CN101285397A - Submarine tunnel transverse water collecting tank - Google Patents
Submarine tunnel transverse water collecting tank Download PDFInfo
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- CN101285397A CN101285397A CNA2008100478431A CN200810047843A CN101285397A CN 101285397 A CN101285397 A CN 101285397A CN A2008100478431 A CNA2008100478431 A CN A2008100478431A CN 200810047843 A CN200810047843 A CN 200810047843A CN 101285397 A CN101285397 A CN 101285397A
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Abstract
The invention discloses a horizontal receiving pool of an underwater tunnel, comprising a left line vehicular tunnel, a right line vehicular tunnel and a service tunnel. The invention is characterized in that a horizontal catchment passage is adopted by the horizontal receiving pool; the horizontal receiving pool is arranged under the left line vehicular tunnel, the right line vehicular tunnel and the service tunnel; the axial line of the horizontal receiving pool is vertically or approximately vertically crossed with the axial lines of the left line vehicular tunnel, the right line vehicular tunnel and the service tunnel; edge water ditches are arranged in the left line vehicular tunnel and the right line vehicular tunnel; drainage draft tubes in the vertical direction are arranged at the bottom of the edge water ditches; and a drainage pump room is arranged on the horizontal receiving pool. The horizontal receiving pool of the underwater tunnel has the characteristics of collecting uniformly waste water in the interior of a plurality of tunnels, converging the waste water after collection into a waste water pump room for processing and discharge, reducing greatly engineering quantity, reducing engineering cost, improving water collection efficiency and simplifying structure and configuration of a water collecting system, and is applicable to the seafloor tunnel or the underwater tunnel construction engineering field.
Description
Technical field
The invention belongs to submerged tunnel engineering field, more specifically relate to a kind of submarine tunnel transverse water collecting tank, be applicable to the drainage system engineering of submerged tunnel, in the drainage system engineering, laterally the effect of collecting-tank is the tunnel waste water in a plurality of tunnels is gathered.
Background technology
Tunnel drainage comprises waste water drainage system and drainage system against rain.Submerged tunnel generally is provided with the waste water pump house at lowest part, to get rid of fire-fighting waste water, flushing waste water, structural leakage water etc. in the tunnel.At the tunnel portal place rainwater pump house is set, the tunnel portal that dams when raining to get rid of is connected the rainwater of road.
At present, the threaded list roads, the left and right sides that adopt of building of seabed, submerged tunnel separate the form that is provided with more, and special tunnel form can adopt the situation that increases service tunnel.The tunnel that left and right sides line is set at present generally adopt left and right sides line draining separate, form the form of drainage system alone, its advantage is that the independence of drainage system can guarantee that the fault of single tunnel drainage system can not cause the draining fault in other tunnels, its shortcoming is that the tunnel drainage system civilwork engineering quantity is big, can cause huge project scale when a plurality of parallel tunnel especially is set, a plurality of rainwater pump houses etc. are set as needs.
The present invention has adopted the tunnel lateral direction collecting-tank, collects the waste water in a plurality of parallel tunnels is unified, and be one comprehensively with the drainage system in a plurality of tunnels, significantly reduced the civil works scale.The present invention will note doing the coordination of longitudinal gradient between a lot of tunnel when using, in order to avoid cause the obstructed of draining in the tunnel.
Summary of the invention
The objective of the invention is to be to provide a kind of submarine tunnel transverse water collecting tank, this collecting-tank (hole) can satisfy unified a plurality of tunnel internal waste water of collecting, and waste water collects in after collection is finished in the waste water pump house, handles, gets rid of.Significantly reduce engineering quantity, reduced construction costs, improved water collection efficiency.
For satisfying the tunnel drainage needs, separate the cavern, tunnel along each the waste water collecting and arranging equipment all should be set, because layout position difference between each Parallel Tunnel cavern merges one as the waste water pump house with the Parallel Tunnel cavern, then function of use can be satisfied, construction costs can be reduced again.
A kind of submarine tunnel transverse water collecting tank, comprise left line driving cavern, right line driving cavern, service tunnel, the draining pump house, gutter way, drainage tube, at left line vehicular tunnel, the right lateral vehicular tunnel, the below, tunnel that the absolute altitude of service tunnel is minimum is provided with horizontal collecting-tank (hole), the axis and the left line vehicular tunnel of horizontal collecting-tank (hole), right line vehicular tunnel, the axis normal of service tunnel or near normal intersect, reduce the intersection region to reduce horizontal collecting-tank (hole) to left line vehicular tunnel as far as possible, right line vehicular tunnel, the influence of service tunnel, at left line vehicular tunnel, be provided with gutter way in the right line vehicular tunnel, at the gutter way bottom of trench vertical direction draining drainage tube is set, drainage tube is with the extremely horizontal collecting-tank (hole) of the waste water drainage of gutter way, laterally collecting-tank (hole) is provided with the draining pump house, after laterally the waste water of collecting-tank (hole) lining enters the draining pump house, pass through riffler, waste water enters sump behind the sediment after filtration, it is some to be provided with water pump in sump, to reach the purpose of pulling out waste water.
The present invention compared with prior art, its advantage is to collect the waste water in a plurality of parallel tunnels is unified, is one comprehensively with the drainage system in a plurality of tunnels, has significantly reduced the civil works scale.The present invention will note doing the coordination of longitudinal gradient between a lot of tunnel when using, in order to avoid cause the obstructed of draining in the tunnel, the a plurality of tunnel internal waste water of unified collection have been satisfied, effectively the intact back of wastewater collection collection is handled, pulled out in a waste water pump, significantly reduced engineering quantity, reduced construction costs effectively, with low cost, improve water collection efficiency, simplified the structure and the structure of collecting system, be particularly useful for seabed or submerged tunnel engineering field.
Description of drawings
Fig. 1 is a kind of submarine tunnel transverse water collecting tank structural representation
Fig. 2 is a kind of submarine tunnel transverse water collecting tank (hole) facade arrangement diagram
The horizontal collecting-tank of Fig. 3 (hole) outline inboard profile
Wherein: 1-left side line vehicular tunnel, the right line vehicular tunnel of 2-, the 3-service tunnel, 4-draining pump house, the horizontal collecting-tank of 5-(hole), the 6-gutter way, the 7-drainage tube, "
" represent water (flow) direction
The specific embodiment
Below in conjunction with accompanying drawing the present invention is described in further detail:
According to Fig. 1, Fig. 2, Fig. 3 as can be known, a kind of submarine tunnel transverse water collecting tank, comprise left line vehicular tunnel 1, right line vehicular tunnel 2, service tunnel 3, draining pump house 4, horizontal collecting-tank 5, gutter way 6, drainage tube 7, laterally the Waste Water Centralized in two of adopting that the passage that laterally catchments will parallel or low-angle (in 30 degree) intersects of collecting-tank (hole) 5 or the cavern, two following tunnels imports the 4 interior unification eliminatings of draining pump house then, at left line vehicular tunnel 1, right line vehicular tunnel 2, the below, tunnel that the absolute altitude of service tunnel 3 is minimum is provided with horizontal collecting-tank (hole) 5, so that laterally collecting-tank (hole) 5 satisfies the requirement of catchmenting in two or more tunnels, the axis and the left line vehicular tunnel 1 of horizontal collecting-tank (hole) 5, right line vehicular tunnel 2, the axis normal of service tunnel 3 or near normal intersect, reduce the intersection region to reduce 5 pairs of left line vehicular tunnels 1 of horizontal collecting-tank (hole) as far as possible, right line vehicular tunnel 2, the influence of service tunnel 3, at left line vehicular tunnel 1, be provided with gutter way 6 in the right line vehicular tunnel 2, at gutter way 6 bottoms of trench vertical direction draining drainage tube 7 is set, drainage tube 7 is with the extremely horizontal collecting-tank (hole) 5 of the waste water drainage of gutter way 6, laterally collecting-tank (hole) 5 is provided with draining pump house 4, draining pump house 4 belongs to the receiving system of horizontal collecting-tank (hole) 5, after the waste water that horizontal collecting-tank (hole) is 5 li enters drainage pump rooms 4, pass through riffler, waste water enters sump behind the sediment after filtration, it is some to be provided with water pump in sump, to reach the purpose of pulling out waste water.
Gutter way 6 in left side line vehicular tunnel 1, right line vehicular tunnel 2, the service tunnel 3 links to each other with horizontal collecting-tank (hole) 5 by drainage tube 7, the waste water that makes 6 li of gutter ways in the left line vehicular tunnel 1, right line vehicular tunnel 2, service tunnel 3 by drainage tube 7 drainages to horizontal collecting-tank (hole) 5, laterally the waste water of collecting-tank (hole) 5 enters draining pump house 4, is finally got rid of by the water pump in the sump behind the sediment after filtration.
Claims (2)
1, a kind of submarine tunnel transverse water collecting tank, comprise left line vehicular tunnel (1), right line vehicular tunnel (2), service tunnel (3), it is characterized in that horizontal collecting-tank (5) adopts the passage that laterally catchments, at left line vehicular tunnel (1), right line vehicular tunnel (2), the below, tunnel of service tunnel (3) is provided with horizontal collecting-tank (5), the axis and the left line vehicular tunnel (1) of horizontal collecting-tank (5), right line vehicular tunnel (2), the axis normal of service tunnel (3) or near normal intersect, on a left side, right line vehicular tunnel (1,2) be provided with gutter way (6) in, at gutter way (6) bottom of trench vertical direction draining drainage tube (7) is set, laterally collecting-tank (5) is provided with draining pump house (4).
2, a kind of submarine tunnel transverse water collecting tank according to claim 1 is characterized in that: the gutter way (6) in left line vehicular tunnel (1), right line vehicular tunnel (2), the service tunnel (3) links to each other with collecting-tank (5) by drainage tube (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100478431A CN101285397B (en) | 2008-05-29 | 2008-05-29 | Submarine tunnel transverse water collecting tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100478431A CN101285397B (en) | 2008-05-29 | 2008-05-29 | Submarine tunnel transverse water collecting tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101285397A true CN101285397A (en) | 2008-10-15 |
| CN101285397B CN101285397B (en) | 2010-06-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2008100478431A Active CN101285397B (en) | 2008-05-29 | 2008-05-29 | Submarine tunnel transverse water collecting tank |
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| CN (1) | CN101285397B (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094677B (en) * | 2009-12-11 | 2012-10-24 | 中铁十一局集团有限公司 | Emergency equipment for adverse-slope tracking water drainage and silt discharging in tunnel construction |
| CN104847407A (en) * | 2015-05-19 | 2015-08-19 | 山东大学 | Roof plate spraying and gushing water collecting combination device and assembly method thereof |
| CN104975877A (en) * | 2015-07-08 | 2015-10-14 | 甘肃路桥建设集团有限公司 | Portal external road surface water blocking and discharging system with tunnel portal in downslope direction and manufacturing method for same |
| CN105863040A (en) * | 2016-04-18 | 2016-08-17 | 上海市城市建设设计研究总院 | Attached rainwater pump house structure |
| CN108194120A (en) * | 2018-03-15 | 2018-06-22 | 四川省交通运输厅公路规划勘察设计研究院 | Tunnel construction with generating function |
| CN110792473A (en) * | 2019-10-18 | 2020-02-14 | 中交第二公路勘察设计研究院有限公司 | Three-hole tunnel drainage system for centralized drainage by using service tunnel |
| CN110952992A (en) * | 2019-11-29 | 2020-04-03 | 中铁第四勘察设计院集团有限公司 | Superimposed line tunnel |
| CN111005761A (en) * | 2020-01-02 | 2020-04-14 | 深圳市综合交通设计研究院有限公司 | Water collecting and draining structure of mine-method tunnel and construction method thereof |
| CN111119994A (en) * | 2020-01-02 | 2020-05-08 | 深圳市综合交通设计研究院有限公司 | Water collecting and draining structure of mine-method tunnel and construction method thereof |
| WO2021109537A1 (en) * | 2019-12-04 | 2021-06-10 | 中交第二公路勘察设计研究院有限公司 | Ultra-long tunnel sewage disposing and separation drainage structure suitable for cold regions |
| CN114278374A (en) * | 2021-11-29 | 2022-04-05 | 国能朔黄铁路发展有限责任公司 | Tunnel basement drainage system |
| CN114934808A (en) * | 2022-06-29 | 2022-08-23 | 招商局重庆交通科研设计院有限公司 | Automatic control discharge system and method for water-rich tunnel based on structural safety |
| CN111005761B (en) * | 2020-01-02 | 2024-10-25 | 深圳市综合交通设计研究院有限公司 | Water collecting and draining structure of mine tunnel and construction method thereof |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1167364A1 (en) * | 1984-02-10 | 1985-07-15 | Ilyushin Viktor F | Tunnel lining drainage arrangement |
| CN1158938A (en) * | 1996-08-02 | 1997-09-10 | 北京市地下铁道建设公司 | Drainage and construction method for building subway |
| CN2613589Y (en) * | 2003-04-28 | 2004-04-28 | 上海市隧道工程轨道交通设计研究院 | Installation structure for tunnel pump station |
-
2008
- 2008-05-29 CN CN2008100478431A patent/CN101285397B/en active Active
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094677B (en) * | 2009-12-11 | 2012-10-24 | 中铁十一局集团有限公司 | Emergency equipment for adverse-slope tracking water drainage and silt discharging in tunnel construction |
| CN104847407A (en) * | 2015-05-19 | 2015-08-19 | 山东大学 | Roof plate spraying and gushing water collecting combination device and assembly method thereof |
| CN104975877A (en) * | 2015-07-08 | 2015-10-14 | 甘肃路桥建设集团有限公司 | Portal external road surface water blocking and discharging system with tunnel portal in downslope direction and manufacturing method for same |
| CN105863040A (en) * | 2016-04-18 | 2016-08-17 | 上海市城市建设设计研究总院 | Attached rainwater pump house structure |
| CN105863040B (en) * | 2016-04-18 | 2018-03-06 | 上海市城市建设设计研究总院（集团）有限公司 | It is attached to build formula rain pump room structure |
| CN108194120A (en) * | 2018-03-15 | 2018-06-22 | 四川省交通运输厅公路规划勘察设计研究院 | Tunnel construction with generating function |
| CN108194120B (en) * | 2018-03-15 | 2023-11-28 | 四川省公路规划勘察设计研究院有限公司 | Tunnel structure with power generation function |
| CN110792473A (en) * | 2019-10-18 | 2020-02-14 | 中交第二公路勘察设计研究院有限公司 | Three-hole tunnel drainage system for centralized drainage by using service tunnel |
| CN110952992A (en) * | 2019-11-29 | 2020-04-03 | 中铁第四勘察设计院集团有限公司 | Superimposed line tunnel |
| US11753937B2 (en) | 2019-12-04 | 2023-09-12 | Cccc Second Highway Consultants Co., Ltd. | Ultra-long tunnel sewage disposal, separation and drainage structure suitable for cold regions |
| WO2021109537A1 (en) * | 2019-12-04 | 2021-06-10 | 中交第二公路勘察设计研究院有限公司 | Ultra-long tunnel sewage disposing and separation drainage structure suitable for cold regions |
| CN111005761A (en) * | 2020-01-02 | 2020-04-14 | 深圳市综合交通设计研究院有限公司 | Water collecting and draining structure of mine-method tunnel and construction method thereof |
| CN111119994A (en) * | 2020-01-02 | 2020-05-08 | 深圳市综合交通设计研究院有限公司 | Water collecting and draining structure of mine-method tunnel and construction method thereof |
| CN111005761B (en) * | 2020-01-02 | 2024-10-25 | 深圳市综合交通设计研究院有限公司 | Water collecting and draining structure of mine tunnel and construction method thereof |
| CN114278374A (en) * | 2021-11-29 | 2022-04-05 | 国能朔黄铁路发展有限责任公司 | Tunnel basement drainage system |
| CN114934808A (en) * | 2022-06-29 | 2022-08-23 | 招商局重庆交通科研设计院有限公司 | Automatic control discharge system and method for water-rich tunnel based on structural safety |
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| Publication number | Publication date |
|---|---|
| CN101285397B (en) | 2010-06-09 |
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