CN201850632U - Interception-overflow coordinated control catch basin - Google Patents
Interception-overflow coordinated control catch basin Download PDFInfo
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- CN201850632U CN201850632U CN2010206198028U CN201020619802U CN201850632U CN 201850632 U CN201850632 U CN 201850632U CN 2010206198028 U CN2010206198028 U CN 2010206198028U CN 201020619802 U CN201020619802 U CN 201020619802U CN 201850632 U CN201850632 U CN 201850632U
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- overflow
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- catchpit
- catch basin
- interception
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Abstract
The utility model relates to an overflow type sewage catch basin in the field of environmental protection, in particular to an interception-overflow coordinated control catch basin which can utilize the level height to control the overflow volume. When raining lasts for a long time heavily, the sewage intercepting effect of the present catch basin is poor, rainwater with larger pollutants at the early stage and rainwater with smaller pollutants at the later stage can be overflowed to a water body after being mixed together, and the present catch basin does not play the role of sewage interception to the maximum degree although having the function of interception. The utility model aims at overcoming the defects in the prior art and discloses the catch basin which has reasonable and novel structure and can well realize interception of the pollutants. The interception-overflow coordinated control catch basin has the following characteristics: under the condition that the treatment and storage capabilities of a sewage treatment factory and the storage capabilities of the catch basin and a pipe network are not changed, drainage of the rainwater with higher pollutant content at the early stage can be reduced and the rainwater with lower pollutant content at the later stage can be overflowed so as to realize interception of the pollutants to the maximum degree.
Description
Technical field
The utility model relates to a kind of environmental protection field overflow-type sewage catchpit, relates in particular to a kind of damming-overflow interlock control catchpit by the liquid surface height controlling spillway discharge and the amount of damming.
Background technology
In existing urban sewage discharge system, usually there are three kinds of sewage network situations, combined system sewage network, segregation system sewage network and mixed flow system sewage network, the segregation system sewage network is generally adopted in the born city, and the combined system sewage network is still continued to use in mature city or old town.When drought flowed, the sewage of combined system sewage network all entered Wastewater Treatment Plant, but when raining, because the disposal ability of Wastewater Treatment Plant is limited, some combined sewage will enter water body, thereby influences water body environment.Catchpit commonly used now has three kinds of forms: great-jump-forward catchpit, weir formula catchpit and slot type catchpit.Great-jump-forward catchpit and slot type catchpit have a common shortcoming: when coming the water yield big, just overflow may occur when instantaneous, the effect that stops effluent stream is very undesirable.Though weir formula catchpit can overcome this shortcoming, but when big and duration of rainfall is longer when rainy, section dirty effect of weir formula catchpit is poor, its overflows to water body after can the rainwater that bigger rainwater of pollutant in early stage and later stage pollutant is less mixing, though played the effect of damming, do not played and cut dirty effect to greatest extent.
Along with the pay attention to day by day of the whole world to environmental protection, countries in the world, various places government continue to increase cut dirt, shunting and the transformation dynamics of the dirty interflow of town and country rain pipeline.Realize that the ideal of the dirty interflow of rain pipeline cuts dirt, shunting, just must reasonably transform, hold back the function of pollutant with the realization catchpit to greatest extent the structure of existing catchpit.
Summary of the invention
The purpose of the utility model is to overcome the deficiency of prior art, discloses a kind of rational in infrastructurely, can realize holding back the catchpit of the novel structure of pollutant well.
The utility model is to address the above problem the technical scheme of being taked to be:
A kind of damming-overflow interlock control catchpit, comprise, inner hollow and have a constant volume, profile is the well body of square or cuboid, at least 1 dirty mixed flow import of rain is a collecting fitting on the well body wall, the intercepting sewer of sewage dams, bleed off pipe, interior well body and reservoir is characterized in that bend pipe siphoning installation and ball device with floatage control device.
The pipeline of bend pipe siphoning installation is made up of drainage tube, plastic pipe and bend pipe, and the bottom of drainage tube is connected with bend pipe, and the right-hand member of plastic pipe is fixedlyed connected with bend pipe, bend pipe is installed on the interior well body, right-hand member inserts in the reservoir, and it is the semicircle elbow that bend pipe has a place, and another place is 90 degree elbows.
Ball device is made up of Taper Pipe and spheroid, and the left end of Taper Pipe is connected with intercepting sewer, and spheroid is positioned at Taper Pipe, and is coaxial with Taper Pipe, between both surfaces certain interval arranged, and the right-hand member of spheroid is fixedlyed connected with slide bar.
Drainage tube and collecting fitting have a gap between drainage tube and the plastic pipe on same axis, flexible in order to make valve opening, reduce the frictional force between valve and the plastic pipe, and the material of plastic pipe can be cast nylon with nylon or oil-containing.
Floatage control device is made up of slide bar, sliding sleeve, slide block, rocking bar, pull bar, lever, ball float and valve, the left end of slide bar is fixedlyed connected with spheroid, right-hand member and slide block are hinged, the centre is positioned at sliding sleeve, sliding sleeve is fixedlyed connected with the well body, rocking bar is a knee, union elbow place and well body are hinged, vertical end partly is positioned at slide block, the other end and pull bar are hinged, and the other end of pull bar and the middle and upper part of lever are hinged, and an end of lever is fixedlyed connected with ball float, the other end and well body are hinged, the middle and lower part mounted valve.
When drought stream or rainfall hour, the water surface is lower in the overflow well, ball float falls, and drives valve and falls, and makes valve closed gradually, at this moment, the gap location of valve between drainage tube and plastic pipe, in the valve closes process, the spillway discharge of bend pipe also reduces thereupon, with reach keep here the bigger sewage of pollutant or early stage rainwater, and the purpose of the less later stage rainwater of pollutant is fallen in overflow.
The water surface is lower in catchpit, ball float falls, the drive lever rotates counterclockwise, the lever pushing pull bar moves downward, pull bar promotes rocking bar and rotates counterclockwise, and rocking bar drives slide block and moves right, and slide block drives slide bar and moves right, slide bar drives spheroid and moves right, and the gap between spheroid and the Taper Pipe is strengthened.But because this moment, the water surface was lower, the pressure of the sewage of the mouth of pipe that dams is less, and flow velocity is less, and flow is certain.And when rainfall was big, the water surface raise gradually in the catchpit, and ball float lifts, and drove spheroid to left movement, and the gap between spheroid and the Taper Pipe reduces.But because this moment, the water surface was higher, the pressure of the sewage of the mouth of pipe that dams is bigger, and flow velocity is bigger, and flow is also certain.If the size of each member in the floatage control device is rationally determined, just can be made the distance of cone move left and right corresponding, thereby make the amount of damming of intercepting sewer constant with water surface elevation.
Because the lifting of the water surface drives the lifting of ball float, ball float lifting meeting drives the motion of spheroid and valve simultaneously, and the time of control amount of damming and overflow and size are so be referred to as to dam-overflow interlock control catchpit.
The utility model has the advantages that:
Solved under the constant situation of the processing of existing Wastewater Treatment Plant, storage capacity and catchpit, pipe network storage capacity, reduced the discharging of the higher early-stage rainwater of pollutant load, and allowed the lower later stage stormwater overflow of pollutant, realized the maximization that pollutant dams.
Description of drawings
Fig. 1 is the front view of the utility model embodiment;
Fig. 2 is the vertical view of the utility model embodiment;
Fig. 3 is the left view of the utility model embodiment;
Fig. 4 is the left view of the utility model embodiment water level when higher.
The specific embodiment
Embodiment describes in further detail the utility model below in conjunction with accompanying drawing.
This practicality is a kind of damming-overflow interlock control catchpit with new embodiment, comprise, inner hollow and have a constant volume, profile is the well body 1 of square or cuboid, at least 1 dirty mixed flow import of rain is a collecting fitting 2 on the well body wall, the intercepting sewer 3 of sewage dams, bleed off pipe 9, interior well body 11 and reservoir 12; It is characterized in that bend pipe siphoning installation and ball device with floatage control device.
The pipeline of bend pipe siphoning installation is made up of drainage tube 4, plastic pipe 10 and bend pipe 8, the bottom of drainage tube 4 is connected with bend pipe 8, the right-hand member of plastic pipe 10 is fixedlyed connected with bend pipe 8, bend pipe 8 is installed on the interior well body 11, right-hand member inserts in the reservoir 12, it is the semicircle elbow that bend pipe 8 has a place, and another place is 90 degree elbows.
Ball device is made up of Taper Pipe 13 and spheroid 14, and the left end of Taper Pipe 13 is connected with intercepting sewer 3, and spheroid 14 is positioned at Taper Pipe 13, and is coaxial with Taper Pipe 13, between both surfaces certain interval arranged, and the right-hand member of spheroid 14 is fixedlyed connected with slide bar 15.
Between drainage tube 4 and the plastic pipe 10 gap is arranged, drainage tube 4 and collecting fitting 2 are on same axis, and the material of plastic pipe 10 is a nylon.
Floatage control device is made up of slide bar 15, sliding sleeve 16, slide block 17, rocking bar 18, pull bar 19, lever 6, ball float 7 and valve 5, the left end of slide bar 15 is fixedlyed connected with spheroid 14, right-hand member and slide block 17 are hinged, the centre is positioned at sliding sleeve 16, sliding sleeve 16 is fixedlyed connected with well body 1, rocking bar 18 is knees, union elbow place and well body 1 are hinged, vertical end partly is positioned at slide block 17, the other end and pull bar 19 are hinged, and the middle and upper part of the other end of pull bar 19 and lever 6 is hinged, and an end of lever 6 is fixedlyed connected with ball float 7, the other end and well body 1 are hinged, middle and lower part mounted valve 5.
At ordinary times, sewage is that collecting fitting 2 flows into catchpit 1 through sewer from the dirty mixed flow import of rain, and the sewage outfall from catchpit 1 is that throttle pipe 3 flows into the pipeline that dams again.When raining, the dirty mixing water of rain flows into catchpit by drain pipe from the dirty mixed flow import of rain equally, when the mixing water in the catchpit exceeds sewage outfall, intercepting sewer 3 is in the flowing full state, when water level continued to raise, ball float 7 can float, and drove valve 5 and lifted, in water level is higher than the semicircle elbow of bend pipe 8 during the soffit height, appointing so not can overflow, when water level continues the one section height that rises, when this section height surpasses bend pipe 8 and inserts the following height value of reservoirs 12 liquid levels, the beginning overflow, this moment, the later stage rainwater spilt into water body, and when water level descended gradually, ball float 7 also descended, driving valve 5 descends gradually, spillway discharge reduces, and during the soffit height, the siphon overflow occurs in water level is lower than the semicircle elbow of bend pipe 8, in being lower than 90 degree elbows of bend pipe 8, water level during upper level, stops overflow.
Claims (7)
1. one kind dams-overflow interlock control catchpit, comprise, inner hollow and have a constant volume, profile is the well body (1) of square or cuboid, at least 1 dirty mixed flow import of rain is collecting fitting (2) on the well body wall, the intercepting sewer (3) of sewage dams, bleed off pipe (9), interior well body (11) and reservoir (12); It is characterized in that bend pipe siphoning installation and ball device with floatage control device.
2. according to claim 1 damming-overflow interlock control catchpit, the pipeline that it is characterized in that the bend pipe siphoning installation is made up of drainage tube (4), plastic pipe (10) and bend pipe (8), the bottom of drainage tube (4) is connected with bend pipe (8), the right-hand member of plastic pipe (10) is fixedlyed connected with bend pipe (8), bend pipe (8) is installed on the interior well body (11), right-hand member inserts in the reservoir (12), and it is the semicircle elbow that bend pipe (8) has a place, and another place is 90 degree elbows.
3. according to claim 1 damming-overflow interlock control catchpit, it is characterized in that ball device is made up of Taper Pipe (13) and spheroid (14), the left end of Taper Pipe (13) is connected with intercepting sewer (3), spheroid (14) is positioned at Taper Pipe (13), coaxial with Taper Pipe (13), between both surfaces certain interval is arranged, the right-hand member of spheroid (14) is fixedlyed connected with slide bar (15).
4. according to claim 2 damming-overflow interlock control catchpit, it is characterized in that between drainage tube (4) and the plastic pipe (10) gap being arranged.
5. according to claim 1 and 2 damming-overflow interlock control catchpit, it is characterized in that drainage tube (4) and collecting fitting (2) are on same axis.
6. according to claim 1 damming-overflow interlock control catchpit, it is characterized in that floatage control device is by slide bar (15), sliding sleeve (16), slide block (17), rocking bar (18), pull bar (19), lever (6), ball float (7) and valve (5) are formed, the left end of slide bar (15) is fixedlyed connected with spheroid (14), right-hand member and slide block (17) are hinged, the centre is positioned at sliding sleeve (16), sliding sleeve (16) is fixedlyed connected with well body (1), rocking bar (18) is a knee, union elbow place and well body (1) are hinged, vertical end partly is positioned at slide block (17), the other end and pull bar (19) are hinged, the middle and upper part of the other end of pull bar (19) and lever (6) is hinged, one end of lever (6) is fixedlyed connected with ball float (7), and the other end and well body (1) are hinged, middle and lower part mounted valve (5).
7. according to claim 2 damming-overflow interlock control catchpit, it is characterized in that the material of plastic pipe (10) is a nylon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206198028U CN201850632U (en) | 2010-11-23 | 2010-11-23 | Interception-overflow coordinated control catch basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206198028U CN201850632U (en) | 2010-11-23 | 2010-11-23 | Interception-overflow coordinated control catch basin |
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| Publication Number | Publication Date |
|---|---|
| CN201850632U true CN201850632U (en) | 2011-06-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206198028U Expired - Fee Related CN201850632U (en) | 2010-11-23 | 2010-11-23 | Interception-overflow coordinated control catch basin |
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| CN (1) | CN201850632U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061404A (en) * | 2013-01-28 | 2013-04-24 | 戴文平 | Drainage device of rainwater separating, regulating and storing system |
| CN104047353A (en) * | 2014-06-11 | 2014-09-17 | 深圳天澄科工水系统工程有限公司 | Membrane separation technology-based rainwater sewage interception device and method |
| CN107288205A (en) * | 2017-07-31 | 2017-10-24 | 中冶华天工程技术有限公司 | Rain dirt terminal shunting self-con-tained unit |
| CN108560683A (en) * | 2018-01-23 | 2018-09-21 | 南昌大学 | A kind of inspection shaft for rain sewage diversion |
-
2010
- 2010-11-23 CN CN2010206198028U patent/CN201850632U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103061404A (en) * | 2013-01-28 | 2013-04-24 | 戴文平 | Drainage device of rainwater separating, regulating and storing system |
| CN103061404B (en) * | 2013-01-28 | 2014-04-09 | 戴文平 | Drainage device of rainwater separating, regulating and storing system |
| CN104047353A (en) * | 2014-06-11 | 2014-09-17 | 深圳天澄科工水系统工程有限公司 | Membrane separation technology-based rainwater sewage interception device and method |
| CN107288205A (en) * | 2017-07-31 | 2017-10-24 | 中冶华天工程技术有限公司 | Rain dirt terminal shunting self-con-tained unit |
| CN107288205B (en) * | 2017-07-31 | 2023-06-16 | 中冶华天工程技术有限公司 | Rain and sewage terminal split-flow automatic control device |
| CN108560683A (en) * | 2018-01-23 | 2018-09-21 | 南昌大学 | A kind of inspection shaft for rain sewage diversion |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110601 Termination date: 20131123 |