CN205577088U - Discharge of sewage is controllable and block sediment and prevent flowing backward vatch basin - Google Patents
Discharge of sewage is controllable and block sediment and prevent flowing backward vatch basin Download PDFInfo
- Publication number
- CN205577088U CN205577088U CN201620328338.4U CN201620328338U CN205577088U CN 205577088 U CN205577088 U CN 205577088U CN 201620328338 U CN201620328338 U CN 201620328338U CN 205577088 U CN205577088 U CN 205577088U
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- Prior art keywords
- sewage
- plate
- vatch basin
- discharge
- dams
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Abstract
The utility model discloses a discharge of sewage is controllable and block sediment and prevent flowing backward vatch basin, it includes the vatch basin structures, the drain connection nature water of vatch basin structures, be provided with fixed weir in the vatch basin structures, be provided with the sewage mouth that dams on the water inlet of vatch basin structures and the vatch basin structures lateral wall between the fixed weir, sewage dams mouthful the department and is provided with the cut -off equipment of the steerable discharge of sewage, sewage dams to be provided with between mouth and the fixed weir and blocks the sediment device, it prevents flowing backward the device to be provided with in the outlet of fixed weir or vatch basin structures. The utility model discloses simple structure can realize the accurate control that blocks the sediment and the discharge of sewage of vatch basin preventing again that the tail water from flowing backward simultaneously.
Description
Technical field
This utility model relates to a kind of Vatch basin, belongs to supply and drain water system technical field, especially relates to
And the one discharge of sewage is controlled and debris retaining reverse-filling Vatch basin.
Background technology
In combined sewer systems in China's municipal sewerage engineering, Vatch basin is already deposited
?.But Vatch basin before, it is impossible to realize debris retaining function, flows to the sewage stream of soil pipe
Measure uncontrollable, simultaneously when the level of tail water increases to over upstream tube top mark height, can cause
Pouring in down a chimney of downstream water.Therefore, debris retaining and the discharge of sewage can be realized in the urgent need to one
Accurate control, the Novel flow-stopping well technology that downstream water pours in down a chimney can be prevented again.
A kind of waterpower is disclosed certainly in Chinese invention patent description CN103850328B
Control combined system pipe network Vatch basin, it includes that well body, well body left end set confluence of rainwater and sewage water inlet pipe, well
Body right-hand member sets out water pipe, and the runner of well body sets just rain downflow weir the most successively, and debris retaining is floated
Cylinder and multistage adjustable overflow plate, the well side between confluence of rainwater and sewage water inlet pipe and first rain downflow weir
Set sewage intercepting sewer bottom wall, sewage intercepting sewer sets floating drum and dams check-valves, in first rain overflow
It is provided with just rain intercepting sewer bottom well body sidewall between weir and multistage adjustable overflow plate, which is provided with and cut
Flow check valve.This invention is by damming check-valves to control at sewage intercepting sewer entrance equipped with floating drum
The flow of intercepting sewage and just rain, it is therefore prevented that sewage and just rain flow backwards；Keep away with debris retaining floating drum debris retaining
Having exempted from clogging, multistage adjustable overflow plate achieves discharge level height adjustable；And then realize
The efficiently separating of first rain, allows just rain be sent to sewage treatment plant after damming to greatest extent.But should
Inventive structure is complicated, can not be effectively prevented when the level of tail water increases to over upstream tube top mark simultaneously
Gao Shi, downstream water pour in down a chimney problem.
Summary of the invention
The defect existed for above-mentioned prior art, the technical problems to be solved in the utility model is
Thering is provided a kind of discharge of sewage controlled and debris retaining reverse-filling Vatch basin, it can realize debris retaining and dirt
The control of discharge, can prevent again the problem that downstream water pours in down a chimney, it is provided that precise control of flew and
Debris retaining reverse-filling Vatch basin system.
For solving above-mentioned technical problem, it is controlled that this utility model have employed the such a discharge of sewage
And debris retaining reverse-filling Vatch basin, it includes Vatch basin structures；The row of described Vatch basin structures
The mouth of a river connects natural water；It is provided with fixed weir in described Vatch basin structures；Described Vatch basin
It is provided with dirt on Vatch basin structures sidewall between water inlet and the described fixed weir of structures
Water dams mouth；Described sewage is provided with, at damming mouthful, the cut-off equipment that can control the discharge of sewage；Institute
State sewage to dam and be provided with retaining device between mouth and described fixed weir；Described fixed weir or described
It is provided with backward flowing preventing device in the discharge outlet of Vatch basin structures.
In a kind of preferred embodiment of the present utility model, described backward flowing preventing device is for being fixed in
Hydraulic-floating check valve on described fixed weir；Described hydraulic-floating check valve includes
It is arranged at the guide rail on described fixed weir sidewall；Described slide on rails is connected with door-plate；
Connect on described door-plate and have buoyancy tank.
In a kind of preferred embodiment of the present utility model, described backward flowing preventing device is for being fixed in
Hydraulic-floating check valve on outer wall at the discharge outlet of described Vatch basin structures；Described water
Outside the floating type check valve of power includes being arranged at and is fixed at discharge outlet and discharge outlet is covered
The frame of wall；Described scuncheon connects with discharge outlet；It it is hatch frame outside described frame；
Described frame is respectively equipped with top board and base plate up and down；It is provided with guide rail at described hatch frame；Institute
State slide on rails and be connected with the door-plate that hatch frame can be sealed；Outside described door-plate top
Side is fixed with buoyancy tank.
In a kind of preferred embodiment of the present utility model, the both sides of described door-plate are connected with ten thousand
To ball bearing；Described door-plate passes through multi-directional ball bearing sliding connection in described guide rail.
In a kind of preferred embodiment of the present utility model, the both sides of described door-plate have door-plate
Groove；It is provided with sealing ring in described door-plate groove.
In a kind of preferred embodiment of the present utility model, described sealing ring is positioned at described door-plate
And between described guide rail.
In a kind of preferred embodiment of the present utility model, described cut-off equipment is that ball float dams
Device；Described ball float cut-off equipment includes the rotation being arranged on described Vatch basin structures sidewall
Plate；It is hinged on described sewage in the middle part of described swivel plate and dams by mouthful side；One end of described swivel plate
Being provided with ball float, the other end is the keying plate that mouth coordinates that dams with sewage.
In a kind of preferred embodiment of the present utility model, described section above described swivel plate
Stream well structures sidewall is provided with the first gag lever post and the second gag lever post；When described keying plate is complete
During unlatching, described keying plate contacts with described first gag lever post；When described keying plate is completely by dirt
Water dam mouth cover time, described keying plate contacts with described second gag lever post.
In a kind of preferred embodiment of the present utility model, the height at described fixed weir top is high
In described keying plate completely sewage is dammed mouth cover time described ball float bottom height.
In a kind of preferred embodiment of the present utility model, described retaining device is floating barrier
Or horizontal grate.
In a kind of preferred embodiment of the present utility model, described floating barrier or horizontal grate
Be perpendicular to described Vatch basin structures bottom surface, pond and with the sidewall of described Vatch basin structures in
One inclination angle.
The beneficial effects of the utility model are: this utility model simple in construction, can realize damming
The debris retaining of well and the accurate control of the discharge of sewage, can prevent again downstream water from pouring in down a chimney simultaneously.Meanwhile,
This utility model also has the advantage that 1. shuntings that can realize early-stage rainwater and middle and late stage rainwater,
Can significantly subtract sewage load.2. can effectively control sewage conduct flow.3. can prevent downstream water
Pour in down a chimney.4. prevent upstream floating thing from entering downstream line.5. debris retaining floating barrier is obliquely installed,
It is easy to cut dirt pipe along with current enter from the scum silica frost of water inlet pipe entrance, floating thing.
Accompanying drawing explanation
Fig. 1 is that this utility model embodiment one discharge of sewage is controlled and debris retaining reverse-filling dams
The structural front view of well；
Fig. 2 is that this utility model embodiment one discharge of sewage is controlled and debris retaining reverse-filling dams
The structure top view of well；
Fig. 3 is that this utility model embodiment one discharge of sewage is controlled and debris retaining reverse-filling dams
Ball float cut-off equipment structural representation in well；
Fig. 4 is that this utility model embodiment one discharge of sewage is controlled and debris retaining reverse-filling dams
The fine day working state schematic representation of well；
Fig. 5 is that this utility model embodiment one discharge of sewage is controlled and debris retaining reverse-filling dams
The rainfall preliminary work view of well；
Fig. 6 is that this utility model embodiment one discharge of sewage is controlled and debris retaining reverse-filling dams
The anti-backflow view of well；
1-Vatch basin structures in figure；2-combined system pipeline；3-fixed weir；4-sewage dams
Mouthful；5-ball float cut-off equipment；6-floating barrier；7-hydraulic-floating check-valves
Door；71-guide rail；72-door-plate；73-buoyancy tank；74-multi-directional ball bearing；51-
Swivel plate；52-ball float；53-opens and closes plate；54-hinge；55-the first gag lever post；
56-the second gag lever post；57-support bar.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearer, below
In conjunction with drawings and Examples, this utility model is further elaborated.Should be appreciated that
Specific embodiment described herein, only in order to explain this utility model, is not used to limit this reality
With novel.
Controlled and the debris retaining reverse-filling by a kind of discharge of sewage shown in this utility model Fig. 1 to Fig. 2
The structural representation of Vatch basin understands, and this utility model includes Vatch basin structures 1；Vatch basin
The water inlet of structures 1 is connected with combined system pipeline 2；The discharge outlet of Vatch basin structures 1 is even
Connect natural water；Vatch basin structures 1 are provided with fixed weir 3；Entering of Vatch basin structures 1
It is provided with sewage on Vatch basin structures 1 sidewall between the mouth of a river and fixed weir 3 to dam mouth 4；
Sewage dams and is provided with ball float cut-off equipment 5 at mouth 4；Sewage dam mouth 4 and fixed weir 3 it
Between be provided with the floating barrier 6 or horizontal grate being in tilted layout；Fixed weir 3 or Vatch basin structure
Build and in the discharge outlet of thing 1, be provided with hydraulic-floating check valve 7.Wherein, hydraulic floating is worked as
When formula check valve 7 is arranged on fixed weir 3；Hydraulic-floating check valve 7 includes arranging
Guide rail 71 on fixed weir 3 sidewall；Slide on rails is connected with door-plate 72；Door-plate
Upper connection has buoyancy tank 73.When hydraulic-floating check valve 7 is arranged at Vatch basin structures 1
Discharge outlet at outer wall on time, hydraulic-floating check valve 7 includes being arranged at the row of being fixed in
The frame of the outer wall covered at the mouth of a river and by discharge outlet；Scuncheon connects with discharge outlet；Frame
Outside is hatch frame；Frame is respectively equipped with top board and base plate up and down；It is provided with at hatch frame
Guide rail 71；The door-plate 72 that hatch frame can be sealed it is slidably connected with on guide rail 71；Door
Plate top outer is fixed with buoyancy tank 73.The both sides of door-plate 72 are connected with multi-directional ball bearing 74；Door
Plate 72 passes through multi-directional ball bearing 74 sliding connection in guide rail 71.The both sides of door-plate 72
Have door-plate groove；It is provided with sealing ring in door-plate groove.Sealing ring is positioned at door-plate 72 and guide rail 71
Between.
From the figure 3, it may be seen that ball float cut-off equipment 5 includes being arranged on described Vatch basin structures 1
Swivel plate 51 on sidewall；It is hinged on sewage by hinge 54 in the middle part of swivel plate 51 to dam mouth 4
By side；One end of swivel plate 51 is provided with ball float 52, and the other end coordinates for the mouth 4 that dams with sewage
Keying plate 53.It is spacing that Vatch basin structures 1 sidewall above swivel plate 51 is provided with first
Bar 55 and the second gag lever post 56, be provided with between the first gag lever post 55 and the second gag lever post 56 and prop up
Strut 57；When opening and closing plate 53 and fully opening, open and close plate 53 and contact with the first gag lever post 55；
When open and close plate 53 completely sewage is dammed mouth 4 cover time, open and close plate 53 and the second gag lever post
56 contacts.Sewage is dammed completely mouth by the height at fixed weir 3 top higher than described keying plate 53
4 cover time described ball float 52 bottom height.
So that the floating thing in rainwater is easier to import in sewage conduct, this utility model is also
Being provided with tilting floating barrier, floating barrier 6 includes two frames being fixed in drainage pipeline
Frame and every slag baffle plate；One framework is installed in the sidewall of Vatch basin structures 1 (along sewage stream
The both sides in dynamic direction are sidewall) on；It is arranged on the sidewall of mouth 4 side of damming with sewage
Framework distance sewage dams the distance of mouth 4 more than being arranged on the side of mouth 4 offside that dams with sewage
Framework distance sewage on wall dams the distance of mouth 4；Even with the direction of drainage flow as vector
X-axis, floating barrier 6 is acute angle with the angle of X-axis；Vertical gathering sill it is provided with on framework；
Described can slide up and down to be arranged in the gathering sill of framework every slag baffle plate both sides, every slag baffle plate
For the platy structure swum on the water surface of hollow, every slag baffle plate with the direction of vertical flow direction
It is arranged in drainage pipeline.Every the platy structure swimming on the water surface that slag baffle plate is hollow, every
It is whole every the 1/2～2/3 of slag height of baffle plate that slag baffle plate swims in the height on the water surface, this
The purpose that sample is arranged is to have enough height when stopping scum silica frost；Every slag baffle plate and current stream
To direction be that certain inclination angle is arranged in Vatch basin, both sides can slide up and down to be connected to framework
In upper gathering sill, so arrange and can ensure that every slag baffle plate with the fixing upper and lower floating movement of track,
Quick in order to increase every slag barrier slides, guide pad is set in the translocation every slag baffle plate, guides
Block two ends are trapezoidal platy structure, it is possible to use multiple material is made, and are designed as trapezoidal
Structure is conducive to directly to slide in gathering sill every slag baffle plate when installing every slag baffle plate, is beneficial to peace
Dress maintenance.Can focusing on most scum silica frost interception one side later stage together.Guide pad
On be provided with rolling steel ball, the rolling steel ball on guide pad is distributed on three faces, be respectively with
Front, left surface and the right flank (face being connected with every slag baffle plate with guide pad of gathering sill contact
For the back side, the back side is front to opposite, and the left side in front is left surface, and right side is right flank)
On, such guide pad moves in gathering sill exactly in the way of rolling slip.Set on guide pad
Being equipped with the accommodating hole accommodating rolling steel ball, be provided with gland outside accommodating hole, gland is solid by bolt
Being scheduled on guide pad, gland is provided with the diameter through hole less than rolling steel ball diameter, rolling steel ball
End connects support spring, and is connected with the through hole on gland by supporting spring, supports bullet
Spring afterbody is fixed on accommodating hole bottom surface.Such setting can ensure that rolling steel ball always has one
Part is exposed through hole and is connected with gathering sill, it is possible to rotate.The setting of gland facilitates rolling steel
The installation of pearl is changed.By the effect of rolling steel ball, sliding friction is become rolling friction, reduce
Frictional force, adds the agility of slip.Additionally the upper end every slag baffle plate is further fixed on hanger,
Hanger arrange mesh ground be install every slag baffle plate time can with more convenient and quicker, also be beneficial to maintenance every
Slag baffle plate.This scum board 6 available horizontal grid is replaced.Wherein horizontal grate include framework,
Grille strip, cylinder bracket, the second hydraulic jack and rake teeth, the oil cylinder that level is fixed on framework
Support includes fixing end and movable end, between fixing end is vertically fixed on framework below, movable
Totally four, end, is vertically arranged on framework, and the upper and lower side of movable end is slidably connected with framework, and four
Connected by connecting rod between individual movable end.Second hydraulic jack horizontal symmetry is arranged at fixing end two
Side, the cylinder base of oil cylinder is fixed on fixing end, and piston rod is fixed on movable end, along with
The work of the second hydraulic jack, the alternative movable end of piston rod slides along framework level.Rake teeth is longitudinally
It is uniformly distributed on movable end, corresponding with grille strip.
By the operation principle schematic diagram of this patent shown in Fig. 4 to Fig. 6: during fine day,
Dry flow sewage in combined system pipeline flows in Vatch basin, due to the interception function of fixed weir, cuts
Dry flow sewage in stream well can only be discharged by sewage conduct, thus plays the dry flow sewage that dams
Effect；
During rainfall, the early-stage rainwater of early stage is dammed to sewage conduct together with dry flow sewage；
Along with rainfall strengthens, the water level in Vatch basin gradually rises, now, and floating of ball float cut-off equipment
Ball progressively closes off soil pipe under the effect of buoyancy, thus controls to enter the amount of rainfall of sewage conduct,
Later stage rainwater, by fixed weir overflow to downstream line or natural water, meanwhile, floats
Baffle plate lifts along with SEA LEVEL VARIATION, is intercepted in Vatch basin by floating thing, prevents from flowing into downstream
Pipeline or natural water.
When rainfall constantly continues, when water level in the level of tail water is increased beyond Vatch basin, waterpower is floated
Dynamic formula non-return weir gate rises with the rising of water level, and non-return weir gate top is consistently higher than the level of tail water,
Thus prevent pouring in down a chimney of downstream water.
It should be appreciated that the above, detailed description of the invention the most of the present utility model, but
Protection domain of the present utility model is not limited thereto, and any those of ordinary skill in the art exist
In technical scope disclosed by this utility model, the change that can readily occur in or replacement, all should contain
Cover within protection domain of the present utility model.
Claims (10)
1. the discharge of sewage is controlled and a debris retaining reverse-filling Vatch basin, including Vatch basin structures
(1)；The discharge outlet of described Vatch basin structures (1) connects natural water；Described Vatch basin
Fixed weir (3) it is provided with in structures (1)；The water inlet of described Vatch basin structures (1)
It is provided with sewage on Vatch basin structures (1) sidewall between mouth and described fixed weir (3)
Dam mouth (4)；It is characterized in that: described sewage mouth (4) place of damming is provided with and can control dirt
The cut-off equipment of discharge；Described sewage dams between mouth (4) and described fixed weir (3)
It is provided with retaining device；Described fixed weir (3) or the row of described Vatch basin structures (1)
Backward flowing preventing device it is provided with on the mouth of a river.
A kind of discharge of sewage the most according to claim 1 is controlled and debris retaining reverse-filling dams
Well, it is characterised in that: described backward flowing preventing device is the water being fixed on described fixed weir (3)
The floating type check valve of power (7)；Described hydraulic-floating check valve (7) includes being arranged at
Guide rail (71) on described fixed weir (3) sidewall；Described slide on rails is connected with
Door-plate (72)；Connect on described door-plate and have buoyancy tank (73).
A kind of discharge of sewage the most according to claim 1 is controlled and debris retaining reverse-filling dams
Well, it is characterised in that: described backward flowing preventing device is for being fixed in described Vatch basin structures (1)
Discharge outlet at hydraulic-floating check valve (7) on outer wall；Described hydraulic-floating is only
Return valve (7) to include being arranged at the limit being fixed in the outer wall covered at discharge outlet and by discharge outlet
Frame；Described scuncheon connects with discharge outlet；It it is hatch frame outside described frame；Described
Frame is respectively equipped with top board and base plate up and down；Guide rail (71) it is provided with at described hatch frame；
The door-plate (72) that hatch frame can be sealed it is slidably connected with on described guide rail (71)；
Described door-plate (72) top outer is fixed with buoyancy tank (73).
4. and debris retaining reverse-filling controlled according to a kind of discharge of sewage described in Claims 2 or 3 cuts
Stream well, it is characterised in that: the both sides of described door-plate (72) are connected with multi-directional ball bearing (74)；
Described door-plate (72) passes through multi-directional ball bearing (74) sliding connection in described guide rail (71)
In.
A kind of discharge of sewage the most according to claim 4 is controlled and debris retaining reverse-filling dams
Well, it is characterised in that: the both sides of described door-plate (72) have door-plate groove；In described door-plate groove
It is provided with sealing ring.
A kind of discharge of sewage the most according to claim 5 is controlled and debris retaining reverse-filling dams
Well, it is characterised in that: described sealing ring is positioned at described door-plate (72) and described guide rail (71)
Between.
A kind of discharge of sewage the most according to claim 1 is controlled and debris retaining reverse-filling dams
Well, it is characterised in that: described cut-off equipment is ball float cut-off equipment (5)；Described ball float dams
Device (5) includes the swivel plate (51) being arranged on described Vatch basin structures (1) sidewall；
Described swivel plate (51) middle part is hinged on described sewage and dams by mouth (4) side；Described rotation
One end of plate (51) is provided with ball float (52), and the other end is for dam what mouth (4) coordinated with sewage
Open and close plate (53).
A kind of discharge of sewage the most according to claim 7 is controlled and debris retaining reverse-filling dams
Well, it is characterised in that: the described Vatch basin structures (1) of described swivel plate (51) top
Sidewall is provided with the first gag lever post (55) and the second gag lever post (56)；When described keying plate (53)
When fully opening, described keying plate (53) contacts with described first gag lever post (55)；Work as institute
State keying plate (53) completely sewage is dammed mouth (4) cover time, described keying plate (53)
Contact with described second gag lever post (56).
A kind of discharge of sewage the most according to claim 1 is controlled and debris retaining reverse-filling dams
Well, it is characterised in that: described retaining device is floating barrier (6) or horizontal grate.
A kind of discharge of sewage the most according to claim 9 is controlled and debris retaining reverse-filling dams
Well, it is characterised in that: described floating barrier (6) or horizontal grate are perpendicular to described Vatch basin
The bottom surface, pond of structures (1) and be an inclination angle with the sidewall of described Vatch basin structures (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620328338.4U CN205577088U (en) | 2016-04-19 | 2016-04-19 | Discharge of sewage is controllable and block sediment and prevent flowing backward vatch basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620328338.4U CN205577088U (en) | 2016-04-19 | 2016-04-19 | Discharge of sewage is controllable and block sediment and prevent flowing backward vatch basin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205577088U true CN205577088U (en) | 2016-09-14 |
Family
ID=56862235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620328338.4U Expired - Fee Related CN205577088U (en) | 2016-04-19 | 2016-04-19 | Discharge of sewage is controllable and block sediment and prevent flowing backward vatch basin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205577088U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756179A (en) * | 2016-04-19 | 2016-07-13 | 武汉圣禹排水系统有限公司 | Debris-retaining and backflow-preventing intercepting well with sewage flow controllable |
-
2016
- 2016-04-19 CN CN201620328338.4U patent/CN205577088U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756179A (en) * | 2016-04-19 | 2016-07-13 | 武汉圣禹排水系统有限公司 | Debris-retaining and backflow-preventing intercepting well with sewage flow controllable |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160914 |
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| CF01 | Termination of patent right due to non-payment of annual fee |