CN109424051A - Double-layer drainage guard system - Google Patents

Double-layer drainage guard system Download PDF

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Publication number
CN109424051A
CN109424051A CN201710734458.3A CN201710734458A CN109424051A CN 109424051 A CN109424051 A CN 109424051A CN 201710734458 A CN201710734458 A CN 201710734458A CN 109424051 A CN109424051 A CN 109424051A
Authority
CN
China
Prior art keywords
pipe duct
main body
duct main
sewage
layer
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
Application number
CN201710734458.3A
Other languages
Chinese (zh)
Inventor
王红容
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.)
Qianjiang Shang Juan Trade Co Ltd
Original Assignee
Qianjiang Shang Juan Trade 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.)
Filing date
Publication date
Application filed by Qianjiang Shang Juan Trade Co Ltd filed Critical Qianjiang Shang Juan Trade Co Ltd
Priority to CN201710734458.3A priority Critical patent/CN109424051A/en
Publication of CN109424051A publication Critical patent/CN109424051A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers
    • E03F3/043Partitioned to allow more than one medium to flow through

Abstract

The present invention relates to double-layer drainage guard system, the double-layer drainage pipe duct of specifically a kind of rain sewage diversion belongs to municipal drainage technical field.It includes pipe duct main body, and waist is equipped with membrane support in pipe duct main body, and by connector connection elastic baffle in membrane support, pipe duct main body internal channel is divided into upper layer and lower layer by elastic baffle, and upper layer is rain water channel, and lower layer is sewage routeway;Elastic baffle is equipped with cutoff hole, and cutoff hole, which is arranged right below to shut off, limits valve, it is big in lower layer's sewage quantity and when oilysewage surface being caused to rise, ball-cock assembly is taken up by the buoyancy of sewage and blocks cutoff hole.Cover board is equipped at pipe duct main body upper end opening, cover board covers the opening of pipe duct main body, is uniformly provided with multiple drain holes on cover board.Rain sewage pipe duct can be laid with position and be realized the initial rainwater that shuts off by the present invention, reach that the small scale of construction, variable capacity, buried depth are shallow, occupy little space, is with low investment, the use purpose of easy access maintenance.

Description

Double-layer drainage guard system
Technical field
The invention belongs to municipal drainage technical fields, and in particular to double-layer drainage guard system.
Background technique
Currently, domestic run-off system mainly has combined system and two kinds of separate system.Combined system be same pipe duct system collect, The drainage pattern of sewage and rainwater is conveyed, separate system is the draining for collecting, conveying sewage and rainwater respectively with different pipe duct systems Mode.Since there are waters to fluctuate outside to sewage plant influence on system operation, rainy season pollution load of overflow and dry season siltation foul smell for combined flow system The problems such as excessive, therefore code requirement, in addition to arid area, newly-built drainage system should be using separate system and to existing combined system Drainage system should implement rain sewage diversion transformation.
Patent disclosed above or it need to largely be arranged that inspection shaft, the scale of construction are larger, maintenance is difficult and cut-off equipment influences overcurrent Ability and easy failure;Buried depth is deep, construction backfill requires height, and has a single function, and can not achieve the initial rainwater that shuts off Effect.And sewer is that all closed pipeline or the double-deck channel, repair and maintenance are difficult;Since inflow-rate of water turbine, ventilation and maintenance are wanted Ask pipe duct size big.In addition it needing individually separately to seek the inlet for stom water that rainwater on road surface is collected in path space setting, structure is complicated for storm-water system, Overhaul management is inconvenient, and system buried depth is relatively deep to be required to correspondingly increase to construction working face, this requires that town road needs enough Width implement, also therefore be limited in the insufficient region of the widths of roadway such as the street lane of drainage system upstream separate system transformation.On State it is insufficient still have be worth improved place.
Summary of the invention
It is an object of the present invention to overcome the above deficiencies, so that double-layer drainage guard system is provided, it can be by rain sewage Pipe duct lays with position and realizes the initial rainwater that shuts off, and reaches that the small scale of construction, variable capacity, buried depth are shallow, occupy little space, invest economic and convenient In the use purpose of repair and maintenance.
According to technical solution provided by the invention, double-layer drainage guard system includes pipe duct main body, and waist is set in pipe duct main body There is a membrane support, elastic baffle is connected by connector in membrane support, it is characterized in that: elastic baffle is by pipe duct main body internal channel It is divided into upper layer and lower layer, upper layer is rain water channel, and lower layer is sewage routeway;Elastic baffle is equipped with cutoff hole, cutoff hole underface Limit valve equipped with shutting off, it is big in lower layer's sewage quantity and when oilysewage surface being caused to rise, ball-cock assembly is taken up to block by the buoyancy of sewage and be cut Discharge orifice;Cover board is equipped at pipe duct main body upper end opening, cover board covers the opening of pipe duct main body, is uniformly provided with multiple let out on cover board Water hole.
Further, pipe duct main body uses rectangle, oval or shape of a hoof cross-sectional shape.
Further, connector uses snail or clip.
Further, elastic baffle can be using rubber, silica gel or the production of elastoplastic elastomeric material.
Further, shut off and limit valve using ball-cock assembly.
Further, the shape of cutoff hole can be round, ellipse or rectangle.
Compared with the prior art the present invention has the advantage that
The invention has the advantages of simple structure, compactness and reasonable structure, the initial rainwater that shuts off can be laid and realized with position by rain sewage pipe duct, reach The scale of construction is small, variable capacity, buried depth is shallow, occupies little space, is with low investment, the use purpose of easy access maintenance.
Detailed description of the invention
Fig. 1 is main view of the present invention.
Fig. 2 is the structure chart of the present invention in a situation of use.
Description of symbols: 1_ pipe duct main body, 2- membrane support, 3- elastic baffle, 4- sewage routeway, 5- rain water channel, 6- cover board, 7_, which shut off, limits valve, 8_ cutoff hole, 9_ drain hole.
Specific embodiment
The present invention will be further described in conjunction with the embodiment in attached drawing below:
As shown in Fig. 12, the invention mainly comprises pipe duct main body 1, waist is equipped with membrane support 2, partition branch in pipe duct main body 1 Elastic baffle 3 is connected by connector in support 2,1 internal channel of pipe duct main body is divided into upper layer and lower layer by elastic baffle 3, and upper layer is rain Aquaporin-5, for arranging rainwater;Lower layer is sewage routeway 4, is used for sewerage.
Elastic baffle 3 is equipped with cutoff hole 8, and cutoff hole 8, which is arranged right below to shut off, limits valve 7.Shut off and limits valve 7 using floating Ball valve, it is big in lower layer's sewage quantity and when oilysewage surface being caused to rise, ball-cock assembly is taken up by the buoyancy of sewage blocks cutoff hole 8, prevents Sewage enters in upper layer rain water channel 5.
Cover board 6 is equipped at 1 upper end opening of pipe duct main body, cover board 6 covers the opening of pipe duct main body 1.On the cover board 6 Even to be equipped with multiple drain holes 9, rainwater is flowed into pipe duct main body 1 by drain hole 9.
The working principle of the invention is: pipe duct main body is separated into bilevel sewage routeway to elastic baffle and rainwater leads to Road.Sewage is excluded by lower layer's sewage routeway, and rainwater is excluded by upper layer rain water channel.It is arranged on cover board above pipe duct main body and sluices Hole, rainwater enters rain water channel by drain hole when raining, a small amount of seriously polluted initial rainwater by rain water channel bottom bullet Cutoff hole on property partition enters sewage routeway.With the continuation of rainfall, the rainwater into rain water channel increases, into lower layer's dirt The retention rainwater of aquaporin increases, and lower layer's sewage routeway water surface curve rises, and is arranged in shutting off below elastic baffle and limits valve and exist Rise under the action of buoyancy and block cutoff hole, stop shutting off, rain water channel and sewage routeway are completely isolated, and two sets of formation is respectively only Vertical separate sewage system.As rainfall is continuously increased, the amount of rainfall into rain water channel is gradually increased, and elastic baffle is not Break gradually sagging under increased rainwater gravity, to be continuously increased rain water channel flow section, increases rain water channel overcurrent Ability can quickly exclude rainwater on road surface.Elastic baffle resets after rainfall, and system is restored.When needing to overhaul, open cover board and Elastic baffle can carry out dredging maintenance to upper and lower level rain water channel and sewage routeway.

Claims (1)

1. double-layer drainage guard system, including pipe duct main body (1), pipe duct main body (1) internal channel is divided into upper and lower two by elastic baffle (3) Layer, upper layer are rain water channel (5), and lower layer is sewage routeway (4);It is characterized in that: pipe duct main body (1) interior waist is equipped with membrane support (2), elastic baffle (3) are connected by connector in membrane support (2);Elastic baffle (3) is equipped with cutoff hole (8), cutoff hole (8) be arranged right below to shut off and limit valve (7), it is described shut off limit valve (7) using ball-cock assembly, it is big in lower layer's sewage quantity and lead to dirt When the water surface rises, ball-cock assembly is taken up by the buoyancy of sewage blocks cutoff hole (8);Pipe duct main body (1) upper end, which is opened, is equipped with cover board at U (6), pipe duct main body (1) is opened U covering by cover board (6), is uniformly provided with multiple drain holes (9) on cover board (6);The pipe duct main body (1) rectangle, oval or shape of a hoof cross-sectional shape are used;The shape of the cutoff hole (8) can be round, oval or rectangular Shape.
CN201710734458.3A 2017-08-24 2017-08-24 Double-layer drainage guard system Pending CN109424051A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710734458.3A CN109424051A (en) 2017-08-24 2017-08-24 Double-layer drainage guard system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710734458.3A CN109424051A (en) 2017-08-24 2017-08-24 Double-layer drainage guard system

Publications (1)

Publication Number Publication Date
CN109424051A true CN109424051A (en) 2019-03-05

Family

ID=65499290

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710734458.3A Pending CN109424051A (en) 2017-08-24 2017-08-24 Double-layer drainage guard system

Country Status (1)

Country Link
CN (1) CN109424051A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110725383A (en) * 2019-10-21 2020-01-24 殷富新 Municipal sewage treatment system and sewage treatment method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110725383A (en) * 2019-10-21 2020-01-24 殷富新 Municipal sewage treatment system and sewage treatment method thereof

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Legal Events

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PB01 Publication
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20190305