CN105525671B - Basement comprehensive drainage system - Google Patents
Basement comprehensive drainage system Download PDFInfo
- Publication number
- CN105525671B CN105525671B CN201511003206.0A CN201511003206A CN105525671B CN 105525671 B CN105525671 B CN 105525671B CN 201511003206 A CN201511003206 A CN 201511003206A CN 105525671 B CN105525671 B CN 105525671B
- Authority
- CN
- China
- Prior art keywords
- pipe
- sewage
- water
- water level
- pump
- 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.)
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 92
- 239000010865 sewage Substances 0.000 claims abstract description 63
- 238000005086 pumping Methods 0.000 claims abstract description 10
- 235000020681 well water Nutrition 0.000 claims description 3
- 239000002349 well water Substances 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 230000001681 protective effect Effects 0.000 claims description 2
- 238000007689 inspection Methods 0.000 description 6
- 230000000903 blocking effect Effects 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 230000003247 decreasing effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 230000001427 coherent effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012805 post-processing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/02—Arrangement of sewer pipe-lines or pipe-line systems
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)
- Sink And Installation For Waste Water (AREA)
- Sewage (AREA)
Abstract
The invention discloses a basement comprehensive drainage system, which is a measure for preventing the combination of self-flowing and forced drainage, wherein the drainage is carried out outside a water using point with larger buried depth of an outdoor pipe network and lower than the ground elevation of the outdoor pipe network indoors, and the drainage is carried out automatically as much as possible without causing recharge, and comprises an outlet pipe 1, a cutting pipe 2, an external sewage pipe 3, a check valve plate 4, a water collecting well 5, an outdoor sewage well 6, a sewage lifting pump 7, a pressure pipe 8, a highest water level line 9 of the outlet pipe design, a low-level pump stopping water level contact 10, a high-level pump starting water level contact 11 and a local control box 12. The height of the top of the pipe 3 is lower than 9, the cut pipe 2 is cut to 9 from the intersection of the top of the pipe 3, and if 3 gushes of water are filled, 2 overflows sewage to 5. When the water level in the sewage lifting pump 7 reaches 11, the sewage lifting pump 7 is started, and when the water level is reduced to 10 by pumping water, the sewage lifting pump 7 and the indoor space are protected from being refilled. When the water level of the outdoor pipe network is increased, closing the outdoor pipe network 4; when normal, 4 is opened, and the water is drained automatically.
Description
Technical field:
The invention belongs to building installation engineering fields, and in particular to a kind of basement combined drainage system, lower than outdoor inspection
The indoor user water outlet of well ground elevation is looked by pump sump, flows into pipeline after pump sump after certain height difference is set, flowing to entrance has only
Return the outdoor inspection shaft of valve；Once outdoor inspection well lines water burst, indoor user water outlet unobstructed cannot flow to outdoor inspection shaft,
Then water pump of the starting with low level protection under liquid level control switch effect, water pump water outlet wash away check valve, and water outlet is clear simultaneously
It is dirty.System avoids in the waste water injection room of external pipeline, meets specification, prescribed requirement；It need not turn on pump energy conservation under normal operation.
Background technique:
Currently, as urban population increases, popularization, Land are nervous, more and more skyscrapers rise sheer from level ground and
It rises.In order to make full use of space, skyscraper often has subterranean layer, and has and use water spot.When the buried depth foot of outdoor drainage pipe network
When enough, the problem arises for corresponding basement drain.Outdoor drainage pipe network tube bottom absolute altitude is lower than indoor water appliance mark according to reason
Height, it is in line best, but since elevation of levelled ground is significantly larger than the absolute altitude of indoor water spot, once outer net blocking or rainfall
It results in water level in outer net to be increased to more than water spot absolute altitude, will lead to the recharge with water spot, indoor sewage is caused to spread unchecked.?
In this case, if using sump make-up water pump control mode, just not saying sewage pump be on the point of numerous unlatching generate noise, vibration and
Power consumption, sewage quality are also not suitable for water pump through normally open.By taking Qingdao City as an example, do not allow the interior lower than outdoor inspection shaft absolute altitude
Tube net outside is directly accessed with water spot drainpipe.However, developer is not it is also known that user likes oneself sewage is discharged by dredge pump,
The still existing of the mode of being directly accessed is taken, but has also buried hidden danger.
The invention patent designs a kind of basement combined drainage system, in the possible situation of no recharge, lower than outdoor
The high sewage with water spot of inspection shaft top mark is to tube net outside normal discharge, and only in the case of recharge occurs in outdoor, sewage is
The sump of outdoor setting can be flowed into, and when the Well Water Level that catchments reach a certain height, outdoor sewage pump just starts to open
It is dynamic, complete a pumping cycle.After tube net outside water level decreasing, then normal indoor water spot is automatically replied to tube net outside
Draining.
A kind of basement combined drainage system of the invention patent, has considered proper drainage condition and dump item as a whole
Part, usually water pump not will use, and lower placement is safeguarded after use, can play the role of protecting water pump, caused by avoiding sewage
Smelly pond and sundries have good practical value and Popularizing of A.
Summary of the invention:
It is an object of the invention to overcome disadvantage of the existing technology, seeks design and a kind of basement comprehensive draining is provided
System.
To achieve the goals above, basement combined drainage system (post-processing) of the present invention
Compared with prior art, the present invention solving indoor water spot absolute altitude higher than tube net outside system absolute altitude and lower than room
The high drainage problem of outside ductwork well top mark can both avoid recharge from leading to indoor sewage crossing current problem well, can also be in room
Sewage self-flowing outlet under outside ductwork circulation condition.It is higher than tube net outside system absolute altitude with water spot absolute altitude indoors and is lower than outdoor
Under the high drainage situation of pipe network well top mark, pump and maintenance management are changed in the power consumption that the present invention overcomes simple by water pump operation, also gram
The hidden danger that outer net blocking occurs in direct outlet is taken.
The present invention cuts pipe in the state of the external sewage pipe water burst in downstream, it will overflow sewage catchments into sump
Well Water Level rises to certain altitude just and will start water pump reduction water level, is unlikely to wastewater level and continues to rise and cause recharge to out
Family pipe and indoor, water level decreasing to certain altitude then termination of pumping.For the present invention in addition to production cutting pipe according to field condition, other parts are equal
In-site installation can be chosen with market, system structure is simple, and sump and the linkage of outdoor sewage well, easy for assembly, maintenance is easy, fortune
Row is highly-safe.
Detailed description of the invention:
Fig. 1 is system principle schematic diagram of the invention.
Specific embodiment:
Make further description with reference to the accompanying drawing and by embodiment to the present invention, but the present invention is not limited to
Lower embodiment.
Embodiment:
Basement combined drainage system system principle schematic diagram involved in the present embodiment (as shown in Figure 1) includes family pipe
1, it cuts pipe 2, external sewage pipe 3, check valve plate 4, sump 5, outdoor sewage well 6, sewage pump 7, pressure pipe 8, go out family
Pipe design maximum water level 9, low level termination of pumping water level contact 10, a high position open and pump position contact 11, local control box 12, external sewage
The tube top absolute altitude of pipe 3 designs maximum water level 9 lower than family pipe is gone out, and cutting pipe 2 is from it and external 3 intersection pipe Nei Ding of sewage pipe
Family pipe intersection design maximum water level 9 is cut to out, thus when external 3 water burst of sewage pipe is to being full of, cutting pipe 2 then can overflow
Sewage is to sump 5, without interfering out pipe design maximum water level 9 in family to cause in recharge room.External 3 water burst of sewage pipe may
It is that external sewage pipe 3 blocks, it is also possible to the raising of 6 water level of outdoor sewage well.
When the blocking of external sewage pipe 3 causes sewage to enter sump 5, when a water level arrival high position opens water pumping in sump 5
Position 11 sewage pump 7 of contact starting, when drawing water makes water level be reduced to low level termination of pumping water level contact 10, sewage pump 7 stops
Only work.This starting will be relatively more frequent, it is sufficient to cause the pipeline of concern and clear and coherent external sewage pipe 3.It can certainly be
Local control box 12 installs warning device, alarms as long as starting water pump.
When 6 water level of outdoor sewage well causes recharge possible, check valve plate 4 should be closed, if closure is insufficient or has branch
Support object leads to not be closed, and sewage will flow into sump 5, when a water level arrival high position opens water pumping 11 sewage of position contact in sump 5
Elevator pump 7 starts, and when drawing water makes water level be reduced to low level termination of pumping water level contact 10, water pump stops working.Sewage pump 7
The outlet of pressure pipe 8 rushes straight check valve plate 4, will be removed to the possible sundries of check valve plate 4, and check valve plate 4 is closed,
Prevent the 6 high water level recharge of outdoor sewage well to sump 5.6 high water level of outdoor sewage well will be led because tube net outside blocks
It causes, certain tube net outside high water level also can cause indoor water spot institute sewerage to need sewage pump 7 because closing check valve plate 4
It excludes.
Cutting pipe 2 is that the pipe inner roof intersected from it with external sewage pipe 3 cuts to out family pipe intersection design highest water
Bit line 9, cut pipe 2 in the gradient it is larger, the depth of water lower than go out family pipe design maximum water level 9 represented by go out family pipe 1 the depth of water, rise
To protective effect.External sewage pipe 3 is likely to occur water burst with cutting 2 intersection of pipe, therefore the pipe diameter determing of external sewage pipe 3 should be able to
Water burst water level line is enough accommodated, with caliber under ordinary circumstance.It cuts 2 cutting line of pipe to determine, make according to scene, generally
Maximum water level 9 is designed in family pipe 1 out by top mark height in the pipe of the above-mentioned external sewage pipe 3 intersected with cutting pipe 2, from cutting
Pipe 2 and external 3 intersection of sewage pipe, which are cut to, designs maximum water level 9 with the family pipe that goes out for cutting that pipe 2 intersect, therefore can also be with
It is prefabricated.
After each use that the non-external sewage pipe 3 of sewage pump 7 blocks, sump 5 can be cleared up, and protect
Pump housing maintenance is demonstrate,proved, basement combined drainage system function can be ensured under the premise of energy-efficient.
Under normal circumstances, phenomenon is improved when water level occurs for tube net outside, check valve plate 4 is closed, and sewage pump 7 is only discharged
The sewage that the indoor water spot of accident period generates, when tube net outside is normal, check valve plate 4 is opened, the normal Artesian Drainage of system
Water.
The foregoing is merely better embodiment of the invention, protection scope of the present invention is not with above embodiment
Limit, as long as those skilled in the art's equivalence changes made by the content according to the present invention, should all be included in protection model of the invention
In enclosing.
Claims (1)
1. a kind of basement combined drainage system, it is characterised in that: including going out family pipe, cutting pipe, external sewage pipe, check-valves
Plate, sump, outdoor sewage well, sewage pump, pressure pipe, go out family pipe design maximum water level, low level termination of pumping water level contact,
A high position, which opens, pumps position contact, local control box；Wherein in cutting pipe one end and external sewage pipe pipe top intersect, the other end and family out
Pipe design maximum water level intersection, the interior gradient of cutting pipe is larger, and the depth of water is lower than represented by family pipe design maximum water level out
The depth of water of family pipe sluices in time when playing external sewage pipe water burst and arrives the protective effect of sump, and cutting pipe cutting line is according to existing
Field determines production or prefabricated；
When external sewage pipe water burst is to being full of, cutting Guan Zehui overflow sewage to sump will not interfere out family pipe to design highest
Water level line not will lead in recharge room；
When in sump water level reach a high position open pump position contact when sewage lifting pump startup, when draw water make to catchment Well Water Level reduction
When to low level termination of pumping water level contact, water pump stops working；
Warning device is installed in local control box, is alarmed as long as starting water pump；
External sewage pipe is equipped with check valve plate in outdoor sewage well EXIT POINT, under normal circumstances, when water level occurs for tube net outside
When improving phenomenon, check valve plate is closed, and the sewage that the indoor water spot of accident period generates only is discharged in sewage pump；Work as outdoor
When pipe network is normal, check valve plate is opened, the normal free-draining of system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511003206.0A CN105525671B (en) | 2015-12-28 | 2015-12-28 | Basement comprehensive drainage system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511003206.0A CN105525671B (en) | 2015-12-28 | 2015-12-28 | Basement comprehensive drainage system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105525671A CN105525671A (en) | 2016-04-27 |
| CN105525671B true CN105525671B (en) | 2019-02-19 |
Family
ID=55768166
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511003206.0A Expired - Fee Related CN105525671B (en) | 2015-12-28 | 2015-12-28 | Basement comprehensive drainage system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105525671B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108286619A (en) * | 2017-01-09 | 2018-07-17 | 朱凤梧 | A kind of check-valves automatic anti-freezing device |
| CN114164847B (en) * | 2021-11-11 | 2023-09-15 | 北京城建集团有限责任公司 | Emergency drainage system and method for underground building |
| CN117071706B (en) * | 2023-08-18 | 2024-03-08 | 东营市市政工程有限公司 | Drainage pipe network control system for municipal road |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10321372A1 (en) * | 2003-05-13 | 2004-12-09 | Altefrohne, Barbara | Building e.g. house, has pipelines that extend through building walls to connect rooms in building to wastewater loop |
| CN101476346A (en) * | 2009-01-23 | 2009-07-08 | 魏华 | Wastewater forced-draining apparatus |
| CN201751474U (en) * | 2010-07-09 | 2011-02-23 | 重庆工程职业技术学院 | Double water-collecting well basement drainage system |
| CN202298887U (en) * | 2011-10-31 | 2012-07-04 | 重庆中法唐家沱污水处理有限公司 | Emergency protecting system for lifting pump house of sewage treatment plant |
| CN204435529U (en) * | 2015-02-04 | 2015-07-01 | 江苏筑森建筑设计有限公司 | United villa subsurface stormwater concentrates discharge structure |
| CN104878829A (en) * | 2015-06-03 | 2015-09-02 | 黄河勘测规划设计有限公司 | Anti-clogging inverted siphon sewage pipe system |
-
2015
- 2015-12-28 CN CN201511003206.0A patent/CN105525671B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10321372A1 (en) * | 2003-05-13 | 2004-12-09 | Altefrohne, Barbara | Building e.g. house, has pipelines that extend through building walls to connect rooms in building to wastewater loop |
| CN101476346A (en) * | 2009-01-23 | 2009-07-08 | 魏华 | Wastewater forced-draining apparatus |
| CN201751474U (en) * | 2010-07-09 | 2011-02-23 | 重庆工程职业技术学院 | Double water-collecting well basement drainage system |
| CN202298887U (en) * | 2011-10-31 | 2012-07-04 | 重庆中法唐家沱污水处理有限公司 | Emergency protecting system for lifting pump house of sewage treatment plant |
| CN204435529U (en) * | 2015-02-04 | 2015-07-01 | 江苏筑森建筑设计有限公司 | United villa subsurface stormwater concentrates discharge structure |
| CN104878829A (en) * | 2015-06-03 | 2015-09-02 | 黄河勘测规划设计有限公司 | Anti-clogging inverted siphon sewage pipe system |
Non-Patent Citations (1)
| Title |
|---|
| 小型住宅区排污不畅的防治;安作桂;《建筑工人》;20010530(第5期);38 |
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| Publication number | Publication date |
|---|---|
| CN105525671A (en) | 2016-04-27 |
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| SE01 | Entry into force of request for substantive examination | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190219 Termination date: 20201228 |
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| CF01 | Termination of patent right due to non-payment of annual fee |