CN108149751A - A kind of depth frozen soil extremely cold area pipe well defroster - Google Patents
A kind of depth frozen soil extremely cold area pipe well defroster Download PDFInfo
- Publication number
- CN108149751A CN108149751A CN201810139301.0A CN201810139301A CN108149751A CN 108149751 A CN108149751 A CN 108149751A CN 201810139301 A CN201810139301 A CN 201810139301A CN 108149751 A CN108149751 A CN 108149751A
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- China
- Prior art keywords
- pipe
- water
- air pressure
- valve
- frozen soil
- 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
Links
- 239000002689 soil Substances 0.000 title claims abstract description 25
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 59
- 238000002347 injection Methods 0.000 claims abstract description 20
- 239000007924 injection Substances 0.000 claims abstract description 20
- 230000000977 initiatory effect Effects 0.000 claims abstract description 8
- 238000005086 pumping Methods 0.000 claims abstract description 6
- 238000005265 energy consumption Methods 0.000 abstract description 3
- 235000020681 well water Nutrition 0.000 description 6
- 239000002349 well water Substances 0.000 description 6
- 230000002706 hydrostatic effect Effects 0.000 description 5
- 230000002528 anti-freeze Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003068 static effect Effects 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000005485 electric heating Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000000700 radioactive tracer Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
Classifications
-
- 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
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Structures Of Non-Positive Displacement Pumps (AREA)
Abstract
The present invention provides a kind of deep frozen soil extremely cold area pipe well defroster, including air compressor machine, air pressure tank, water tank, air injection pipe, shut-off valve, pipe well, lifting pipe, immersible pump, blowdown pipe.The air compressor machine is connect by blowdown pipe with air pressure tank entrance, and air pressure tank outlet is set to lifting pipe and water tank junction by the part unicom near air injection pipe and pipe end of pumping up water, shut-off valve；Lifting pipe initiating terminal is extend into pipe well, initiating terminal connection immersible pump.The present invention maintains pipeline air pressure, simple system is stablized, and low energy consumption, improves the reliability of winterization system using gas injection defroster by air pressure tank.The present invention is applied widely, and no matter ambient temperature changes, and lifting pipe will not freeze.
Description
Technical field
The present invention relates to deep frozen soil extremely cold area pipe well water intake system, particularly a kind of deep frozen soil extremely cold area pipe well is antifreeze
Device.
Background technology
In High aititude depth frozen soil extremely cold area, permafrost layer depth is up to 40 ~ 150m, and the water intaking deep about 100 ~ 200m of pipe well is quiet
Water level about 10 ~ 20m.It is higher than the pipe well of frozen soil layer to hydrostatic level, when well pump is intermittent duty mode, after well pump stoppage in transit, by
It can not be emptied in pumping water in lifting pipe, the well water pumped in lifting pipe more than frozen soil line is caused, which to be frozen, makes well pump can not be again
Subnormal startup is drawn water.Underground water hydrostatic level works as pipe about between several meters to tens meters of below ground in the pipe well of different regions
It is low water level pipe well when underground water hydrostatic level is less than frozen soil line in well；It is high water level pipe well when hydrostatic level is higher than frozen soil line.
After well pump is stopped transport, due to the effect of pump discharge bottom valve, the water in lifting pipe will not fall emptying after rise or the emptying time is very long, in this way
Static water column is formed in pipe well, the water column being at this moment located in lifting pipe in frozen soil layer is frozen quickly.For Gao Shui
Position pipe well, ordinary water level is located within frozen soil layer in pipe well, since water temperature is higher in lifting pipe and water velocity during normal operation
It is larger to be frozen, after water pump is stopped transport, even if taking the measure of sluicing, the water level in lifting pipe also within frozen soil layer,
It is consistent with hydrostatic level in pipe well, become static water column and be frozen.
If a kind of technical solution can be provided, the antifreeze of deep frozen soil extremely cold area pipe well is solved the problems, such as, will be very intentionally
Justice.
Invention content
To solve the above problems, the present invention provides a kind of deep frozen soil extremely cold area pipe well defroster, including air compressor machine,
Air pressure tank, water tank, air injection pipe, shut-off valve, pipe well, lifting pipe, immersible pump, blowdown pipe.
The air compressor machine is connect by blowdown pipe with air pressure tank entrance, and air pressure tank outlet passes through air injection pipe and pipe end of pumping up water
Neighbouring part unicom, shut-off valve are set to 9 water tank junction of lifting pipe；Lifting pipe initiating terminal is risen up into pipe well, initiating terminal
Connect immersible pump.
Further, air compressor machine has setting two, and the outlet of the two is all connected to air pressure tank entrance.
Further, bottom of the tube of pumping up water is provided with drain hole.
Further, described device further includes isolating valve, the isolating valve be set to air injection pipe and lifting pipe end it
Between.
Further, described device further includes check-valves, and the check-valves is set between air injection pipe and isolating valve
Beneficial effects of the present invention are：
（1）Tradition is antifreeze to set electric-heating belt using well bore wall, but the deep frozen soil extremely cold area of temperature -30 ~ 40 degree is needed
Accompanying-heat cable calorific value is very big, and energy consumption is high, substantially inapplicable.The present invention is maintained using gas injection defroster by air pressure tank
Pipeline air pressure, simple system are stablized, and low energy consumption, improves the reliability of winterization system.
（2）Traditional electric tracer heating system needs just be designed type selecting, and during operation after obtaining outside air temperature variation range
Such as the extreme weather of super scope of design, electric tracing will fail.The present invention is applied widely, and no matter ambient temperature changes, and raises
Water pipe will not freeze.
Description of the drawings
Fig. 1 is the structure sectional view of the present invention.
In figure：1- air compressor machines, 2- air pressure tanks, 3- water tanks, 4- air injection pipes, 5- check-valves, 6- isolating valves, 7- shut-off valves, 8-
Pipe well, 9- lifting pipes, 10- immersible pumps, 11- blowdown pipes, 12- drain holes.
Specific embodiment
The present invention design concept be：A kind of deep frozen soil extremely cold area pipe well defroster is provided, resolving ideas is in water
After pump shutdown, as long as emptying the water within frozen soil layer in lifting pipe solves frozen problem.
As shown in Figure 1, including air compressor machine 1, air pressure tank 2, water tank 3, air injection pipe 4, check-valves 5, isolating valve 6, shut-off valve 7,
Pipe well 8, lifting pipe 9, immersible pump 10, blowdown pipe 11, drain hole 12.
The connection relation of various pieces is：The air compressor machine 1 is connect by blowdown pipe 11 with 2 entrance of air pressure tank, check-valves
5th, isolating valve 6 is sequentially arranged between the end of air injection pipe 4 and lifting pipe 9, and the outlet of air pressure tank 2 passes through air injection pipe 4 and lifting pipe 9
Part unicom near end, shut-off valve 7 are set to lifting pipe 9 and water tank junction.9 initiating terminal of lifting pipe extend into pipe well 8
It is interior, initiating terminal connection immersible pump 10.9 bottom of lifting pipe is provided with drain hole 12.
Preferably, in order to ensure safety, the reliability of the system is maintained, air compressor machine 1 sets two, and one spare.Two
The outlet of person is all connected to 2 entrance of air pressure tank.
It should be appreciated that isolating valve 6, the setting of check-valves 5 are a kind of preferred embodiments, when there is method for distinguishing that can achieve the goal
When, it can be not provided with, directly connect air injection pipe 4 with lifting pipe 9.
The effect of each section is illustrated below：
Air compressor machine 1：For providing compressed gas source for the present invention.
Air pressure tank 2：Pressure is kept for gas injection system, the system pressure is maintained to balance.
Water tank 3：For storing the well water extracted from pipe well.
Air injection pipe 4：For connecting air pressure tank 2 and lifting pipe 9, and high pressure gas is injected in lifting pipe.
Check-valves 5：It is set on filling line 4, when preventing isolation defective valve, conveying water enters air pressure tank.
Isolating valve 6：Be set between check-valves 5 and lifting pipe, when preventing pipe well water intake system normal operation, conveying water into
Enter air pressure tank.
Shut-off valve 7：Be set on lifting pipe 9,3 inlet of water tank, for when dive under water pump shutdown when, close valve, prevent
Water in water tank 3 is flowed backward in lifting pipe 9.
Drain hole 12：Set on 9 bottom of lifting pipe, after working as water pump stoppage in transit, the water in lifting pipe of releasing.
Immersible pump 10：For drawing water.
Blowdown pipe 11：Air compressor machine 1 and air pressure tank 2 are connected, the compressed gas source that air compressor machine 1 provides is sent to air pressure tank 2.
Preferably, to prevent gas from leaking, each valve all uses air-tightness valve.Isolating valve 6 and shut-off valve 7 are using electricity
Dynamic door, can improve well pump water intaking winterization system integrity problem, the error that manual operation is avoided to be likely to occur, and realization automatically controls
The method of operation.
The present invention operation principle be：
The present invention provides different embodiments according to high water level pipe well and low water level pipe well.
For low water level pipe well, drain hole 12 can be set in 9 bottom of lifting pipe, after immersible pump 10 is stopped transport, water in lifting pipe 9
Position is above pipe well water level, and the water in lifting pipe 9 can be released by discharge orifice 12 to pipe well 8 at this time.
For high water level pipe well, shut-off valve 7 is first closed after the stoppage in transit of immersible pump 10, is released lifting pipe 9 using drain hole 12
In water, treat that water level is consistent with the water level of pipe well 8 in lifting pipe 9, can not utilize gravity drainage when, open air compressor machine 1, open
Isolating valve 6, by ascending pipe 4, into lifting pipe 9, injecting compressed air, high pressure gas force down the water column water surface in lifting pipe 9
To frozen soil line hereinafter, closing air compressor machine 1 at this time, the system pressure is maintained to balance by 2 pressurize of air pressure tank, ensured in frozen soil line
Lifting pipe 9 is blank pipe so as to solve the problems, such as that water is frozen dead in this section of pump barrel.First closed during next turn on pump in air injection pipe 4 every
From valve 6, the shut-off valve 7 of water tank import is opened, normal water delivery state can be entered by starting immersible pump 10.2 operating pressure of air pressure tank
It is determined by 8 region frost penetration of pipe well and pipe well water level COMPREHENSIVE CALCULATING.
Claims (5)
1. a kind of depth frozen soil extremely cold area pipe well defroster, which is characterized in that including air compressor machine, air pressure tank, water tank, gas injection
Pipe, shut-off valve, pipe well, lifting pipe, immersible pump, blowdown pipe；
The air compressor machine is connect by blowdown pipe with air pressure tank entrance, and air pressure tank is exported by near air injection pipe and pipe end of pumping up water
Part unicom, shut-off valve is set to lifting pipe and water tank junction；Lifting pipe initiating terminal is risen up into pipe well, initiating terminal connection
Immersible pump.
2. depth frozen soil extremely cold area pipe well defroster as described in claim 1, which is characterized in that air compressor machine has setting two
Platform, the outlet of the two are all connected to air pressure tank entrance.
3. depth frozen soil extremely cold area pipe well defroster as described in claim 1, which is characterized in that in bottom of the tube setting of pumping up water
There is drain hole.
4. depth frozen soil extremely cold area pipe well defroster as described in claim 1, which is characterized in that described device further include every
From valve, the isolating valve is set between air injection pipe and the end of lifting pipe.
5. depth frozen soil extremely cold area pipe well defroster as claimed in claim 4, which is characterized in that described device further includes only
Valve is returned, the check-valves is set between air injection pipe and isolating valve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810139301.0A CN108149751A (en) | 2018-02-11 | 2018-02-11 | A kind of depth frozen soil extremely cold area pipe well defroster |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810139301.0A CN108149751A (en) | 2018-02-11 | 2018-02-11 | A kind of depth frozen soil extremely cold area pipe well defroster |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108149751A true CN108149751A (en) | 2018-06-12 |
Family
ID=62457407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810139301.0A Pending CN108149751A (en) | 2018-02-11 | 2018-02-11 | A kind of depth frozen soil extremely cold area pipe well defroster |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108149751A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049187A (en) * | 2020-09-14 | 2020-12-08 | 中国人民解放军31666部队 | High-cold area well water anti-freezing device utilizing high-pressure gas interference |
| CN112160379A (en) * | 2020-09-24 | 2021-01-01 | 四川华成辉宇建筑设计有限公司 | Anti-freezing monitoring method and system for water supply and drainage pipes in cold region |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU794121A1 (en) * | 1978-11-04 | 1981-01-07 | Rajkhanov Akhat S | Method of preventing freezing of wells |
| KR200328686Y1 (en) * | 2003-05-20 | 2003-10-01 | 박경대 | Nonfreezing Device for Multiple Hydrants |
| CN105155619A (en) * | 2015-07-09 | 2015-12-16 | 中国人民解放军总后勤部建筑工程规划设计研究院 | Anti-freezing method and device of water wells in perennial frozen soil |
| CN205024770U (en) * | 2015-08-14 | 2016-02-10 | 王凯勋 | A system of preventing frostbite for $trembling with fear district's fire control water supply pipe |
| CN207959358U (en) * | 2018-02-11 | 2018-10-12 | 中国电力工程顾问集团西南电力设计院有限公司 | A kind of depth frozen soil extremely cold area pipe well defroster |
-
2018
- 2018-02-11 CN CN201810139301.0A patent/CN108149751A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU794121A1 (en) * | 1978-11-04 | 1981-01-07 | Rajkhanov Akhat S | Method of preventing freezing of wells |
| KR200328686Y1 (en) * | 2003-05-20 | 2003-10-01 | 박경대 | Nonfreezing Device for Multiple Hydrants |
| CN105155619A (en) * | 2015-07-09 | 2015-12-16 | 中国人民解放军总后勤部建筑工程规划设计研究院 | Anti-freezing method and device of water wells in perennial frozen soil |
| CN205024770U (en) * | 2015-08-14 | 2016-02-10 | 王凯勋 | A system of preventing frostbite for $trembling with fear district's fire control water supply pipe |
| CN207959358U (en) * | 2018-02-11 | 2018-10-12 | 中国电力工程顾问集团西南电力设计院有限公司 | A kind of depth frozen soil extremely cold area pipe well defroster |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049187A (en) * | 2020-09-14 | 2020-12-08 | 中国人民解放军31666部队 | High-cold area well water anti-freezing device utilizing high-pressure gas interference |
| CN112160379A (en) * | 2020-09-24 | 2021-01-01 | 四川华成辉宇建筑设计有限公司 | Anti-freezing monitoring method and system for water supply and drainage pipes in cold region |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180612 |