CN207462735U - A kind of regeneration concrete detention tank - Google Patents
A kind of regeneration concrete detention tank Download PDFInfo
- Publication number
- CN207462735U CN207462735U CN201721513593.7U CN201721513593U CN207462735U CN 207462735 U CN207462735 U CN 207462735U CN 201721513593 U CN201721513593 U CN 201721513593U CN 207462735 U CN207462735 U CN 207462735U
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- CN
- China
- Prior art keywords
- pond
- sedimentation basin
- jetsam
- mud chamber
- basin ontology
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Abstract
The utility model discloses a kind of regeneration concrete detention tanks, its drip irrigation device includes sedimentation basin ontology, the bottom wall of the sedimentation basin ontology is obliquely installed, interconnected primary dcreening operation pond, jetsam pond are disposed with from eminence toward lower and terminate pond in the sedimentation basin ontology, the lower end for terminating pond is provided with mud chamber, the mud chamber is connected with the jetsam pond, and the side of the sedimentation basin ontology offers the door close of mud chamber described in closure or openness.The utility model has by being precipitated after concrete sewage to be passed through to the primary dcreening operation pond of sedimentation basin ontology, and then the particulate matter in sewage is enabled to be entered in mud chamber along inclined bottom wall again after precipitating, so as to avoid the particulate matter of the agitation precipitation when removing upper strata sewage；At the same time, inclined bottom wall by drive particulate matter rapid precipitation and sewage it is quick flow and stand, promote the treatment effeciency to concrete sewage.
Description
Technical field
The utility model is related to a kind of sedimentation basin, more specifically it is related to a kind of regeneration concrete detention tank.
Background technology
Sedimentation basin is a kind of equipment to purify water that suspended matter in water removal is removed using precipitation.In order to avoid to environment
It has adverse effect on, needs to carry out precipitation process using sedimentation basin to the sewage generated in concrete mixing plant.
Notification number is that the Chinese patent of CN202700156U discloses a kind of solidifying soil mixing station detention tank, the sedimentation basin
Including being sequentially connected and being formed by first stage precipitation tank, second-level settling pond and three-level sedimentation basin, the first stage precipitation tank, the two level are sunk
Between shallow lake pond and the three-level sedimentation basin by set sedimentation basin partition wall separate, the first stage precipitation tank bottom plate be ramp, institute
Sedimentation basin partition wall is stated equipped with gap, the three-level sinks setting in pond and recycles immersible pump.
But the sedimentation basin is only constantly precipitated upper liquid from level-one by the gap above multiple sedimentation basins
Pond flows to three-level sedimentation basin, then recycles the waste water Jing Guo precipitation process by the recycling immersible pump in three-level sedimentation basin, so as to
The duration when handling concrete sewage generates negative influence to the processing of concrete sewage, has much room for improvement.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of regeneration concrete settlements of sewage
Pond, the sedimentation basin have the effect being rapidly effectively treated to concrete sewage.
To achieve the above object, the utility model provides following technical solution：
A kind of regeneration concrete detention tank, including sedimentation basin ontology, the bottom wall of the sedimentation basin ontology is obliquely installed,
Interconnected primary dcreening operation pond, jetsam pond are disposed with from eminence toward lower and terminate pond, the end in the sedimentation basin ontology
Only the lower end in pond is provided with mud chamber, and the mud chamber is connected with the jetsam pond, and the side of the sedimentation basin ontology offers
The door close of mud chamber described in closure or openness.
By using above-mentioned technical proposal, precipitated after concrete sewage to be passed through to the primary dcreening operation pond of sedimentation basin ontology, in sewage
Particulate matter precipitation after will be entered in mud chamber along inclined bottom wall, so as to which agitation be avoided when removing upper strata sewage to sink
The particulate matter in shallow lake；At the same time, inclined bottom wall will drive the quick flowing of particulate matter rapid precipitation and sewage and quiet
It puts, promotes the treatment effeciency to concrete sewage.
The utility model is further arranged to：The door close includes " U "-shaped locating part and is opened in the precipitation
Plate is provided between the side wall of discharging window on the ontology of pond, the locating part and the sedimentation basin ontology, the plate exists
The discharging window is completely covered by when being inserted into the locating part.
By using above-mentioned technical proposal, discharging window can be opened after pulling up plate, and then be scavenger precipitation
Particulate matter provides a kind of mode easy to implement, reduces the difficulty of the indoor sediment of scavenger precipitation.
The utility model is further arranged to：Separate slot, the separate slot are provided between the mud chamber and the jetsam pond
Inside it is plugged with the demarcation strip for separating mud chamber and jetsam pond.
By using above-mentioned technical proposal, after demarcation strip is inserted into separate slot can precipitation and separation room and jetsam pond, so as to
The particulate matter precipitated in mud chamber can effectively be removed when not extracted to upper strata sewage, so as to be obviously improved
To the treatment effeciency of concrete sewage.
The utility model is further arranged to：Time solarization pond is provided between the primary dcreening operation pond and the jetsam pond, it is described first
Sieve pond and it is described time shine between pond and shine for described time pond plate is both provided between pond and the jetsam pond, the pond plate with it is described
Be formed between bottom wall for sediment by interval.
By using above-mentioned technical proposal, promoted after multistage filtering and concrete sewage is effectively treated, it is same with this
When, the particulate matter of precipitation will be gradually moved in mud chamber along bottom wall out of primary dcreening operation pond, so as to uniformly be collected and be removed,
It is obviously improved treatment effeciency of the sedimentation basin to concrete sewage.
The utility model is further arranged to：The upper end of the pond plate is plugged with filter screen, the top of the filter screen with
The top of the sedimentation basin ontology flushes.
By using above-mentioned technical proposal, filter screen plays the role of sewage of the filtering positioned at pond plate upper end simultaneously, and then
The sedimentation that sewage is avoided to flow and influence particulate matter between primary dcreening operation pond, secondary solarization pond and jetsam pond is played, so as to significantly
Promote treatment effeciency of the sedimentation basin to concrete sewage.
The utility model is further arranged to：The upper end of the filter screen is provided with water dog-ear.
By using above-mentioned technical proposal, positioned at going the sewage of water dog-ear upper end will be by removing water dog-ear and then quickly from first
Sieve pond flows into after being passed through time solarization pond in jetsam pond again, so as to promote the flowing velocity of top layer's minimum sewage containing particulate matter,
And then play the role of writing and promote treatment effeciency of the sedimentation basin to concrete sewage.
The utility model is further arranged to：The one end in the primary dcreening operation pond is tiltedly installed with directing plate, the directing plate
Upper end setting is fluted.
By using above-mentioned technical proposal, when noting concrete sewage to primary dcreening operation basin irrigation, water inlet pipe can be placed in groove
It is limited, sewage is spilt outside sedimentation basin so as to which water inlet pipe be avoided to be shaken in discharging water, plays the role of environmental protection.
The utility model is further arranged to：The lower end of the directing plate is provided with inclined surface towards the directing plate upper end
Baffle-wall.
By using above-mentioned technical proposal, along directing plate to the concrete sewage that primary dcreening operation pond is flowed via the barrier of baffle-wall
So as to play the role of avoiding impacting the particulate matter being deposited on bottom wall, so as to further promote the sedimentation basin to mixed
The treatment effeciency of solidifying soil sewage.
In conclusion the utility model has the advantages that：By the mud chamber that is connected with jetsam pond to precipitation
Particulate matter is collected, then is moved in separate slot and then separation jetsam pond and mud chamber by demarcation strip, so as to mixed
Solidifying soil sewage the particulate matter that precipitated in mud chamber can be cleared up while settlement treatment, so as to effectively be promoted to mixed
The treatment effeciency of solidifying soil sewage, and play the role of environmental protection.
Description of the drawings
Fig. 1 is the structure diagram of the present embodiment；
Fig. 2 is the configuration schematic diagram of the present embodiment；
Fig. 3 is the enlarged diagram of part A in Fig. 2；
Fig. 4 is the left view structural representation of the present embodiment；
Fig. 5 is the cross-sectional view in A-A directions in Fig. 4；
Fig. 6 is the enlarged structure schematic diagram of part B in Fig. 5.
Reference sign：1st, sedimentation basin ontology；11st, bottom wall；12nd, groove；13rd, directing plate；14th, baffle-wall；15th, pond plate；
151st, limit card slot；16th, filter screen；161st, water dog-ear is removed；2nd, primary dcreening operation pond；3rd, secondary solarization pond；4th, jetsam pond；5th, pond is terminated；51st, it inserts
Plate；511st, handle；52nd, discharge window；53rd, locating part；54th, mud chamber；6th, water unit；7th, demarcation strip；71st, separate slot.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
As shown in Figure 1, a kind of regeneration concrete detention tank, including sedimentation basin ontology 1 and inclined bottom wall 11.
On bottom wall 11 interconnected primary dcreening operation pond 2, secondary solarization pond 3 and jetsam pond 4 are disposed with toward low from high.In the one end in primary dcreening operation pond 2
It is provided with the directing plate 13 of guiding delivering concrete sewage into primary dcreening operation pond 2.The top setting fluted 12 of directing plate 13.And then
When to 2 concrete perfusion sewage of primary dcreening operation pond, it is placed in groove 12 and is limited for the water inlet pipe of sewage effluent, so as to
Play the role of that water inlet pipe is avoided to shake in discharging water and spill sewage outside sedimentation basin.
As shown in Figure 2 and Figure 3, it is located on the downside of the one end of jetsam pond 4 far from secondary solarization pond 3 in sedimentation basin ontology 1 and is provided with discharging
Window 52 is provided with " U "-shaped and opening up locating part 53 in the outside of discharging window 52 and is plugged on locating part 53
Interior plate 51.Can open discharging window 52 when lifting plate 51 upwards, so as to the particulate matter that is precipitated in sewage into
Row cleaning.In addition to this, it is connected in jetsam pond 4 far from time one end in solarization pond 3 and terminates pond 5, in the left side wall upper edge for terminating pond 5
There are three the water units 6 that outside water guide discharges water for vertical direction setting；It and then can be to end by the unit 6 that discharges water of different height
Only the particulate mass concentration in pond 5 in the sewage of different depth is measured.It should be noted that in primary dcreening operation pond adjacent successively
2nd, it is both provided with pond plate 15 between secondary solarization pond 3, jetsam pond 4 and termination pond 5.The upper end of pond plate 15 is plugged with top and sedimentation basin sheet
The filter screen 16 that 1 top of body flushes, so as to play the role of being obviously improved to concrete sewage filter efficiency.At the same time, exist
The top of filter screen 16 offers water dog-ear 161, so as to when terminating the liquid in pond 5 by the way that water unit 6 is gone to extract, be located at
The concrete sewage of the top will be flowed by removing water dog-ear 161 to pond 15 is terminated.
As shown in Fig. 3, Fig. 4, Fig. 5, in pond, the upper end of plate 15 is provided with for the limit card slot of plugged and fixed filter screen 16
151.At the same time, the difficulty for opening discharging window 52 is reduced by setting handle 511 on plate 51.
As shown in Fig. 3, Fig. 6, mud chamber 54 is formed in the lower end for terminating pond 5 and discharging window 52 is located at mud chamber 54
Side side.And then the particulate matter accumulated in mud chamber 54 can be cleared up after the window 52 that discharges is opened.It needs to carry
And inclined surface is provided in the junction of the lower end of directing plate 13 and bottom wall 11 towards the baffle-wall 14 of 13 upper end of directing plate,
And then it enables by the barrier of baffle-wall 14, to play along the concrete sewage that directing plate 13 is flowed into primary dcreening operation pond 2 and avoids flowing
The effect that sewage generates impact to the particulate matter being deposited on bottom wall and suspends further promotes the sedimentation basin to concrete dirt
The treatment effeciency of water.In addition to this, be formed between the lower end of pond plate 15 and bottom wall 11 for sediment by interval.So as to make
The particulate matter that must be precipitated gradually is moved to out of primary dcreening operation pond 2 in mud chamber 54 along bottom wall 11, and is finally uniformly removed, and is shown
It writes and promotes treatment effeciency of the sedimentation basin to concrete sewage.
As shown in Fig. 1, Fig. 3, Fig. 6, the upper end of mud chamber 54 is connected with jetsam pond 4, mud chamber 54 and jetsam pond 4 it
Between be provided with separate slot 71.Separate slot 71 is used for grafting demarcation strip 7.When demarcation strip 7 is inserted into separate slot 71, you can by mud chamber 54 with sinking
Material pond 4 separates, and then particulate matter while sedimentation basin ontology 1 handles concrete sewage to being precipitated in mud chamber 54
Matter carries out concentration cleaning, so as to promote treatment effeciency of the sedimentation basin ontology 1 to concrete sewage.
When in use, sewage is entered by water inlet pipe in primary dcreening operation pond 2, and the particulate matter precipitated downwards is with inclined bottom
Wall 11 is moved to mud chamber 54, the particulate matter in mud chamber 54 can be carried out after demarcation strip is inserted into separate slot 71 clear
Reason, so as to achieve the purpose that promote concrete sewage treatment effeciency.
The above is only the preferred embodiment of the present invention, and the scope of protection of the utility model is not limited only to
Above-described embodiment, as long as the technical solution belonged under the utility model thinking belongs to the scope of protection of the utility model.It should
It points out, for those skilled in the art, several modifications under the premise of the utility model principle is not departed from
And retouching, these modifications and retouching also should be regarded as the scope of protection of the utility model.
Claims (8)
1. a kind of regeneration concrete detention tank, including sedimentation basin ontology（1）, it is characterised in that：The sedimentation basin ontology（1）
Bottom wall（11）It is obliquely installed, the sedimentation basin ontology（1）It is interior that interconnected primary dcreening operation pond is disposed with from eminence toward lower
（2）, jetsam pond（4）With termination pond（5）, the termination pond（5）Lower end be provided with mud chamber（54）, the mud chamber（54）With
The jetsam pond（4）Connection, the sedimentation basin ontology（1）Side offer mud chamber described in closure or openness（54）Closure
Door.
2. a kind of regeneration concrete detention tank according to claim 1, it is characterised in that：The door close includes
The locating part of " u "-shaped（53）Be opened in the sedimentation basin ontology（1）On discharging window（52）, the locating part（53）With institute
State sedimentation basin ontology（1）Side wall between be provided with plate（51）, the plate（51）It is being inserted into the locating part（53）When interior
By the discharging window（52）It is completely covered by.
3. a kind of regeneration concrete detention tank according to claim 2, it is characterised in that：The mud chamber（54）With
The jetsam pond（4）Between be provided with separate slot（71）, the separate slot（71）It is inside plugged with and separates mud chamber（54）With jetsam pond（4）
Demarcation strip（7）.
4. a kind of regeneration concrete detention tank according to Claims 2 or 3, it is characterised in that：The primary dcreening operation pond（2）
With the jetsam pond（4）Between be provided with time and to shine pond（3）, the primary dcreening operation pond（2）Pond is shone with described time（3）Between and it is described time
Shine pond（3）With jetsam pond（4）Between be both provided with pond plate（15）, the pond plate（15）With the bottom wall（11）Between be formed with confession
Sediment by interval.
5. a kind of regeneration concrete detention tank according to claim 4, it is characterised in that：The pond plate（15）It is upper
End is plugged with filter screen（16）, the filter screen（16）Top and the sedimentation basin ontology（1）Top flush.
6. a kind of regeneration concrete detention tank according to claim 5, it is characterised in that：The filter screen（16）'s
Upper end is provided with water dog-ear（161）.
7. a kind of regeneration concrete detention tank according to claim 6, it is characterised in that：The primary dcreening operation pond（2）'s
One end is tiltedly installed with directing plate（13）, the directing plate（13）Upper end setting it is fluted（12）.
8. a kind of regeneration concrete detention tank according to claim 7, it is characterised in that：The directing plate（13）'s
Lower end is provided with inclined surface towards the directing plate（13）The baffle-wall of upper end（14）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721513593.7U CN207462735U (en) | 2017-11-11 | 2017-11-11 | A kind of regeneration concrete detention tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721513593.7U CN207462735U (en) | 2017-11-11 | 2017-11-11 | A kind of regeneration concrete detention tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207462735U true CN207462735U (en) | 2018-06-08 |
Family
ID=62260285
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721513593.7U Expired - Fee Related CN207462735U (en) | 2017-11-11 | 2017-11-11 | A kind of regeneration concrete detention tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207462735U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113354137A (en) * | 2021-05-18 | 2021-09-07 | 金华职业技术学院 | Phosphorus chemical industry product inspection is discharged and processing apparatus |
-
2017
- 2017-11-11 CN CN201721513593.7U patent/CN207462735U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113354137A (en) * | 2021-05-18 | 2021-09-07 | 金华职业技术学院 | Phosphorus chemical industry product inspection is discharged and processing apparatus |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180608 Termination date: 20181111 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |