CN204447424U - A kind of architectural engineering groundwater treatment and reclamation set - Google Patents
A kind of architectural engineering groundwater treatment and reclamation set Download PDFInfo
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- CN204447424U CN204447424U CN201520081873.XU CN201520081873U CN204447424U CN 204447424 U CN204447424 U CN 204447424U CN 201520081873 U CN201520081873 U CN 201520081873U CN 204447424 U CN204447424 U CN 204447424U
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Abstract
The utility model is a kind of architectural engineering groundwater treatment and reclamation set.Include first stage precipitation tank, second-level settling pond, three grades of sedimentation basins, clear water reserviors, force (forcing) pumps, the underground water that well-points dewatering construction is extracted out enters first stage precipitation tank through the first water inlet pipe, the delivery port of first stage precipitation tank is communicated with the water inlet of second-level settling pond by the second water inlet pipe, the delivery port of second-level settling pond is communicated with the water inlet of three grades of sedimentation basins by the 3rd water inlet pipe, the delivery port of three grades of sedimentation basins is communicated with the water inlet of clear water reserviors by the 4th water inlet pipe, clear water in clear water reserviors is extracted out by force (forcing) pump, and the delivery port of force (forcing) pump is received on required pipeline.The utility model both can make full use of the underground water that well-points dewatering is extracted out, saving water resource, it also avoid simultaneously and adopted the leakage problems of brick setting or concrete basin and avoid increasing the problem of building waste.
Description
Technical field
The utility model is a kind of architectural engineering groundwater treatment and reclamation set, belongs to the innovative technology of architectural engineering groundwater treatment and reclamation set.
Background technology
At present, in architectural engineering, the application of deep basal pit is more and more extensive.In deep foundation pit construction, usually adopt well-points dewatering technology, well-points dewatering can extract flood tide underground water out.On the one hand, the underground water of extraction enters municipal sewage system, both causes water resource waste, too increases the burden of sewerage system; On the other hand, engineering construction needs again to consume a large amount of running water; And the deep foundation pit construction cycle is longer.In addition, in Practical Project, some unit in charge of construction adopts brick or concreting sedimentation basin to process underground water, but brick sedimentation basin easy to leak, and remove brick setting after completion or concrete too increases building waste.
Summary of the invention
The purpose of this utility model is consider the problems referred to above and provide a kind of architectural engineering groundwater treatment and reclamation set.The utility model both can make full use of the underground water that well-points dewatering is extracted out, saving water resource, it also avoid simultaneously and adopted the leakage problems of brick setting or concrete basin and avoid increasing the problem of building waste.
The technical solution of the utility model is: architectural engineering groundwater treatment of the present utility model and reclamation set, include first stage precipitation tank, second-level settling pond, three grades of sedimentation basins, clear water reserviors, force (forcing) pump, the underground water that well-points dewatering construction is extracted out enters first stage precipitation tank through the first water inlet pipe, the delivery port of first stage precipitation tank is communicated with the water inlet of second-level settling pond by the second water inlet pipe, the delivery port of second-level settling pond is communicated with the water inlet of three grades of sedimentation basins by the 3rd water inlet pipe, the delivery port of three grades of sedimentation basins is communicated with the water inlet of clear water reserviors by the 4th water inlet pipe, clear water in clear water reserviors is extracted out by force (forcing) pump, the delivery port of force (forcing) pump is received on required pipeline.
Architectural engineering groundwater treatment of the present utility model and reclamation set, desilting process can be carried out to the underground water that well-points dewatering is extracted out, water after process can be used as building site miscellaneous water, be used for greening, carwash, toilet flushing, flushing road surface, control airborne dust etc., to meet the requirement of green construction.The utility model both can make full use of the underground water that well-points dewatering is extracted out, and saving water resource, for enterprise brings huge economic benefit; It also avoid the leakage problems adopting brick setting or concrete basin and the problem increasing building waste simultaneously.In addition, the utility model adopts Plate Welding to form, both reusable, finishes using and also can be used as waste steel recycling.The utility model is that a kind of design is ingenious, function admirable, convenient and practical architectural engineering groundwater treatment and reclamation set.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is top view.
Detailed description of the invention
Embodiment:
Structural representation of the present utility model as shown in Figure 1, architectural engineering groundwater treatment of the present utility model and reclamation set, architectural engineering groundwater treatment and reclamation set, it is characterized in that including first stage precipitation tank 5, second-level settling pond 6, three grades of sedimentation basins 7, clear water reserviors 8, force (forcing) pump 9, the underground water that well-points dewatering construction is extracted out enters first stage precipitation tank 5 through the first water inlet pipe 1, the delivery port of first stage precipitation tank 5 is communicated with the water inlet of second-level settling pond 6 by the second water inlet pipe 2, the delivery port of second-level settling pond 6 is communicated with the water inlet of three grades of sedimentation basins 7 by the 3rd water inlet pipe 3, the delivery port of three grades of sedimentation basins 7 is communicated with the water inlet of clear water reserviors 8 by the 4th water inlet pipe 4, clear water in clear water reserviors 8 is extracted out by force (forcing) pump 9, the delivery port 11 of force (forcing) pump 9 is received on required pipeline.The volume of first stage precipitation tank 5, second-level settling pond 6, three grades of sedimentation basins 7, clear water reserviors 8 is determined according to the water yield.
In the present embodiment, above-mentioned first stage precipitation tank 5, second-level settling pond 6, three grades of sedimentation basins 7, clear water reserviors are formed by Plate Welding.
In the present embodiment, be steel pipe in above-mentioned first water inlet pipe 1, second water inlet pipe 2, the 3rd water inlet pipe 3, the 4th water inlet pipe 4.
In the present embodiment, the two ends of above-mentioned first water inlet pipe 1, second water inlet pipe 2, the 3rd water inlet pipe 3, the 4th water inlet pipe 4 are all fixed by welding and corresponding sedimentation basin and clear water reserviors.The diameter of steel pipe is 200mm.
Above-mentioned clear water reserviors 8 are provided with the channel-section steel 12 supporting force (forcing) pump 9.In the present embodiment, above-mentioned clear water reserviors 8 are provided with two channel-section steels 12 supporting force (forcing) pump 9.
In the present embodiment, above-mentioned clear water reserviors 8 connect the water inlet of force (forcing) pump 9 by intake pipe, and the delivery port of force (forcing) pump is connected with the pipeline of water system.
Operation principle of the present utility model is: the underground water that well-points dewatering construction is extracted out enters first stage precipitation tank 5 through the first water inlet pipe 1, after preliminary sedimentation, second-level settling pond 6 is entered through the second water inlet pipe 2, after precipitation, enter three grades of sedimentation basins 7 through the 3rd water inlet pipe 3, again enter clear water reserviors 8 through the 4th water inlet pipe 4 after precipitation.Clear water force (forcing) pump 9 is extracted out, is received on required pipeline by delivery port 11.
Claims (7)
1. an architectural engineering groundwater treatment and reclamation set, it is characterized in that including first stage precipitation tank, second-level settling pond, three grades of sedimentation basins, clear water reserviors, force (forcing) pump, the underground water that well-points dewatering construction is extracted out enters first stage precipitation tank through the first water inlet pipe, the delivery port of first stage precipitation tank is communicated with the water inlet of second-level settling pond by the second water inlet pipe, the delivery port of second-level settling pond is communicated with the water inlet of three grades of sedimentation basins by the 3rd water inlet pipe, the delivery port of three grades of sedimentation basins is communicated with the water inlet of clear water reserviors by the 4th water inlet pipe, clear water in clear water reserviors is extracted out by force (forcing) pump, the delivery port of force (forcing) pump is received on required pipeline.
2. architectural engineering groundwater treatment according to claim 1 and reclamation set, is characterized in that above-mentioned first stage precipitation tank, second-level settling pond, three grades of sedimentation basins, clear water reserviors forms by Plate Welding.
3. architectural engineering groundwater treatment according to claim 1 and reclamation set, is characterized in that above-mentioned first water inlet pipe, the second water inlet pipe, the 3rd water inlet pipe, the 4th water inlet pipe are steel pipe.
4. architectural engineering groundwater treatment according to claim 3 and reclamation set, it is characterized in that above-mentioned first water inlet pipe, the second water inlet pipe, the 3rd water inlet pipe, the 4th water inlet pipe two ends all fixed by welding and corresponding sedimentation basin and clear water reserviors.
5. the architectural engineering groundwater treatment according to any one of Claims 1-4 and reclamation set, is characterized in that above-mentioned clear water reserviors being provided with the channel-section steel supporting force (forcing) pump.
6. architectural engineering groundwater treatment according to claim 5 and reclamation set, is characterized in that above-mentioned clear water reserviors being provided with two channel-section steels supporting force (forcing) pump.
7. architectural engineering groundwater treatment according to claim 5 and reclamation set, it is characterized in that above-mentioned clear water reserviors connect the water inlet of force (forcing) pump by intake pipe, the delivery port of force (forcing) pump is connected with the pipeline of water system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520081873.XU CN204447424U (en) | 2015-02-05 | 2015-02-05 | A kind of architectural engineering groundwater treatment and reclamation set |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520081873.XU CN204447424U (en) | 2015-02-05 | 2015-02-05 | A kind of architectural engineering groundwater treatment and reclamation set |
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| Publication Number | Publication Date |
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| CN204447424U true CN204447424U (en) | 2015-07-08 |
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| CN201520081873.XU Active CN204447424U (en) | 2015-02-05 | 2015-02-05 | A kind of architectural engineering groundwater treatment and reclamation set |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108404514A (en) * | 2018-04-27 | 2018-08-17 | 苏州清荷坊环保科技有限公司 | A kind of 3 D stereo precipitating type sewage-treatment plant |
| CN109956573A (en) * | 2019-04-03 | 2019-07-02 | 江苏中原建设集团有限公司 | A kind of architectural engineering groundwater reclaim utilizes method |
-
2015
- 2015-02-05 CN CN201520081873.XU patent/CN204447424U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108404514A (en) * | 2018-04-27 | 2018-08-17 | 苏州清荷坊环保科技有限公司 | A kind of 3 D stereo precipitating type sewage-treatment plant |
| CN109956573A (en) * | 2019-04-03 | 2019-07-02 | 江苏中原建设集团有限公司 | A kind of architectural engineering groundwater reclaim utilizes method |
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