CN104563200A - Tunnel fire-fighting system taking road surface water and tunnel surge water as water sources - Google Patents
Tunnel fire-fighting system taking road surface water and tunnel surge water as water sources Download PDFInfo
- Publication number
- CN104563200A CN104563200A CN201410828543.2A CN201410828543A CN104563200A CN 104563200 A CN104563200 A CN 104563200A CN 201410828543 A CN201410828543 A CN 201410828543A CN 104563200 A CN104563200 A CN 104563200A
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- Prior art keywords
- water
- tunnel
- road surface
- tank
- head
- 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.)
- Pending
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 127
- 239000002352 surface water Substances 0.000 title claims abstract description 20
- 239000004576 sand Substances 0.000 claims abstract description 14
- 239000013049 sediment Substances 0.000 claims abstract description 14
- 239000010865 sewage Substances 0.000 claims abstract description 14
- 230000008595 infiltration Effects 0.000 claims description 6
- 238000001764 infiltration Methods 0.000 claims description 6
- 239000010426 asphalt Substances 0.000 claims description 3
- 238000002955 isolation Methods 0.000 claims description 3
- 240000000491 Corchorus aestuans Species 0.000 claims description 2
- 235000011777 Corchorus aestuans Nutrition 0.000 claims description 2
- 235000010862 Corchorus capsularis Nutrition 0.000 claims description 2
- 238000005260 corrosion Methods 0.000 abstract description 4
- 230000007797 corrosion Effects 0.000 abstract description 3
- 238000001914 filtration Methods 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 2
- 230000001276 controlling effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 230000002378 acidificating effect Effects 0.000 description 1
- 230000002528 anti-freeze Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033558 biomineral tissue development Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- -1 leak and well damage Substances 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
- 238000012876 topography 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
- E21F5/00—Means or methods for preventing, binding, depositing, or removing dust; Preventing explosions or fires
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B11/00—Arrangements or adaptations of tanks for water supply
- E03B11/10—Arrangements or adaptations of tanks for water supply for public or like main water supply
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/06—Methods or installations for obtaining or collecting drinking water or tap water from underground
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B7/00—Water main or service pipe systems
- E03B7/07—Arrangement of devices, e.g. filters, flow controls, measuring devices, siphons or valves, in the pipe systems
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B7/00—Water main or service pipe systems
- E03B7/09—Component parts or accessories
- E03B7/10—Devices preventing bursting of pipes by freezing
- E03B7/12—Devices preventing bursting of pipes by freezing by preventing freezing
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Water Supply & Treatment (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Environmental & Geological Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a tunnel fire-fighting system taking road surface water and tunnel surge water as water sources. The tunnel fire-fighting system comprises a drainage ditch, a longitudinal drainage and seepage ditch, a side ditch, a transverse drainage pipe, a road surface stream trough, a water quality sensor, a switching mechanism, a filtering pond, a sand sediment trap, a low-position water pond, a sewage pond, a pump room, a high-position water pond and a tunnel fire hydrant, wherein the filtering pond, the sand sediment trap, the low-position water pond, the sewage pond, the pump room, the high-position water pond and the tunnel fire hydrant are built nearby a tunnel. Due to the fact that road surface water and the tunnel surge water serve as the water sources, the water sources are more enough, water is convenient to fetch and the cost is reduced; due to the fact that the low-position water pond, the pump room and the high-position water pond are arranged, water pressure can be automatically provided for the tunnel fire hydrant; the switching mechanism is controlled to conduct the water inlet to the pump room or the sewage pond by judging whether the water sources are polluted the water quality sensor, so corrosion of the tunnel fire hydrant and a connecting pipeline due to a pollution source is avoided.
Description
Technical field
The present invention relates to tunnel technical field of fire control, particularly relate to a kind of road surface water and Tunnel Gushing of utilizing as the tunnel fire protection system at water source.
Background technology
Along with the propelling of highway construction, the highway tunnel of mountain area and highlands gets more and more, and highway tunnel, once breaking out of fire, causes consequence serious, therefore, builds tunnel fire protection system extremely necessary.And these tunnels are substantially all among high and steep mountains, away from cities and towns, its water for fire fighting all adopts builds pond retaining to ensure water for fire fighting demand.Because of factor controllings such as topography and geomorphology, geology and precipitation, velocity tunnel fire water supply is collected often more difficult, and water source water yield fraction is low, in addition reservoir existing defects in addressing, construction and management etc., cause pond to seep water, leak and well damage, water for fire fighting requirement cannot be met, even if adopt waterwheel fortune water supply reservoir, because cost is higher, feasibility is lower.
Summary of the invention
In view of this, the invention provides a kind of road surface water and Tunnel Gushing of utilizing as the tunnel fire protection system at water source, by utilizing Tunnel Gushing and road surface water as water source, the water retention capacity of reservoir abundance can be ensured, reduce costs simultaneously.
A kind of road surface water and Tunnel Gushing of utilizing of the present invention, as the tunnel fire protection system at water source, comprises gutter, longitudinal filter, sand sediment trap, low pool, sewage reservoir, pump house, head-tank and tunnel fire plug arranged infiltration ditch, gutter, transverse drain, road surface chute, water quality sensor, switching mechanism and build near described tunnel;
Described gutter build at highway away from fire plug side, tunnel, described longitudinally row infiltration ditch is built on the isolation strip in the middle of two direction runways; Described gutter builds the fire plug side, close tunnel at highway; Described gutter and longitudinally arrange seep water between ditch, longitudinal direction arranges to seep water between ditch and gutter and passes through transverse drain UNICOM; Described gutter passes through the water inlet UNICOM of road surface chute and filter;
Be arranged on water burst pipeline UNICOM extremely described gutter and the gutter in tunnel structure body; Described filter builds the low-lying place near tunnel, and described filter is connected by pipeline and described sand sediment trap; Described sand sediment trap is by being arranged on the pipeline on borehole wall top and described low pool UNICOM; The position of described low pool is lower than described sand sediment trap; Low pool water is extracted in head-tank by described pump house; The position that described head-tank is built is higher than described low pool; Described head-tank is connected in described tunnel fire plug by least two pipelines;
Described sewage reservoir is built near low pool, and position is lower than low pool; Described water quality sensor is placed in described low pool, and described switching mechanism comprises water inlet and two delivery ports, two delivery ports through low pool pool wall respectively with pump house UNICOM and sewage reservoir UNICOM; Described switching mechanism is connected with described water quality sensor, receives the whether contaminated signal of water quality.
Further, the pool wall top of described low pool is provided with spout hole; Be provided with overflow well near described low pool, store the water flowed out from the spout hole of low pool.
Preferably, the capacity of described low pool and head-tank is suitable; The gradient that water inlet pipe between described head-tank and tunnel fire plug rises on fire plug direction, tunnel, the described gradient is for being greater than or equal to 5/1000ths; The water inlet pipe be connected between described head-tank with tunnel fire plug arranges horn mouth down in head-tank one end, and described horn mouth is lower than the lowest water level at least 0.5 meter of head-tank; Described horn mouth and the clear distance at the bottom of head-tank pond are more than or equal to 0.8 times of water inlet pipe caliber, and the clear distance of described flared rim and head-tank pool wall is more than or equal to 1.5 times of water inlet pipe calibers; Clear distance between described two water inlet pipes is more than or equal to 3.5 times of water inlet pipe calibers; The cross section of described drain dyke is inverted trapezoidal, and the gradient of described drain dyke upper surface is 5%; Described drain dyke is equidistant has shrinkage joint, and described shrinkage joint adopts asphalt jute to fill; The distance at described two adjacent shrinkage joint is 10 meters to 15 meters.
The present invention has following beneficial effect:
Tunnel fire protection system of the present invention, by utilizing road surface water and Tunnel Gushing as water source, water source is more sufficient, conveniently can fetch water, reduce costs; By arranging low pool, pump house and head-tank, automatically hydraulic pressure can be provided to tunnel fire plug; Judging whether that water source is contaminated by arranging water quality sensor, controlling switching mechanism by water inlet conducting to pump house or sewage reservoir, avoiding pollution sources to cause corrosion to tunnel fire plug and connecting line thus.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of tunnel fire protection system of the present invention.
Fig. 2 is the structural representation of low pool of the present invention.
Fig. 3 is road structure schematic diagram of the present invention.
71-gutter, 72-transverse drain, 73-longitudinal drainage ditch, 74-gutter, 77-road surface chute, 78-sand sediment trap, 79-hillside, 710-filter.
Detailed description of the invention
To develop simultaneously embodiment below in conjunction with accompanying drawing, describe the present invention.
As depicted in figs. 1 and 2, built in gutter in the side of highway away from tunnel fire plug, longitudinally row's infiltration ditch is built on the isolation strip in the middle of two direction runways, is built by gutter in the side of highway near tunnel fire plug.Gutter and longitudinal direction arrange the ditch that seeps water, longitudinal row is seeped water between ditch and gutter by transverse drain UNICOM; Then gutter and longitudinal row's infiltration ditch all flow to gutter by transverse drain, and gutter passes through again the water inlet UNICOM of road surface chute and filter.Be arranged on water burst pipeline UNICOM in tunnel structure body to gutter and gutter, then the water burst on Tunnel top flows in gutter, also as a part of water source.Filter builds the low-lying place near tunnel, and the water of drain dyke flows into filter along mountain shape, and after filter collects water burst and road surface water, filter is connected by pipeline and described sand sediment trap; Silt in water is after sand sediment trap precipitation, the low pool of the pipeline automatic stream lower that clear water is arranged from sand sediment trap borehole wall top, by pump house, clear water is delivered to head-tank again, because the position of head-tank is higher than the position of tunnel fire plug, the automatic mineralization pressure of the water in fire plug.The height of head-tank is arranged according to the hydraulic pressure of tunnel fire plug.For ensure fire plug uninterruptedly supply water, the water inlet pipe of one group of fire plug should be no less than two, when wherein one damage time, remaining water inlet pipe is still by whole water supply volume.
Due to water water source, road surface is likely polluted by greasy dirt or acidic materials, if the water source of pollution is delivered to fire plug can cause corrosion to itself and pipeline, therefore, water quality sensor is set in low pool, the degree of contamination of water quality is detected.Meanwhile, build the sewage reservoir that position is lower, in low pool, arrange switching mechanism near low pool, this switching mechanism comprises water inlet and two delivery ports, two delivery ports through low pool pool wall respectively with pump house UNICOM and sewage reservoir UNICOM; Described switching mechanism is connected with described water quality sensor, receives the whether contaminated signal of water quality.When water source is contaminated, switching mechanism by water inlet pipe conducting to sewage reservoir, by effluent discharge to sewage reservoir.When water quality is normal, water is passed through pump house pump to head-tank, for fire-fighting.
For ensureing that the water yield is sufficient, quite, after the water of head-tank is used up, low pool can to head-tank moisturizing once for the capacity of described low pool and head-tank, and what can ensure to provide two head-tank water yields to fire plug in a fire-fighting uses water.
In order to not make water inlet pipe inner accumulated air, the gradient that the water inlet pipe between head-tank and tunnel fire plug rises on fire plug direction, tunnel, the gradient is for being greater than or equal to 5/1000ths.
For ensureing that the water of head-tank can flow in water inlet pipe automatically, the water inlet pipe be connected between head-tank with tunnel fire plug arranges horn mouth down in head-tank one end, and described horn mouth is lower than the lowest water level at least 0.5 meter of head-tank.Horn mouth and the clear distance at the bottom of head-tank pond are more than or equal to 0.8 times of water inlet pipe caliber, and the clear distance of described flared rim and head-tank pool wall is more than or equal to 1.5 times of water inlet pipe calibers; Clear distance between described two water inlet pipes is more than or equal to 3.5 times of water inlet pipe calibers.
The water inlet pipe of Cold mountain area must have anti-frost protection measure, wraps up foam or antifreeze cotton-wool outside the water inlet pipe be therefore connected between head-tank with tunnel fire plug.
Water inlet pipe should take anti-corrosion measure, the water inlet pipe be connected between head-tank with tunnel fire plug be coated with eliminate rust, the coating of oil removing or acid-proof.For underground buried tube, preservative treatment can be carried out with bitumen insulation.
In sum, these are only preferred embodiment of the present invention, be not intended to limit protection scope of the present invention.Within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. one kind utilizes road surface water and Tunnel Gushing as the tunnel fire protection system at water source, it is characterized in that, the filter, sand sediment trap, low pool, sewage reservoir, pump house, head-tank and the tunnel fire plug that comprise gutter, longitudinally row's infiltration ditch, gutter, transverse drain, road surface chute, water quality sensor, switching mechanism and build near described tunnel;
Described gutter build at highway away from fire plug side, tunnel, described longitudinally row infiltration ditch is built on the isolation strip in the middle of two direction runways; Described gutter builds the fire plug side, close tunnel at highway; Described gutter and longitudinally arrange seep water between ditch, longitudinal direction arranges to seep water between ditch and gutter and passes through transverse drain UNICOM; Described gutter passes through the water inlet UNICOM of road surface chute and filter;
Be arranged on water burst pipeline UNICOM extremely described gutter and the gutter in tunnel structure body; Described filter builds the low-lying place near tunnel, and described filter is connected by pipeline and described sand sediment trap; Described sand sediment trap is by being arranged on the pipeline on borehole wall top and described low pool UNICOM; The position of described low pool is lower than described sand sediment trap; Low pool water is extracted in head-tank by described pump house; The position that described head-tank is built is higher than described low pool; Described head-tank is connected in described tunnel fire plug by least two pipelines;
Described sewage reservoir is built near low pool, and position is lower than low pool; Described water quality sensor is placed in described low pool, and described switching mechanism comprises water inlet and two delivery ports, two delivery ports through low pool pool wall respectively with pump house UNICOM and sewage reservoir UNICOM; Described switching mechanism is connected with described water quality sensor, receives the whether contaminated signal of water quality.
2. a kind of road surface water and Tunnel Gushing of utilizing is as the tunnel fire protection system at water source as claimed in claim 1, and it is characterized in that, the pool wall top of described low pool is provided with spout hole.
3. a kind of road surface water and Tunnel Gushing of utilizing, as the tunnel fire protection system at water source, is characterized in that, be provided with overflow well near described low pool, store the water flowed out from the spout hole of low pool as claimed in claim 1.
4. a kind of road surface water and Tunnel Gushing of utilizing is as the tunnel fire protection system at water source as claimed in claim 1, and it is characterized in that, the capacity of described low pool and head-tank is suitable.
5. as claimed in claim 1 a kind of road surface water and Tunnel Gushing of utilizing as the tunnel fire protection system at water source, it is characterized in that, the gradient that water inlet pipe between described head-tank and tunnel fire plug rises on fire plug direction, tunnel, the described gradient is for being greater than or equal to 5/1000ths.
6. as claimed in claim 1 a kind of road surface water and Tunnel Gushing of utilizing as the tunnel fire protection system at water source, it is characterized in that, the water inlet pipe be connected between described head-tank with tunnel fire plug arranges horn mouth down in head-tank one end, and described horn mouth is lower than the lowest water level at least 0.5 meter of head-tank.
7. as claimed in claim 6 a kind of road surface water and Tunnel Gushing of utilizing as the tunnel fire protection system at water source, it is characterized in that, described horn mouth and the clear distance at the bottom of head-tank pond are more than or equal to 0.8 times of water inlet pipe caliber, and the clear distance of described flared rim and head-tank pool wall is more than or equal to 1.5 times of water inlet pipe calibers; Clear distance between described two water inlet pipes is more than or equal to 3.5 times of water inlet pipe calibers.
8. a kind of road surface water and Tunnel Gushing of utilizing is as the tunnel fire protection system at water source as claimed in claim 1, and it is characterized in that, the cross section of described drain dyke is inverted trapezoidal, and the gradient of described drain dyke upper surface is 5%.
9. a kind of road surface water and Tunnel Gushing of utilizing is as the tunnel fire protection system at water source as claimed in claim 8, and it is characterized in that, described drain dyke is equidistant has shrinkage joint, and described shrinkage joint adopts asphalt jute to fill.
10. a kind of road surface water and Tunnel Gushing of utilizing, as the tunnel fire protection system at water source, is characterized in that as claimed in claim 9, and the distance at described two adjacent shrinkage joint is 10 meters to 15 meters.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201410828543.2A CN104563200A (en) | 2014-12-25 | 2014-12-25 | Tunnel fire-fighting system taking road surface water and tunnel surge water as water sources |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201410828543.2A CN104563200A (en) | 2014-12-25 | 2014-12-25 | Tunnel fire-fighting system taking road surface water and tunnel surge water as water sources |
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CN104563200A true CN104563200A (en) | 2015-04-29 |
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CN201410828543.2A Pending CN104563200A (en) | 2014-12-25 | 2014-12-25 | Tunnel fire-fighting system taking road surface water and tunnel surge water as water sources |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108653967A (en) * | 2017-11-13 | 2018-10-16 | 南昌工程学院 | Fire hydrant water leakage monitoring device |
WO2021063295A1 (en) * | 2019-09-30 | 2021-04-08 | 武汉中交交通工程有限责任公司 | Fire-fighting water supply system for super-long tunnel |
CN112648001A (en) * | 2020-12-23 | 2021-04-13 | 黑春先 | Tunnel fire-fighting facility for north |
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JPH10195938A (en) * | 1996-12-27 | 1998-07-28 | Yukinori Hayashi | Water storage type bridge for river and valley |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108653967A (en) * | 2017-11-13 | 2018-10-16 | 南昌工程学院 | Fire hydrant water leakage monitoring device |
WO2021063295A1 (en) * | 2019-09-30 | 2021-04-08 | 武汉中交交通工程有限责任公司 | Fire-fighting water supply system for super-long tunnel |
CN112648001A (en) * | 2020-12-23 | 2021-04-13 | 黑春先 | Tunnel fire-fighting facility for north |
CN112648001B (en) * | 2020-12-23 | 2023-04-28 | 黑春先 | Tunnel fire-fighting facility for north |
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Application publication date: 20150429 |