AT517617A4 (en) * | 2015-11-26 | 2017-03-15 | Agru Kunststofftechnik Ges M B H | Cover for a sleeve |
| CN107421866A (en) * | 2017-05-16 | 2017-12-01 | 浙江大学 | A kind of experimental rig of simulation tunnel draining seepage state |
| CN108457696A (en) * | 2017-02-20 | 2018-08-28 | 辛德刚 | Empty wall drains anti-water tunnel |
| CN108590752A (en) * | 2018-01-09 | 2018-09-28 | 中交路桥建设有限公司 | Draining repair system and its construction method after a kind of underdrain formula tunnel-liner |
| CN111156037A (en) * | 2020-02-10 | 2020-05-15 | 四川省交通勘察设计研究院有限公司 | Construction structure and method capable of intensively treating large-scale water seepage of tunnel |
| CN112901265A (en) * | 2021-03-18 | 2021-06-04 | 西安建筑科技大学 | Tunnel drainage device and method for frozen soil area |
| CN117032330A (en) * | 2023-07-25 | 2023-11-10 | 兰州交通大学 | Method and device for relieving tunnel pressure fluctuation based on predictive model |
-
2012
- 2012-04-28 CN CN201220192543.4U patent/CN202745937U/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103939141B (en) * | 2014-03-24 | 2016-08-17 | 中铁工程设计咨询集团有限公司 | Tunnel drainage ditch winterization system |
| CN103939141A (en) * | 2014-03-24 | 2014-07-23 | 中铁工程设计咨询集团有限公司 | Anti-freezing system of tunnel drainage ditch |
| CN104061017A (en) * | 2014-07-08 | 2014-09-24 | 中交第二公路勘察设计研究院有限公司 | Tunnel maintainable type pressure reducing and water draining method and device for water rich stratum |
| CN104594946A (en) * | 2015-01-19 | 2015-05-06 | 中铁十八局集团有限公司 | Water-rich narrow tunnel water drainage structure under soft surrounding rock condition |
| AT517617A4 (en) * | 2015-11-26 | 2017-03-15 | Agru Kunststofftechnik Ges M B H | Cover for a sleeve |
| AT517617B1 (en) * | 2015-11-26 | 2017-03-15 | Agru Kunststofftechnik Ges M B H | Cover for a sleeve |
| CN108457696A (en) * | 2017-02-20 | 2018-08-28 | 辛德刚 | Empty wall drains anti-water tunnel |
| CN107421866A (en) * | 2017-05-16 | 2017-12-01 | 浙江大学 | A kind of experimental rig of simulation tunnel draining seepage state |
| CN107421866B (en) * | 2017-05-16 | 2023-05-09 | 浙江大学 | Test device for simulating drainage seepage state of tunnel |
| CN108590752A (en) * | 2018-01-09 | 2018-09-28 | 中交路桥建设有限公司 | Draining repair system and its construction method after a kind of underdrain formula tunnel-liner |
| CN111156037A (en) * | 2020-02-10 | 2020-05-15 | 四川省交通勘察设计研究院有限公司 | Construction structure and method capable of intensively treating large-scale water seepage of tunnel |
| CN112901265A (en) * | 2021-03-18 | 2021-06-04 | 西安建筑科技大学 | Tunnel drainage device and method for frozen soil area |
| CN112901265B (en) * | 2021-03-18 | 2023-02-28 | 西安建筑科技大学 | Tunnel drainage device and method for permafrost regions |
| CN117032330A (en) * | 2023-07-25 | 2023-11-10 | 兰州交通大学 | Method and device for relieving tunnel pressure fluctuation based on predictive model |
| CN117032330B (en) * | 2023-07-25 | 2024-06-04 | 兰州交通大学 | Method and device for relieving tunnel pressure fluctuation based on predictive model |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130220 Termination date: 20150428 |
|
| EXPY | Termination of patent right or utility model |