CN205603368U - Collect grid, sediment and regulation and advance sewage treatment system of water flow rate in an organic whole - Google Patents

Collect grid, sediment and regulation and advance sewage treatment system of water flow rate in an organic whole Download PDF

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Publication number
CN205603368U
CN205603368U CN201620392598.8U CN201620392598U CN205603368U CN 205603368 U CN205603368 U CN 205603368U CN 201620392598 U CN201620392598 U CN 201620392598U CN 205603368 U CN205603368 U CN 205603368U
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CN
China
Prior art keywords
sedimentation tank
grid
grid pond
regulating reservoir
water flow
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.)
Expired - Fee Related
Application number
CN201620392598.8U
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Chinese (zh)
Inventor
王超
陈方方
雷弢
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan Geruisi Environment Technology Co Ltd
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Sichuan Geruisi Environment Technology Co Ltd
Priority date (The priority date 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 date listed.)
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Publication date
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Priority to CN201620392598.8U priority Critical patent/CN205603368U/en
Application granted granted Critical
Publication of CN205603368U publication Critical patent/CN205603368U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a collect grid, sediment and regulation and advance sewage treatment system of water flow rate in an organic whole, it includes concrete cushion (1), grid pond (2), sedimentation tank (3) and equalizing basin (4), grid pond (2), sedimentation tank (3) and equalizing basin (4) all set up on concrete cushion (1), the top of grid pond (2) is provided with ground grille cover (5), the bottom of grid pond (2) is provided with basement rock layer (6), be provided with between grid pond (2) and sedimentation tank (3) water hole A (9), be provided with between sedimentation tank (3) and equalizing basin (4) water hole B (10), the top of equalizing basin (4) still is provided with a plurality of maintenance hole (11), all be provided with pre -buried cat ladder (12) on the inner wall of equalizing basin (4). The beneficial effects of the utility model are that: intensity is high, the large -scale floater in the filtering sewage and silt, improvement sewage treatment efficiency fast.

Description

A kind of integrate grid, precipitate and regulate the sewage disposal system of Inlet and outlet water flow
Technical field
This utility model relates to Treatment stations town biological sewage, a kind of integrates grid, precipitates and regulate the sewage disposal system of Inlet and outlet water flow.
Background technology
Advance the sanitary sewage disposal of field town, be the major action implementing State Council and provincial government of Provincial Party committee about rural environmental protection decision and deployment.The General Office of the State Council forwards each portion clearly to propose: " treatment in accordance with local conditions carries out country sewage, refuse pollution is administered.Iterative method county territory sewage and the unified planning of waste treatment facility, unified construction, unified management.Sewage treatment facility should be built in samll cities and towns with good conditionsi and larger village, the sewage in surrounding city villages and small towns can include municipal sewage collection system pipe network in, to relatively decentralized, the sanitary sewage in the poor village of economic condition of ratio of living, distributing, low cost, manageable mode can be taked to process.”
Field town sanitary sewage is essentially from lavatory flushing water, kitchen water, washing machine drainage, shower drainage and other drainings etc. at present.The organic species such as sanitary sewage cellulose, starch, saccharide, fat, protein, possibly together with the inorganic salts such as nitrogen, phosphorus.In addition possibly together with substantial amounts of large-scale floating thing, silt etc. in sanitary sewage, the treatment process of existing sanitary sewage is first by artificial salvaging large-scale floating thing and silt, sewage after processing again is drained in Buffer Pool, it is subsequently sent to follow-up chemical treatment pool interior to remove the Organic substance in sewage, but use artificial salvaging large-scale floating thing and the method for silt, not only increase the labor intensity of workman and the treatment effeciency of sewage is the lowest.
Utility model content
The purpose of this utility model is to overcome the shortcoming of prior art, it is provided that a kind of compact conformation, intensity are high, the large-scale floating thing that can quickly filter in sewage and silt, the integrating grid, precipitate and regulate the sewage disposal system of Inlet and outlet water flow of raising sewage treating efficiency.
nullThe purpose of this utility model is achieved through the following technical solutions: a kind of collection grid、Precipitation and regulation Inlet and outlet water flow are in the sewage disposal system of one,It includes concrete cushion、Grid pond、Sedimentation tank and regulating reservoir,Described grid pond、Sedimentation tank and regulating reservoir may be contained within concrete cushion,Described grid pond is arranged at the rear side of sedimentation tank,The top in grid pond is provided with ground grille cover,The bottom in grid pond is provided with horizon d,The bottom of described sedimentation tank is provided with four rubble packed layers,The equal triangular shape in cross section of four rubble packed layers,Bucket is surrounded between four rubble packed layers,It is provided with water hole A between described grid pond and sedimentation tank,Water hole B it is provided with between sedimentation tank and regulating reservoir,The top of described regulating reservoir is additionally provided with multiple service hatch,Pre-buried cat ladder it is provided with on the inwall of regulating reservoir,Pre-buried cat ladder is arranged at the underface of service hatch.
Described grid pond and the width of sedimentation tank are respectively less than the width of regulating reservoir.
The top of described regulating reservoir is provided with two service hatches, and two service hatches are that diagonal angle is arranged.
The most rectangular shape of described regulating reservoir and grid pond.
This utility model has the advantage that this utility model intensity is high, can quickly filter in sewage large-scale floating thing and silt, raising sewage treating efficiency.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the B-B sectional view of Fig. 1;
In figure, 1-concrete cushion, 2-grid pond, 3-sedimentation tank, 4-regulating reservoir, 5-ground grille cover, 6-horizon d, 7-rubble packed layer, 8-bucket, 9-water hole A, 10-water hole B, 11-service hatch, the pre-buried cat ladder of 12-.
Detailed description of the invention
Being further described this utility model below in conjunction with the accompanying drawings, protection domain of the present utility model is not limited to the following stated:
As Figure 1-3, a kind of collection grid, precipitation and regulation Inlet and outlet water flow are in the sewage disposal system of one, it includes concrete cushion 1, grid pond 2, sedimentation tank 3 and regulating reservoir 4, described grid pond 2, sedimentation tank 3 and regulating reservoir 4 may be contained within concrete cushion 1, the most rectangular shape of regulating reservoir 4 and grid pond 2, described grid pond 2 is arranged at the rear side of sedimentation tank 3, the top in grid pond 2 is provided with ground grille cover 5, ground grille cover 5 is in netted, ground grille cover 5 is used for intercepting large-scale floating thing, the bottom in grid pond 2 is provided with horizon d 6, the sewage avoiding freely falling body punctures concrete cushion 1, thus well protect concrete cushion 1, in addition without artificial salvaging large-scale floating thing, reduce labor intensity, reduce processing cost.
As Figure 1-3, the bottom of sedimentation tank 3 is provided with four rubble packed layers 7, the equal triangular shape in cross section of four rubble packed layers 7, bucket 8 is surrounded between four rubble packed layers 7, four rubble packed layers 7 make sedimentation tank 3 lower area bearing capacity higher, improve the intensity of entirety, it is provided with water hole A9 between described grid pond 2 and sedimentation tank 3, water hole B10 it is provided with between sedimentation tank 3 and regulating reservoir 4, the top of described regulating reservoir 4 is additionally provided with multiple service hatch 11, pre-buried cat ladder 12 it is provided with on the inwall of regulating reservoir 4, pre-buried cat ladder 12 is arranged at the underface of service hatch 11, whether crack is had with inspection regulating reservoir 4 in can entering regulating reservoir 4 by pre-buried cat ladder 12.
Described grid pond 2 and the width of sedimentation tank 3 are respectively less than the width of regulating reservoir 4;The top of described regulating reservoir 4 is provided with two service hatches 11, and two service hatches 11 are arranged in diagonal angle.
Work process of the present utility model is as follows: first guide on ground grille cover 5 by sewage by pipeline, large-scale floating thing in sewage is intercepted remaining sewage by ground grille cover 5 and then falls in grid pond 2, when in grid pond 2, the liquid level of sewage is higher than water hole A9, sewage is in water hole A9 enters sedimentation tank 3, silt in sewage is collected in then entering bucket 8 along the inclined-plane of rubble packed layer 7, do not have mud then in water hole B10 enters regulating reservoir 4, regulating reservoir 4 regulates the flow of sewage, regulating reservoir 4 also acts the effect of buffering simultaneously, achieve filtering the large-scale floating and mud in sewage continuously, improve the treatment effeciency of sewage.

Claims (4)

  1. null1. a collection grid、Precipitation and regulation Inlet and outlet water flow are in the sewage disposal system of one,It is characterized in that: it includes concrete cushion (1)、Grid pond (2)、Sedimentation tank (3) and regulating reservoir (4),Described grid pond (2)、Sedimentation tank (3) and regulating reservoir (4) may be contained within concrete cushion (1),Described grid pond (2) is arranged at the rear side of sedimentation tank (3),The top in grid pond (2) is provided with ground grille cover (5),The bottom in grid pond (2) is provided with horizon d (6),The bottom of described sedimentation tank (3) is provided with four rubble packed layers (7),The equal triangular shape in cross section of four rubble packed layers (7),Bucket (8) is surrounded between four rubble packed layers (7),It is provided with water hole A(9) between described grid pond (2) and sedimentation tank (3),It is provided with water hole B(10) between sedimentation tank (3) and regulating reservoir (4),The top of described regulating reservoir (4) is additionally provided with multiple service hatch (11),Pre-buried cat ladder (12) it is provided with on the inwall of regulating reservoir (4),Pre-buried cat ladder (12) is arranged at the underface of service hatch (11).
  2. The most according to claim 1 a kind of integrate grid, precipitate and regulate the sewage disposal system of Inlet and outlet water flow, it is characterised in that: described grid pond (2) and the width of sedimentation tank (3) are respectively less than the width of regulating reservoir (4).
  3. The most according to claim 1 a kind of integrate grid, precipitate and regulate the sewage disposal system of Inlet and outlet water flow, it is characterised in that: the top of described regulating reservoir (4) is provided with two service hatches (11), and two service hatches (11) are arranged in diagonal angle.
  4. The most according to claim 1 a kind of integrate grid, precipitate and regulate the sewage disposal system of Inlet and outlet water flow, it is characterised in that: described regulating reservoir (4) and grid pond (2) the most rectangular shape.
CN201620392598.8U 2016-05-04 2016-05-04 Collect grid, sediment and regulation and advance sewage treatment system of water flow rate in an organic whole Expired - Fee Related CN205603368U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620392598.8U CN205603368U (en) 2016-05-04 2016-05-04 Collect grid, sediment and regulation and advance sewage treatment system of water flow rate in an organic whole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620392598.8U CN205603368U (en) 2016-05-04 2016-05-04 Collect grid, sediment and regulation and advance sewage treatment system of water flow rate in an organic whole

Publications (1)

Publication Number Publication Date
CN205603368U true CN205603368U (en) 2016-09-28

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CN201620392598.8U Expired - Fee Related CN205603368U (en) 2016-05-04 2016-05-04 Collect grid, sediment and regulation and advance sewage treatment system of water flow rate in an organic whole

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CN (1) CN205603368U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105712543A (en) * 2016-05-04 2016-06-29 四川格瑞斯环境科技有限公司 Sewage treatment system integrating grid, sedimentation and adjustment of inflow and outflow into whole

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105712543A (en) * 2016-05-04 2016-06-29 四川格瑞斯环境科技有限公司 Sewage treatment system integrating grid, sedimentation and adjustment of inflow and outflow into whole

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160928

Termination date: 20170504