CN114775770A - Building catchment recovery processing method - Google Patents
Building catchment recovery processing method Download PDFInfo
- Publication number
- CN114775770A CN114775770A CN202210583874.9A CN202210583874A CN114775770A CN 114775770 A CN114775770 A CN 114775770A CN 202210583874 A CN202210583874 A CN 202210583874A CN 114775770 A CN114775770 A CN 114775770A
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- Prior art keywords
- water tank
- water
- turbid
- tank
- clear
- 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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Links
- 238000011084 recovery Methods 0.000 title description 4
- 238000003672 processing method Methods 0.000 title description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 188
- 238000010276 construction Methods 0.000 claims abstract description 23
- 238000000034 method Methods 0.000 claims abstract description 16
- 238000004891 communication Methods 0.000 claims abstract description 9
- 238000004064 recycling Methods 0.000 claims abstract description 7
- 238000001556 precipitation Methods 0.000 claims abstract description 6
- 238000005192 partition Methods 0.000 claims description 12
- 239000010802 sludge Substances 0.000 claims description 12
- 230000001376 precipitating effect Effects 0.000 claims description 2
- 239000010865 sewage Substances 0.000 abstract description 11
- 239000004576 sand Substances 0.000 abstract description 2
- 238000004140 cleaning Methods 0.000 description 4
- 238000004062 sedimentation Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B1/00—Methods or layout of installations for water supply
- E03B1/04—Methods or layout of installations for water supply for domestic or like local supply
- E03B1/041—Greywater supply systems
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
Abstract
The invention provides a method for recovering and treating building collected water, and relates to the technical field of sewage treatment. The method comprises the following steps: the water tank is placed on a lower floor lower than a construction floor, wherein the water tank comprises a turbid water tank and a clear water tank, and a communication port is arranged between the turbid water tank and the clear water tank. The construction floor and the water inlet pipe on the turbid water tank are respectively connected through the water drain pipe, and the turbid water on the construction floor is introduced into the turbid water tank. The turbid water is precipitated in a turbid water tank, and clear water obtained after precipitation flows into a clear water tank through a communicating port. The water supply pipe on the clean water tank is connected with a water using pipe, and clean water in the clean water tank is introduced to a water using point for recycling. And after the turbid water flows into the water tank, the turbid water is precipitated in the turbid water tank, the mixed sand is precipitated to the lower part of the tank body, and clear water obtained after precipitation flows into a clear water area from the communicating port for reutilization. The problem that the water consumption between floors influences the construction is solved, the accumulated water is recycled, and the resource consumption is effectively reduced.
Description
Technical Field
The invention relates to the technical field of sewage treatment, in particular to a building catchment recovery treatment method.
Background
In the building construction process, due to the reasons of floor maintenance, rainwater weather and the like, the accumulated water on the upper construction floor is more. When the accumulated water is discharged, the accumulated water is discharged in a distributed mode, and the water directly flows from an upper floor to a lower floor, but the lower floor cannot be operated in the distributed mode. The other mode is a collecting bar, and because the water flow contains solid matters such as silt and the like, a sedimentation tank is required to be arranged, and sewage is precipitated in the sedimentation tank and then is discharged into a municipal water system. However, the construction and dismantling work amount of the sedimentation tank is large, the sedimentation tank cannot be reused, the material consumption is high, and water resources are not fully utilized.
Disclosure of Invention
In view of the above, the present invention provides a method for recovering and treating building collected water to solve the above problems.
Based on the purpose, the invention provides a method for recovering and treating building collected water, which comprises the following steps:
s1, placing the water tank on a lower floor lower than a construction floor, wherein the water tank comprises a turbid water tank and a clear water tank, and a communication port is arranged between the turbid water tank and the clear water tank.
And S2, respectively connecting the construction floor and a water inlet pipe on the turbid water tank through a water outlet pipe, and introducing the turbid water on the construction floor into the turbid water tank.
S3, precipitating the turbid water in a turbid water tank, and allowing clear water obtained after precipitation to flow into a clear water tank through a communicating port.
And S4, connecting a water supply pipe on the clean water tank with a water using pipe, and introducing the clean water in the clean water tank to a water using point for recycling.
Compared with the prior art, the invention has the beneficial effects that:
1. and after the turbid water flows into the water tank, the turbid water is precipitated in the turbid water tank, the mixed sand is precipitated to the lower part of the tank body, and clear water obtained after precipitation flows into the clear water tank from the communicating port for reutilization. The problem that the water consumption between floors influences the construction is effectively solved, the accumulated water is recycled, and the resource consumption is effectively reduced.
2. Under the action of gravity, water directly flows into the water tank from a construction floor and then flows to a water using point from the water tank without additional input power.
3. The method is simple to operate, the device is fast to install, manual control is reduced, and the construction efficiency is effectively improved.
Further, when sludge is cleaned, the first blowdown valve and the second blowdown valve are opened respectively, and sludge in the turbid water tank and the clear water tank is discharged; an auxiliary cleaning machine is not needed, and the cleaning difficulty is reduced.
Further, S1 specifically includes: fixing a bracket on a lower floor lower than a construction floor, and connecting a water tank on the bracket; the stability of water tank installation is guaranteed.
Furthermore, the water tank is divided into a turbid water tank and a clear water tank by a partition plate, and a communication port is formed in the upper part of the partition plate.
Furthermore, an overflow pipe is connected to the clear water tank, so that the water level in the clear water tank is lower than the height of the overflow pipe; so that the clear water tank keeps a certain water level, and when the water level exceeds the water level, redundant water can be rapidly discharged through the overflow pipe.
Drawings
FIG. 1 is a schematic diagram of the operation of a method for recovering and treating building collected water according to an embodiment of the present invention;
FIG. 2 is a top view of a water tank of the method for recycling collected water from a building according to an embodiment of the present invention;
FIG. 3 is a front view of a water tank of a construction catchment recovery processing method according to an embodiment of the present invention;
fig. 4 is a left side view of a water tank of the building collected water recycling method provided by the embodiment of the invention.
Description of the drawings labeled: 1. A turbid water tank; 2. a clear water tank; 3. a partition plate; 4. a water inlet pipe; 5. a first drain pipe; 6. a first waste valve; 7. a water supply pipe; 8. an overflow pipe; 9. a second sewage discharge pipe; 10. a second blowoff valve; 11. a support; 12. a drain pipe; 13. a water pipe is used; 14. a building body.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to specific embodiments.
As shown in figure 1, the method for recovering and treating the building collected water provided by the invention comprises the following steps:
s1, fixing the support 11 on a lower floor lower than a construction floor, wherein the support 11 consists of four support rods which are respectively and fixedly connected with four end corners of the bottom surface of the water tank. Connect the water tank on support 11, the water tank is the rectangle box, and the water tank is formed by steel sheet or plastic slab preparation, and overall structure is the assembled, conveniently demolishs and transports. The partition 3 is a rectangular plate, as shown in fig. 2, the partition 3 is vertically inserted into the water tank, and the partition 3 is arranged parallel to the side wall of the water tank. The size of baffle 3 and the size looks adaptation of water tank make baffle 3 about both ends and bottom and the inside laminating of water tank. The height of the partition plate 3 is equal to that of the side wall of the water tank, and the partition plate 3 is positioned on the central line of the water tank and evenly divides the water tank into a turbid water tank 1 and a clear water tank 2. The upper part of the partition board 3 is provided with a communication port, and the communication port includes but is not limited to a rectangular port, a circular port, a special-shaped port and the like.
S2, as shown in fig. 3, the upper side wall of the turbid water tank 1 is connected with a water inlet pipe 4, the construction floor and the water inlet pipe 4 are connected through a water outlet pipe 12, and the construction water or rainwater on the construction floor is intercepted and then flows into the turbid water tank 1 through the water outlet pipe 12.
S3, settling the turbid water in the turbid water tank 1, settling sludge to the bottom of the turbid water tank 1, and positioning clear water at the upper part of the turbid water tank 1. Along with the rising of the water level in the turbid water tank 1, the clear water obtained after the precipitation flows into the clear water tank 2 through the communication port at the upper part of the partition plate 3.
S4, an overflow pipe 8 is connected to the upper side wall of the clean water tank 2, so that a certain water level is kept in the clean water tank 2, and when the water level exceeds, redundant water can be rapidly removed through the overflow pipe 8. The lower side wall of the clean water tank 2 is connected with a water supply pipe 7, the water supply pipe 7 is connected with a water using pipe 13, and clean water in the clean water tank 2 is led to a water using point for recycling. The problem that the water consumption between floors influences the construction is effectively solved, the accumulated water is recycled, and the resource consumption is effectively reduced.
As shown in fig. 4, the bottom of the dirty water tank 1 and the bottom of the clean water tank 2 are both cone-shaped structures, or may be semi-cone-shaped structures. First blow-off pipe 5 is connected in the bottom of turbid water tank 1, installs first blowoff valve 6 on the first blow-off pipe 5. Sewage deposits in muddy water tank 1, and mud deposit is in muddy water tank 1 bottom, because 1 bottom of muddy water tank is the toper structure, and first blow-off pipe 5 is connected at the tip of toper structure, and during the blowdown, mud can concentrate the first blow-off pipe 5 of flow direction along the inclined plane. Therefore, the problem that sludge is deposited on the bottom surface of the tank body and is difficult to discharge in the common flat tank bottom is solved. The second sewage draining pipe 9 is connected with the bottom end of the clean water tank 2, and a second sewage draining valve 10 is arranged on the second sewage draining pipe 9. A small portion of impurities still exist in the sewage after the sewage is settled in the dirty water tank 1, and partial sludge is also generated at the bottom of the clean water tank 2. Therefore, the bottom of the clear water tank 2 is configured to be the same as the bottom of the dirty water tank 1, so that the sludge in the clear water tank 2 can be discharged.
When the sludge in the turbid water tank 1 is deposited to a certain height, the first sewage discharge valve 6 is opened, and the sludge in the turbid water tank 1 is discharged under the action of gravity; when the sludge in the clean water tank 2 is deposited to a certain height, the second blowoff valve 10 is opened, and the sludge in the clean water tank 2 is discharged under the action of gravity. The sludge in the water tank can be cleaned without mechanical equipment cleaning, the cleaning difficulty is reduced, and a large amount of manpower is saved.
The embodiments of the invention are intended to embrace all such alternatives, modifications and variances which fall within the broad scope of the appended claims. Therefore, any omissions, modifications, substitutions, improvements and the like that may be made without departing from the spirit and principles of the invention are intended to be included within the scope of the invention.
Claims (5)
1. A method for recovering and treating building catchment is characterized by comprising the following steps:
s1, placing a water tank on a lower floor lower than a construction floor, wherein the water tank comprises a turbid water tank and a clear water tank, and a communication port is formed between the turbid water tank and the clear water tank;
s2, respectively connecting the construction floor and a water inlet pipe on a turbid water tank through a water outlet pipe, and introducing turbid water of the construction floor into the turbid water tank;
s3, precipitating the turbid water in a turbid water tank, and allowing clear water obtained after precipitation to flow into a clear water tank through a communication port;
and S4, connecting a water using pipe on a water supply pipe on the clean water tank, and introducing the clean water in the clean water tank to a water using point for recycling.
2. The method as claimed in claim 1, wherein the first and second blowdown valves are opened to discharge the sludge in the dirty water tank and the clean water tank.
3. The building collected water recycling method according to claim 1, wherein S1 specifically includes: the support is fixed on the lower floor lower than the construction floor, and then the water tank is connected to the support.
4. The method for recovering and treating building catchment according to claim 1, characterized in that the tank is divided into a turbid tank and a clear tank by a partition plate, and a communication port is provided at an upper portion of the partition plate.
5. The method as claimed in claim 1, wherein an overflow pipe is connected to the clean water tank so that the water level in the clean water tank is lower than the height of the overflow pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210583874.9A CN114775770A (en) | 2022-05-27 | 2022-05-27 | Building catchment recovery processing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202210583874.9A CN114775770A (en) | 2022-05-27 | 2022-05-27 | Building catchment recovery processing method |
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CN114775770A true CN114775770A (en) | 2022-07-22 |
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CN202210583874.9A Pending CN114775770A (en) | 2022-05-27 | 2022-05-27 | Building catchment recovery processing method |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2333770Y (en) * | 1998-06-11 | 1999-08-18 | 江苏海鸥冷却塔股份有限公司 | Water-saving gravity valveless filter backflushing device |
CN2848837Y (en) * | 2005-08-11 | 2006-12-20 | 浙江天通电子股份有限公司 | Soft magnetic ferrite grinding waste water treatment device |
KR100717427B1 (en) * | 2007-01-31 | 2007-05-14 | (주)테마종합건축사사무소 | Filtering apparatus for sludge apartment water tank |
CN202415298U (en) * | 2012-01-16 | 2012-09-05 | 中冶东方工程技术有限公司 | System capable of purifying muddy water circularly |
CN211198860U (en) * | 2019-11-05 | 2020-08-07 | 湖南中淼环保科技有限公司 | Integrated sewage treatment equipment |
CN212532539U (en) * | 2020-05-18 | 2021-02-12 | 临泉县恒达食品有限公司 | Sewage recovery device for deep processing of vegetables |
-
2022
- 2022-05-27 CN CN202210583874.9A patent/CN114775770A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2333770Y (en) * | 1998-06-11 | 1999-08-18 | 江苏海鸥冷却塔股份有限公司 | Water-saving gravity valveless filter backflushing device |
CN2848837Y (en) * | 2005-08-11 | 2006-12-20 | 浙江天通电子股份有限公司 | Soft magnetic ferrite grinding waste water treatment device |
KR100717427B1 (en) * | 2007-01-31 | 2007-05-14 | (주)테마종합건축사사무소 | Filtering apparatus for sludge apartment water tank |
CN202415298U (en) * | 2012-01-16 | 2012-09-05 | 中冶东方工程技术有限公司 | System capable of purifying muddy water circularly |
CN211198860U (en) * | 2019-11-05 | 2020-08-07 | 湖南中淼环保科技有限公司 | Integrated sewage treatment equipment |
CN212532539U (en) * | 2020-05-18 | 2021-02-12 | 临泉县恒达食品有限公司 | Sewage recovery device for deep processing of vegetables |
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