CN107165673A - A kind of buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of Mining Method - Google Patents
A kind of buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of Mining Method Download PDFInfo
- Publication number
- CN107165673A CN107165673A CN201710354227.XA CN201710354227A CN107165673A CN 107165673 A CN107165673 A CN 107165673A CN 201710354227 A CN201710354227 A CN 201710354227A CN 107165673 A CN107165673 A CN 107165673A
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- waste water
- tunnel
- sections
- water pump
- pump house
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- 239000002351 wastewater Substances 0.000 title claims abstract description 232
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 238000005065 mining Methods 0.000 title claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 33
- 238000011010 flushing procedure Methods 0.000 claims description 11
- 239000007788 liquid Substances 0.000 description 3
- 238000005086 pumping Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 238000003809 water extraction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F16/00—Drainage
- E21F16/02—Drainage of tunnels
-
- 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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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Sewage (AREA)
Abstract
A kind of buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of Mining Method, the present invention relates to Underwater Traffic Tunnel technical field；Waste water pump house is equipped with tunnel A sections of minimum point, tunnel B sections of minimum point and tunnel C sections of minimum point；The waste water pump of middle waste water pump house and minimum waste water pump house by wastewater disposal basin and in wastewater disposal basin is constituted；Waste water lifting pipe in the waste water pump house that tunnel A sections and tunnel C sections of waste water pump house is separately positioned in the underface of left end tunnel ventilating shaft and right-hand member tunnel ventilating shaft, and tunnel A sections and tunnel C sections is connected to outdoor by its each self-corresponding tunnel tunnel ventilating shaft respectively；Waste water pump in minimum waste water pump house is connected by waste water lifting pipe with the wastewater disposal basin in tunnel C sections.Become big wastewater disposal basin into small wastewater disposal basin, become big pump into small pump, draining is convenient and swift, safe and efficient, reduce pump house and take up an area, the advantages of saving construction costs and pump house operating cost.
Description
Technical field
The present invention relates to Underwater Traffic Tunnel technical field, specifically related to a kind of buried Underwater Traffic Tunnel waste water of Mining Method
Fractional Collections grading, lifting is constructed.
Background technology
Buried Underwater Traffic Tunnel normal length is long, buries deeply, section is big, and such tunnel generally more appears in seabed traffic
Tunnel, the geographical position residing for this kind of tunnel is more special, while tunnelling function is important, it is higher to drainage requirement.Mining Method is
One of most common method of constructing tunnel, the Underwater Traffic Tunnel of this construction method generally requires the wastewater flow rate of discharge very
Greatly；Simultaneously as this kind of buried depth is larger, so, the waste water draining in this kind of tunnel is often one and is difficult to the problem of perfection is solved.
The waste water in such tunnel is discharged for economical and efficient, higher requirement is just proposed to drainage pattern.At present, most of design
Person is consistent with general tunnel form of export for the form of export of the buried submerged tunnel waste water of Mining Method, i.e., design one in minimum point
Individual waste water pump house, by outside waste water one-level lifting to tunnel.Although can so meet drain function, whole waste water draining system
There is very big deficiency in terms of the economy and security of system, be that many hidden danger, weak point have been buried in follow-up tunnel operation
It is mainly manifested in the following aspects：Single-stage lifting drainage pattern considerably increases draining pump lift demand, and this is unfavorable for waste water
The type selecting of pump, is also improved to equipment and the resistance to pressure request of tubing；Single-stage lifting drainage pattern considerably increases minimum point waste water pump
Room drainage load, while cause wastewater disposal basin volume to increase, and volume crosses conference increase the risk of tunnel construction；Single-stage lifts draining shape
Formula is unsatisfactory for the draining energy-conservation principle of " high water level and high-speed drainage, low water level and low-speed drainage ", makes the long-term fallback of whole waste drainage, unfavorable
In energy-conservation, and pump equipment service life is influenceed, the one-level lifting drainage pattern suitable for general tunnel is applied to buried
In Underwater Traffic Tunnel, it is clear that be inappropriate, it would be highly desirable to improve.
The content of the invention
It is reasonable in design, make in view of the defects and deficiencies of the prior art, the present invention intends to provide one kind is simple in construction
Constructed with the buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting of convenient Mining Method, the form has structure type and work
Method is simple, becomes big wastewater disposal basin into small wastewater disposal basin, becomes big pump into small pump, draining is convenient and swift, safe and efficient, reduces pump house and takes up an area,
The advantages of saving construction costs and pump house operating cost.
To achieve the above object, the technical solution adopted by the present invention is：Its compared with Shallow Section and under water buried section of structure by land-based area
Into；Described land-based area compared with Shallow Section be tunnel left bank hole to left end tunnel ventilating shaft between tunnel A sections, right-hand member air shaft extremely
Tunnel C sections between right bank hole；Described buried under water section is left end tunnel ventilating shaft to the tunnel B between right-hand member tunnel ventilating shaft
Section；Waste water pump house is equipped with described tunnel A sections of minimum point, tunnel B sections of minimum point and tunnel C sections of minimum point,
Wherein tunnel A sections and tunnel C sections of waste water pump house is middle waste water pump house, and tunnel B sections of waste water pump house is minimum waste water pump house；
Waste water pump of the described middle waste water pump house and minimum waste water pump house by wastewater disposal basin and in wastewater disposal basin is constituted；Described tunnel
Road A sections and tunnel C sections of waste water pump house is separately positioned on the underface of left end tunnel ventilating shaft and right-hand member tunnel ventilating shaft, and tunnel A
The waste water lifting pipe in waste water pump house in section and tunnel C sections is connected to room by its each self-corresponding tunnel tunnel ventilating shaft respectively
Outside；Waste water pump in described minimum waste water pump house is connected by waste water lifting pipe with the wastewater disposal basin in tunnel C sections.
Further, the flushing that the waste water that the wastewater disposal basin in described tunnel A sections is collected is mainly in tunnel A section is useless
Water, structural percolating water and fire-fighting waste water.
Further, waste water the rushing in tunnel B sections that the wastewater disposal basin in described minimum waste water pump house is collected
Wash waste water, structural percolating water and fire-fighting waste water.
Further, the waste water that the wastewater disposal basin in described tunnel C sections is collected mainly from tunnel C section interior flushing waste water,
Structural percolating water and fire-fighting waste water, and minimum point waste water pump house are promoted to the waste water of tunnel C sections of waste water pump house.
Further, the wastewater disposal basin in described middle waste water pump house and minimum waste water pump house is intended to logical with reference to Practical Project
Cross the determination of scientific algorithm method.
Further, the minimum point of described buried Underwater Traffic Tunnel is that underwater is not less than 60m, buried traffic under water
The total length in tunnel is not less than 3000m.
Further, the wastewater disposal basin dischargeable capacity in the waste water pump house in described tunnel C sections need to be not less than minimum waste water
Wastewater disposal basin dischargeable capacity in pump house.
Further, the total length of described waste water lifting pipe is not less than 1500m, and hoisting depth of waste water is not less than
45m。
After said structure, the present invention has the beneficial effect that：
1st, relative to general tunnel primary wastewater lifting form of export is adapted to, the dischargeable capacity of wastewater disposal basin can subtract significantly
Small, change big pool improves the security of buried submerged tunnel construction into little Chi, and pump house occupies little space, and saves engineering
Cost；
2nd, relative to general tunnel primary wastewater lifting form of export is adapted to, the less water pump of lift is can select, significantly
Add the optional scope of waste water pump；
3rd, relative to general tunnel primary wastewater lifting form of export is adapted to, the less water pump of lift is can select, so that
Reduce the resistance to pressure request of pipeline valve.
4th, relative to being adapted to general tunnel primary wastewater lifting form of export, high water level and high-speed drainage, low water level and low-speed drainage, so as to reduce
Energy consumption；
5th, relative to general tunnel primary wastewater lifting form of export is adapted to, Fractional Collections waste water does not interfere with each other, is classified
Lifting, improves the reliability and economy of waste water discharge；
6th, relative to general tunnel primary wastewater lifting form of export is adapted to, wastewater disposal basin Calculation of Effective Volume is determined more
It is scientific and reasonable；
7th, substantially, safe and reliable, whole waste drainage economical rationality is efficient for its superiority.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is the accompanying drawing used required in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, without having to pay creative labor, may be used also
To obtain other accompanying drawings according to these accompanying drawings.
Fig. 1 is the structural representation of the present invention.
Description of reference numerals：
1st, A sections of middle waste water pump houses；2nd, A sections of middle wastewater disposal basins；3rd, A sections of waste water pumps；4th, left end tunnel
Road ventilating shaft；5th, A sections of waste water lifting pipes；6th, minimum point waste water pump house；7th, minimum point wastewater disposal basin；8、
Minimum point waste water pump；9th, waste water lifting pipe；10th, C sections of middle waste water pump houses；11st, in the middle of C sections
Wastewater disposal basin；12nd, C sections of waste water pumps；13rd, right-hand member tunnel ventilating shaft；14th, C sections of waste water lifting pipes.
Embodiment
The present invention is further illustrated below in conjunction with the accompanying drawings.
Referring to as shown in figure 1, the technical scheme that present embodiment is used is：It is compared with Shallow Section and deep under water by land-based area
Bury section composition；Described land-based area is tunnel A sections between tunnel left bank hole to left end tunnel ventilating shaft 4 compared with Shallow Section, right-hand member leads to
Wind erects 13 wells to tunnel C sections between right bank hole；Described buried under water section is left end tunnel ventilating shaft 4 to right-hand member tunnel ventilating shaft
Tunnel B sections between 13；Provided with waste water pump house 1 in the middle of A sections at tunnel A sections described of minimum point, waste water pump house 1 in the middle of A sections
In provided with wastewater disposal basins 2 in the middle of A section and and A sections waste water pump 3 in A sections of centre wastewater disposal basins 2；Described tunnel B sections it is minimum
It is provided with point in minimum point waste water pump house 6, minimum point waste water pump house 6 provided with minimum point wastewater disposal basin 7 and positioned at minimum point wastewater disposal basin 7
In minimum point waste water pump 8；Provided with waste water pump house 10 in the middle of C sections at the minimum point of described C sections, waste water pump house 10 in the middle of C sections
The interior C sections waste water pump 12 provided with wastewater disposal basin 11 in the middle of C sections and in C sections of middle wastewater disposal basins 11；Waste water pump in the middle of described A sections
The A section waste water lifting pipe 5 that room 1 is arranged on the underface of left end tunnel ventilating shaft 4, A sections of waste water pumps 3 is arranged on left end tunnel ventilating shaft
In 4, the waste water in wastewater disposal basin 2 in the middle of A sections is drained into outdoor；Waste water pump house 10 is arranged on right-hand member tunnel wind in the middle of described C sections
C section waste water lifting pipe 14 on the underface of well 13, C sections of waste water pumps 12 is arranged in right-hand member ventilation perpendicular 13, described minimum point
Waste water pump 8 is connected by waste water lifting pipe 9 with wastewater disposal basin 11 in the middle of C sections, by the waste water lifting in minimum point wastewater disposal basin 7 to C sections
In middle wastewater disposal basin 11, and outdoor is drained into together with the waste water in wastewater disposal basin 10 in the middle of C sections.
Further, the waste water that wastewater disposal basin 2 is collected in the middle of described A sections be mainly flushing waste water in tunnel A sections,
Structural percolating water and fire-fighting waste water.
Further, flushing waste water, knot of the waste water that described minimum point wastewater disposal basin 7 is collected in tunnel B sections
Structure percolating water and fire-fighting waste water.
Further, the waste water that described C sections middle wastewater disposal basin 11 is collected mainly comes from flushing waste water in tunnel C sections, tied
Structure percolating water and fire-fighting waste water, and minimum point waste water pump house are promoted to the waste water of tunnel C sections of waste water pump house.
Further, wastewater disposal basin 2, C sections of middle wastewater disposal basins 11 and minimum point wastewater disposal basin 7 are intended to combine in the middle of described A sections
Practical Project is determined by scientific algorithm method.
Further, the minimum point of described buried Underwater Traffic Tunnel is that underwater is not less than 60m, buried traffic under water
The total length in tunnel is not less than 3000m.
Further, the dischargeable capacity of wastewater disposal basin 11 need to be not less than effective appearance of minimum point wastewater disposal basin 7 in the middle of described C sections
Product.
Further, the total length of described waste water lifting pipe 9 is not less than 1500m, and hoisting depth of waste water is not less than
45m。
The operation principle of present embodiment：Flushing in tunnel left bank hole to left end tunnel ventilating shaft section tunnel is given up
Water, structural percolating water and fire-fighting wastewater collection are into wastewater disposal basin 2 in the middle of A sections, when the water surface in wastewater disposal basin 2 in the middle of A sections reaches
Certain altitude, A sections of waste water pumps 3 start, and the waste water collected in wastewater disposal basin 2 in the middle of A sections is discharged into tunnel by A sections of waste water lifting pipes 5
Road, when the liquid level in wastewater disposal basin 2 in the middle of A sections is down to termination of pumping water level, A sections of waste water pumps 3 are out of service；Left end tunnel ventilating shaft 4 is to most
Low spot waste water pump house 6 and minimum point waste water pump house 6 to right-hand member tunnel ventilating shaft 13 tunnel flushing waste water, structural percolating water and fire-fighting
Waste water collects the minimum point wastewater disposal basin 7 into minimum point waste water pump house 6, when the water surface reaches certain height in minimum point wastewater disposal basin 7
Minimum point waste water pump 8 starts in degree, minimum point wastewater disposal basin 7, useless by what is collected in minimum point wastewater disposal basin 7 by waste water lifting pipe 9
Water extraction is risen in the middle of C sections in wastewater disposal basin 11, and when the liquid level in minimum point wastewater disposal basin 7 is down to termination of pumping water level, minimum point waste water pump 7 stops
Only run；Right-hand member tunnel ventilating shaft 13 is to the tunnel flushing waste water, structural percolating water and fire-fighting wastewater collection of right-hand member tunnel exit to C
In the middle of section in wastewater disposal basin 11, wastewater disposal basin 11 also receives the waste water in minimum point wastewater disposal basin 7 simultaneously in the middle of wherein C sections, when C sections
The water surface of middle wastewater disposal basin 11 reach a certain height, and C sections of waste water pumps 12 start, will be useless in the middle of C sections by C sections of waste water lifting pipes 14
The waste water discharge tunnel collected in pond 11, when the liquid level in wastewater disposal basin 11 in the middle of C sections is down to termination of pumping water level, C sections of waste water pumps 12
It is out of service.
After said structure, present embodiment has the beneficial effect that：Present embodiment provides a kind of Mining Method
Buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction, the form has structure type and engineering method simple, becomes big useless
Pond is small wastewater disposal basin, becomes big pump into small pump, draining is convenient and swift, safe and efficient, reduces pump house and takes up an area, save construction costs with
The advantages of pump house operating cost.
It is described above, it is merely illustrative of the technical solution of the present invention and unrestricted, those of ordinary skill in the art are to this hair
Other modifications or equivalent substitution that bright technical scheme is made, without departing from the spirit and scope of technical solution of the present invention,
It all should cover among scope of the presently claimed invention.
Claims (7)
1. a kind of buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of Mining Method, it is characterised in that：It is by land-based area
Compared with Shallow Section and under water buried section of composition；Described land-based area is compared with Shallow Section between tunnel left bank hole to left end tunnel ventilating shaft
Tunnel A sections, right-hand member air shaft to tunnel C sections between right bank hole；Described buried under water section be left end tunnel ventilating shaft extremely
Tunnel B sections between right-hand member tunnel ventilating shaft；Described tunnel A sections of minimum point, tunnel B sections of minimum point and tunnel C sections
Waste water pump house is equipped with minimum point, wherein tunnel A sections and tunnel C sections of waste water pump house is middle waste water pump house, tunnel B sections
Waste water pump house is minimum waste water pump house；Described middle waste water pump house and minimum waste water pump house are by wastewater disposal basin and positioned at wastewater disposal basin
In waste water pump constitute；Described tunnel A sections and tunnel C sections of waste water pump house is separately positioned on left end tunnel ventilating shaft and right-hand member tunnel
The waste water lifting pipe in waste water pump house in the underface of road ventilating shaft, and tunnel A sections and tunnel C sections is each corresponding by it respectively
Tunnel tunnel ventilating shaft be connected to outdoor；Waste water pump in described minimum waste water pump house passes through waste water lifting pipe and tunnel C sections
In wastewater disposal basin connection.
2. the buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of a kind of Mining Method according to claim 1,
It is characterized in that：The minimum point of described buried Underwater Traffic Tunnel is that underwater is not less than 60m, buried Underwater Traffic Tunnel
Total length is not less than 3000m.
3. the buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of a kind of Mining Method according to claim 1,
It is characterized in that：The wastewater disposal basin dischargeable capacity in waste water pump house in described tunnel C sections need to be not less than in minimum waste water pump house
Wastewater disposal basin dischargeable capacity.
4. the buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of a kind of Mining Method according to claim 1,
It is characterized in that：The total length of described waste water lifting pipe is not less than 1500m, and hoisting depth of waste water is not less than 45m.
5. the buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of a kind of Mining Method according to claim 1,
It is characterized in that：The waste water that wastewater disposal basin in described tunnel A sections is collected is mainly flushing waste water, knot in tunnel A sections
Structure percolating water and fire-fighting waste water.
6. the buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of a kind of Mining Method according to claim 1,
It is characterized in that：Flushing waste water of the waste water that wastewater disposal basin in described minimum waste water pump house is collected in tunnel B sections,
Structural percolating water and fire-fighting waste water.
7. the buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of a kind of Mining Method according to claim 1,
It is characterized in that：The waste water that wastewater disposal basin in described tunnel C sections is collected mainly oozes from flushing waste water, structure in tunnel C sections
Leak and fire-fighting waste water, and minimum point waste water pump house are promoted to the waste water of tunnel C sections of waste water pump house.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710354227.XA CN107165673B (en) | 2017-05-18 | 2017-05-18 | Mine method deep buried underwater traffic tunnel wastewater sectional collection and grading lifting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710354227.XA CN107165673B (en) | 2017-05-18 | 2017-05-18 | Mine method deep buried underwater traffic tunnel wastewater sectional collection and grading lifting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107165673A true CN107165673A (en) | 2017-09-15 |
| CN107165673B CN107165673B (en) | 2023-07-04 |
Family
ID=59815258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710354227.XA Active CN107165673B (en) | 2017-05-18 | 2017-05-18 | Mine method deep buried underwater traffic tunnel wastewater sectional collection and grading lifting structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN107165673B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108223008A (en) * | 2018-03-02 | 2018-06-29 | 中铁第六勘察设计院集团有限公司 | A kind of buried Underwater Traffic Tunnel wastewater disposal basin dischargeable capacity optimization structure of Mining Method |
| CN109026043A (en) * | 2018-09-18 | 2018-12-18 | 中铁第六勘察设计院集团有限公司 | A kind of long range submerged tunnel mine shield dynamic lays pattern and method from joint |
| CN112031866A (en) * | 2020-07-21 | 2020-12-04 | 中国水利水电第九工程局有限公司 | Tunnel segmented drainage lining construction process |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201460980U (en) * | 2009-07-07 | 2010-05-12 | 中铁二院工程集团有限责任公司 | High-speed railway loess tunnel drainage facility |
| RU2010114898A (en) * | 2010-04-13 | 2011-10-20 | Федеральное государственное научное учреждение "Институт региональной экономики Севера" (RU) | METHOD FOR STRUCTURE OF UNDERWATER TUNNELS |
| CN202531240U (en) * | 2012-04-24 | 2012-11-14 | 中铁电气化局集团有限公司 | Wind pressure drainage device for long and large tunnel |
| CN102787845A (en) * | 2012-07-19 | 2012-11-21 | 中铁十三局集团有限公司 | Segmented construction method of extra-long tunnels by adopting development machines to construct inclined shafts and headings first |
| CN102996178A (en) * | 2012-12-13 | 2013-03-27 | 中铁四局集团第二工程有限公司 | Drainage system for tunnel in severe cold region |
| CN103266915A (en) * | 2013-06-05 | 2013-08-28 | 桂林电子科技大学 | Mine automated water drainage system based on internet of things |
| CN104948226A (en) * | 2015-05-26 | 2015-09-30 | 中铁十四局集团第五工程有限公司 | Tunnel counter-slope drainage design method based on water inflow estimation and dynamic monitoring |
| CN206889021U (en) * | 2017-05-18 | 2018-01-16 | 中铁隧道勘测设计院有限公司 | A kind of buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of Mining Method |
-
2017
- 2017-05-18 CN CN201710354227.XA patent/CN107165673B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201460980U (en) * | 2009-07-07 | 2010-05-12 | 中铁二院工程集团有限责任公司 | High-speed railway loess tunnel drainage facility |
| RU2010114898A (en) * | 2010-04-13 | 2011-10-20 | Федеральное государственное научное учреждение "Институт региональной экономики Севера" (RU) | METHOD FOR STRUCTURE OF UNDERWATER TUNNELS |
| CN202531240U (en) * | 2012-04-24 | 2012-11-14 | 中铁电气化局集团有限公司 | Wind pressure drainage device for long and large tunnel |
| CN102787845A (en) * | 2012-07-19 | 2012-11-21 | 中铁十三局集团有限公司 | Segmented construction method of extra-long tunnels by adopting development machines to construct inclined shafts and headings first |
| CN102996178A (en) * | 2012-12-13 | 2013-03-27 | 中铁四局集团第二工程有限公司 | Drainage system for tunnel in severe cold region |
| CN103266915A (en) * | 2013-06-05 | 2013-08-28 | 桂林电子科技大学 | Mine automated water drainage system based on internet of things |
| CN104948226A (en) * | 2015-05-26 | 2015-09-30 | 中铁十四局集团第五工程有限公司 | Tunnel counter-slope drainage design method based on water inflow estimation and dynamic monitoring |
| CN206889021U (en) * | 2017-05-18 | 2018-01-16 | 中铁隧道勘测设计院有限公司 | A kind of buried Underwater Traffic Tunnel waste water Fractional Collections grading, lifting construction of Mining Method |
Non-Patent Citations (1)
| Title |
|---|
| 张存: "单路供水地铁车站消防设计方案探讨", 《给水排水》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108223008A (en) * | 2018-03-02 | 2018-06-29 | 中铁第六勘察设计院集团有限公司 | A kind of buried Underwater Traffic Tunnel wastewater disposal basin dischargeable capacity optimization structure of Mining Method |
| CN109026043A (en) * | 2018-09-18 | 2018-12-18 | 中铁第六勘察设计院集团有限公司 | A kind of long range submerged tunnel mine shield dynamic lays pattern and method from joint |
| CN109026043B (en) * | 2018-09-18 | 2023-11-10 | 中铁第六勘察设计院集团有限公司 | Dynamic self-joint laying type and method for long-distance underwater tunnel mine shield |
| CN112031866A (en) * | 2020-07-21 | 2020-12-04 | 中国水利水电第九工程局有限公司 | Tunnel segmented drainage lining construction process |
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| Publication number | Publication date |
|---|---|
| CN107165673B (en) | 2023-07-04 |
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