CN105544713B - Vatch basin with check function - Google Patents
Vatch basin with check function Download PDFInfo
- Publication number
- CN105544713B CN105544713B CN201610088961.1A CN201610088961A CN105544713B CN 105544713 B CN105544713 B CN 105544713B CN 201610088961 A CN201610088961 A CN 201610088961A CN 105544713 B CN105544713 B CN 105544713B
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- CN
- China
- Prior art keywords
- plate
- gate
- outlet pipe
- weir gate
- abandoned stream
- 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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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
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F7/00—Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
- E03F7/02—Shut-off devices
- E03F7/04—Valves for preventing return flow
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F2201/00—Details, devices or methods not otherwise provided for
- E03F2201/10—Dividing the first rain flush out of the stormwater flow
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Barrages (AREA)
Abstract
The invention discloses a kind of Vatch basin with check function.It includes well body, the well body the first side wall is provided with water inlet pipe, second sidewall is provided with the abandoned stream mouth that the sidewall bottom of outlet pipe the 3rd opens up connection abandoned stream pipe, ball float cut-off equipment is provided with the abandoned stream mouth, fixed weir gate is provided with the well body at the outlet pipe mouth of pipe, the fixed weir gate is provided with floating box type weir gate close to a side roof part of outlet pipe.The present invention is controlled using the mode of ball float cut-off equipment, fixed weir gate and the combination of floating box type weir gate, just rain is realized to dam to sewage treatment plant, later stage rainwater does not enter sewage treatment plant, the function that can be discharged with big flow during heavy showers, while can play the function that anti-natural water pours in down a chimney.
Description
Technical field
The invention belongs to drainage pipeline networks technical field, and in particular to a kind of Vatch basin with check function.
Background technology
After early-stage rainwater washes away air and earth's surface, substantial amounts of poisonous and harmful substance is carried.Shown by investigation：Early-stage rainwater
The poisonous and harmful substance of middle carrying is more more than sanitary sewage.If early-stage rainwater is directly discharged into river, lake, the serious pollution of meeting
Water environment, so, early-stage rainwater need to be handled.At present, typically using simple Vatch basin system by first rain dam to
Sewage conduct, deliver to sewage treatment plant and carry out purified treatment, and the rainwater pollution lesser extent in rainfall later stage is directly discharged into nature
Water body, but later stage rainwater can still enter sewage conduct, waste of resource.
The content of the invention
The purpose of the present invention is exactly insufficient existing for above-mentioned background technology in order to solve, there is provided a kind of cutting with check function
Flow well.
The technical solution adopted by the present invention is：A kind of Vatch basin with check function, including well body, the side of well body first
Wall is provided with water inlet pipe, second sidewall is provided with outlet pipe, the 3rd sidewall bottom opens up the abandoned stream mouth for connecting abandoned stream pipe, described to abandon
Ball float cut-off equipment is provided with head piece, fixed weir gate is provided with the outlet pipe mouth of pipe in the well body, the fixed weir gate leans on
One side roof part of nearly outlet pipe is provided with floating box type weir gate.
Further, the ball float cut-off equipment includes the swivel plate being arranged in the side wall of well body the 3rd, the swivel plate
Middle part is hinged on by abandoned stream mouth side, and one end of the swivel plate is provided with ball float, and the other end is the keying plate coordinated with abandoned stream mouth.
Further, the side wall of well body the 3rd above the swivel plate is provided with the first gag lever post and the second gag lever post, when
When keying plate fully opens, the keying plate contacts with the first gag lever post, described to open when keying plate completely covers abandoned stream mouth
Closing plate contacts with the second gag lever post.
Further, ball float bottom when the height of the fixed weir header completely covers abandoned stream mouth higher than keying plate
Highly, the height of fixed weir header is less than the height at the top of outlet pipe, top when the floating box type weir gate is in vertical state
Height higher than the height at the top of outlet pipe.
Further, the floating box type weir gate includes gate flap, casing and support, and it is close that the support is fixed on fixed weir gate
One side roof part of outlet pipe, the gate flap are hinged with support by rotating shaft, plate of the casing with gate flap towards outlet pipe side
Face is fixedly connected, and sealing strip is provided between the gate flap edge and fixed weir header.
Further, the gate flap is square platy structure.
Further, the casing is enclosed construction, and the distance of casing distance of centre of gravity rotating shaft pivot is remote less than casing
From rotating shaft solstics away from 1/2 with a distance from rotating shaft pivot.
Further, the gate flap bottom is fixed with supporting plate, and the supporting plate is hinged with support by rotating shaft.
Further, the support and supporting plate are equipped with multiple, and multiple supports pass through multiple supporting plates and gate flap respectively
It is be hinged.
Further, the sealing strip both sides are fixed by pressing plate and gate flap edge and fixed weir header connect respectively
Connect.
The present invention is controlled using the mode of ball float cut-off equipment, fixed weir gate and the combination of floating box type weir gate, is realized just
Rain dams to sewage treatment plant, and later stage rainwater does not enter sewage treatment plant, the function that can be discharged with big flow during heavy showers.
The present invention has reverse-filling function：When the water level of natural water is higher than the water level in Vatch basin and natural water
When water level is higher than the height of fixed weir gate, floating box type weir gate can play a part of reverse-filling.
Brief description of the drawings
Fig. 1 is in the schematic diagram of horizontality for ball float cut-off equipment of the present invention unlatching, floating box type weir gate；
Fig. 2 is in the schematic diagram of vertical state for ball float cut-off equipment of the present invention closing, floating box type weir gate；
Fig. 3 is the top view of the present invention；
Fig. 4 is the structural representation of ball float cut-off equipment of the present invention；
Fig. 5 is the structural representation of floating box type weir gate of the present invention.
In figure：1- well bodies, 2- water inlet pipes, 3- outlet pipes, 4- abandoned streams mouth, (51- swivel plates, 52- are floated 5- ball floats cut-off equipment
Ball, 53- open and close plate, 54- hinges, the gag lever posts of 55- first, the gag lever posts of 56- second, 57- support bars), 6- fix weir gate；7- buoyancy tanks
Formula weir gate (71- gate flaves, 72- casings, 73- supporting plates, 74- supports, 75- rotating shafts, 76- sealing strips, 77- pressing plates), 8- abandoned stream pipes.
Embodiment
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings, is easy to that this hair is well understood
It is bright, but they do not form to the present invention and limited.
As Figure 1-3, the present invention includes well body 1, and the first side wall of well body 1 is provided with water inlet pipe 2, second sidewall
The abandoned stream mouth 4 of connection abandoned stream pipe is opened up provided with outlet pipe 3, the 3rd sidewall bottom, ball float cut-off equipment is provided with the abandoned stream mouth 4
5, fixed weir gate 6 is provided with the well body 1 at the mouth of pipe of outlet pipe 3, the fixed weir gate 6 pushes up close to the side of outlet pipe 3
Portion is provided with floating box type weir gate 7.
In such scheme, with reference to shown in Fig. 4, ball float cut-off equipment 5 includes the swivel plate being arranged in the side wall of well body 1 the 3rd
51, the middle part of the swivel plate 51 is hinged on by the side of abandoned stream mouth 4 by hinge 54, one end of the swivel plate 51 be provided with ball float 52,
The other end is the keying plate 53 coordinated with abandoned stream mouth 4.The side wall of well body 1 the 3rd of the top of swivel plate 51 is provided with the first gag lever post 55
With the second gag lever post 56, support bar 57 is provided between the first gag lever post 55 and the second gag lever post 56, is fully opened when opening and closing plate 53
When, the keying plate 53 contacts with the first gag lever post 55, when keying plate 53 completely covers abandoned stream mouth 4, the keying plate 53
Contacted with the second gag lever post 54.The top that pin joint between swivel plate 51 and well body side wall is in by the side of abandoned stream mouth 4.Fixed weir gate
The height h2 at 6 tops is higher than the height h1 for opening and closing the bottom of ball float 52 when plate 53 completely covers abandoned stream mouth 4, the fixed top of weir gate 6
Height h2 less than the top of outlet pipe 3 height h4, when the floating box type weir gate 7 is in vertical state at the top of height h3 be higher than
The height h4 at the top of outlet pipe 3.
In such scheme, with reference to shown in Fig. 5, floating box type weir gate 7 includes gate flap 71, casing 72 and support 74, the support
74 are fixed on a side roof part of the fixed weir gate 6 close to outlet pipe 3, and the gate flap 71 is be hinged by rotating shaft 75 with support 74, described
Casing 72 is fixedly connected with gate flap 71 towards the plate face of the side of outlet pipe 3, between the edge of gate flap 71 and the fixed top of weir gate 6
Provided with sealing strip 76.Sealed between the both sides of gate flap 71 and well body two side also by sealing strip.Gate flap 71 is square tabular
Structure.Casing 72 is enclosed construction, and the distance of the pivot of 72 distance of centre of gravity rotating shaft of casing 75 is less than casing 72 away from rotating shaft 75
Solstics away from the pivot distance of rotating shaft 75 1/2, casing 72 is designed to suitable mechanical structure, and more convenient casing floats.
The bottom of gate flap 71 is fixed with supporting plate 73, and the supporting plate 73 is be hinged by rotating shaft 75 with support 74.Support 74 and supporting plate 73
It is equipped with multiple, multiple supports 74 are be hinged by multiple supporting plates 73 and gate flap 71 respectively.The both sides of sealing strip 76 pass through pressure respectively
Plate 77 is fixedly connected with the edge of gate flap 71 and the fixed top of weir gate 6.
The operation principle of floating box type weir gate 7 is：When natural water water level is higher, casing 72 is suspended on natural water, with
The water level rise of natural water, casing 72 float, and drive gate flap 71 to be rotated towards water inlet pipe side.According to the height of water level, door
Leaf 71 can be opened at different angles, and maintain opening angle constant, and when water level is increased to certain altitude, casing 72 is in water
It is fully rotating under body pressure, gate flap is in vertical state, so as to prevent natural water from pouring in down a chimney.When natural water water level decreasing
When, gate flap 71 rotates towards delivery port side, until being in horizontality.
During dry season, floating box type weir gate 7 is in horizontality under gravity, and ball float cut-off equipment 5 senses water level certainly
Dynamic control aperture, when the liquid level of Vatch basin is higher, for this device aperture with regard to smaller, sewage is directly dammed flows to dirt to abandoned stream pipe 8
Water treatment plant.
When heavy showers occurs, water level rises in Vatch basin well, and ball float cut-off equipment 5 is slowly closed, and is closed most when reaching
During high water level, ball float cut-off equipment 5 completely closes, and the liquid level of Vatch basin continues to rise, when the height for rising to fixed weir gate 6
When, later stage rainwater covers floating box type weir gate 7 and is discharged into natural water by outlet pipe 3.
When rainfall terminates, water level is gradually reduced in Vatch basin well, and ball float cut-off equipment 5 is slowly opened, until fully opening.
When the water level of natural water is higher than the water level of the liquid level in Vatch basin and natural water higher than the height for fixing weir gate 6
When spending, the casing 72 of floating box type weir gate 7 rotates under water body effect, drives gate flap 71 slowly to rotate to an angle, so as to prevent
Natural water pours in down a chimney.
The content not being described in detail in this specification belongs to prior art known to professional and technical personnel in the field.
Claims (9)
1. a kind of Vatch basin with check function, including well body (1), well body (1) the first side wall be provided with water inlet pipe (2),
Second sidewall is provided with outlet pipe (3), the 3rd sidewall bottom opens up the abandoned stream mouth (4) for connecting abandoned stream pipe, it is characterised in that：It is described
Abandoned stream mouth (4) place is provided with ball float cut-off equipment (5), and fixed weir gate (6) is provided with the outlet pipe mouth of pipe in the well body (1),
The fixed weir gate (6) is provided with floating box type weir gate (7) close to a side roof part of outlet pipe；The floating box type weir gate (7) includes door
Leaf (71), casing (72) and support (74), the support (74) are fixed on a side roof part of the fixed weir gate (6) close to outlet pipe,
The gate flap (71) and support (74) are be hinged by rotating shaft (75), and the casing (72) and gate flap (71) are towards outlet pipe side
Plate face is fixedly connected, and sealing strip (76) is provided between gate flap (71) edge and fixed weir gate (6) top.
2. the Vatch basin according to claim 1 with check function, it is characterised in that：Ball float cut-off equipment (5) bag
The swivel plate (51) being arranged in the side wall of well body the 3rd is included, is hinged in the middle part of the swivel plate (51) by abandoned stream mouth (4) side, it is described
One end of swivel plate (51) is provided with ball float (52), the other end is the keying plate (53) coordinated with abandoned stream mouth.
3. the Vatch basin according to claim 2 with check function, it is characterised in that：Well above the swivel plate (51)
The side wall of body the 3rd is provided with the first gag lever post (55) and the second gag lever post (56), described to open when keying plate (53) fully opens
Closing plate (53) contacts with the first gag lever post (55), when open and close plate (53) abandoned stream mouth cover completely when, it is described keying plate (53) and
Second gag lever post (56) contacts.
4. the Vatch basin according to claim 2 with check function, it is characterised in that：The height of the fixed weir header
Higher than the height for opening and closing ball float bottom when plate completely covers abandoned stream mouth, the height of fixed weir header is less than at the top of outlet pipe
Highly, the height at the top of when the floating box type weir gate is in vertical state is higher than the height at the top of outlet pipe.
5. the Vatch basin according to claim 1 with check function, it is characterised in that：The gate flap (71) is square tabular
Structure.
6. the Vatch basin according to claim 1 with check function, it is characterised in that：The casing (72) is closed knot
Structure, the distance of casing distance of centre of gravity rotating shaft pivot are less than 1/ of solstics of the casing away from rotating shaft away from rotating shaft pivot distance
2。
7. the Vatch basin according to claim 1 with check function, it is characterised in that：Gate flap (71) bottom is fixed with
Supporting plate (73), the supporting plate (73) are hinged with support (74) by rotating shaft.
8. the Vatch basin according to claim 7 with check function, it is characterised in that：The support (74) and supporting plate
(73) it is equipped with multiple, multiple supports (74) are be hinged by multiple supporting plates (73) and gate flap (71) respectively.
9. the Vatch basin according to claim 1 with check function, it is characterised in that：Sealing strip (76) the both sides difference
By pressing plate (77) with being fixedly connected at the top of gate flap (71) edge and fixed weir gate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088961.1A CN105544713B (en) | 2016-02-17 | 2016-02-17 | Vatch basin with check function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088961.1A CN105544713B (en) | 2016-02-17 | 2016-02-17 | Vatch basin with check function |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105544713A CN105544713A (en) | 2016-05-04 |
| CN105544713B true CN105544713B (en) | 2018-01-02 |
Family
ID=55824230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088961.1A Active CN105544713B (en) | 2016-02-17 | 2016-02-17 | Vatch basin with check function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105544713B (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105972300A (en) * | 2016-06-24 | 2016-09-28 | 戴文平 | Adjustable flow-limiting valve with single door in same direction |
| CN106677316B (en) * | 2017-03-14 | 2023-07-21 | 重庆大学 | Tipping bucket type initial rainwater discarding device |
| CN107558602A (en) * | 2017-09-30 | 2018-01-09 | 武汉圣禹排水系统有限公司 | Weir gate stopping means, the Vatch basin and weir gate for being provided with the stopping means |
| CN107630498B (en) * | 2017-10-27 | 2019-04-26 | 武汉圣禹排水系统有限公司 | Multi-functional shunting well and control method |
| CN109723137A (en) * | 2019-02-01 | 2019-05-07 | 北京清源华建环境科技有限公司 | A kind of floating type adjustable weir gate |
| CN110761391A (en) * | 2019-11-27 | 2020-02-07 | 汩鸿（上海）环保工程设备有限公司 | Fish belly type adjustable weir |
| CN113152637A (en) * | 2021-04-13 | 2021-07-23 | 浦华环保有限公司 | Integrated automatic intercepting well and intercepting method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205444424U (en) * | 2016-02-17 | 2016-08-10 | 武汉圣禹排水系统有限公司 | Take vatch basin of non return function |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4445168B2 (en) * | 2001-09-14 | 2010-04-07 | アロン化成株式会社 | Rainwater infiltration system |
| WO2006013634A1 (en) * | 2004-08-02 | 2006-02-09 | Tokyo Metropolitan Government | Vortex flow type water surface control device for drainage system |
| CN2905896Y (en) * | 2006-05-24 | 2007-05-30 | 江苏润源水务设备有限公司 | Float box type automatic gate |
| CN103850328B (en) * | 2014-02-21 | 2015-06-17 | 武汉圣禹排水系统有限公司 | Hydraulic self control flow converging pipe network flow cut-off control well |
| CN204919764U (en) * | 2015-07-21 | 2015-12-30 | 汩鸿（上海）环保工程设备有限公司 | Flood gate |
-
2016
- 2016-02-17 CN CN201610088961.1A patent/CN105544713B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205444424U (en) * | 2016-02-17 | 2016-08-10 | 武汉圣禹排水系统有限公司 | Take vatch basin of non return function |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105544713A (en) | 2016-05-04 |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: No. 509 Weihu Road, Shamao Street, Hannan District, Wuhan City, Hubei Province, 430090 Patentee after: Wuhan Shengyu Smart Ecological Environmental Protection Co.,Ltd. Address before: 430056 zhuanyang science and Technology Industrial Park, Wuhan Economic and Technological Development Zone, Wuhan City, Hubei Province Patentee before: WUHAN SHENGYU DRAINAGE SYSTEM Co.,Ltd. |
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| CP03 | Change of name, title or address |