CN209392791U - Sedimentation basin - Google Patents
Sedimentation basin Download PDFInfo
- Publication number
- CN209392791U CN209392791U CN201822081172.2U CN201822081172U CN209392791U CN 209392791 U CN209392791 U CN 209392791U CN 201822081172 U CN201822081172 U CN 201822081172U CN 209392791 U CN209392791 U CN 209392791U
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- China
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- pond body
- water outlet
- effluent weir
- support frame
- hydrospace
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Abstract
The utility model relates to a kind of sedimentation basins, comprising: the top two sides of pond body, pond body are respectively equipped with inlet and outlet；Support frame, be set to pond body in, support frame towards water outlet side and pond body inner sidewall between be enclosed hydrospace；Filler module is set on support frame；Effluent weir, between opposite two inner sidewalls of support frame, effluent weir is higher than water outlet or effluent weir and water outlet flush, it crosses hydrospace and is connected to water outlet and effluent weir, sewage flowed into hydrospace through effluent weir after the purification of filler module upwards after water inlet enters pond body, flowed out to the outside of pond body through water outlet then up.Certain storage buffer function can be played due to crossing hydrospace, purified sewage can be entered in hydrospace after effluent weir and temporarily be stored, purified sewage can not be discharged in time after effluent weir flows out when so as to avoid water outlet from blocking, and then guarantee effluent weir to the normal control of the intracorporal water level regulation in pond.
Description
Technical field
The utility model relates to technical field of sewage treatment equipment more particularly to a kind of sedimentation basins.
Background technique
The effluent weir and water outlet of traditional sedimentation basin generally use the set-up mode of disjunctor, specifically, by being discharged
The stream end setting that goes out on weir forms the water outlet being connected with effluent weir through the perforated pipe of pond body, due to the setting side of this disjunctor
Water outlet is limited to the stream end out of effluent weir by formula, when water outlet blocks, so that purified sewage is through being discharged weir flow
It can not be discharged in time by water outlet after out, to cause effluent weir that can not carry out normal regulating to the intracorporal water level in pond.
Utility model content
Based on this, it is necessary to which providing one kind can be avoided purified sewage nothing after effluent weir flows out when water outlet blocking
The sedimentation basin that method is discharged in time.
A kind of sedimentation basin, comprising:
Pond body, for accommodating sewage, the top two sides of the pond body are respectively equipped with inlet and outlet；
Support frame, is set in the pond body, and support frame as described above is towards the side of the water outlet and the inside of the pond body
Hydrospace was enclosed between wall；
Filler module is set on support frame as described above；And
Effluent weir between opposite two inner sidewalls of support frame as described above, and is located at the top of the filler module, described
Effluent weir is higher than the water outlet or the effluent weir and the water outlet flush, it is described cross hydrospace be connected to it is described go out
The mouth of a river and the effluent weir, the sewage pass through after filler module purification upwards after the water inlet enters the pond body
The effluent weir inflow is described to cross hydrospace, flows out to the outside of the pond body through the water outlet then up.
The relative altitude between the water outlet and the effluent weir is adjustable in one of the embodiments,.
The inner sidewall that the pond body is equipped with the water inlet in one of the embodiments, is equipped with inclined surface, described to incline
Inclined-plane is tilted down from the water inlet to the direction of the water outlet, and the inclined surface is used to for the sewage being guided to described
The bottom of pond body is evenly distributed.
Support frame as described above is equipped with through-hole, the through-hole towards the side for crossing hydrospace in one of the embodiments,
It is connected to hydrospace and the effluent weir excessively, the purified sewage is through described in the effluent weir, through-hole inflow
Hydrospace is crossed, flows out to the outside of the pond body through the water outlet then up.
Support frame as described above includes bracket and two platform slings in one of the embodiments, is hung described in the bracket and two
Plate is connect with the inner sidewall of the pond body, and two platform slings are set to the two sides of the bracket, and the filler module is set to
On the bracket, and it is located between two platform slings, the effluent weir is set between two platform slings, relatively close described
The hydrospace excessively is enclosed between the platform sling of water outlet side and the inner sidewall of the pond body.
It in one of the embodiments, further include partition, the partition is crossed in hydrospace set on described, the partition and institute
Support frame is stated towards being equipped with the first space for being connected to the effluent weir between the side of the water outlet, the partition with it is described
The second space being connected to the water outlet is equipped between the inner sidewall of pond body, first space and the second space are common
The hydrospace excessively is formed, and is equipped with water passage between the bottom and support frame as described above of the partition, the water passage connects
Pass through first space and the second space, the purified sewage is through the effluent weir, first space, described
Water passage flows into the second space, flows out to the outside of the pond body through the water outlet then up, and the partition is used
In the mud scum in the sewage is limited in first space.
The filler module includes frame and multiple filler units in one of the embodiments, and the frame is set to institute
It states on support frame, multiple filler units are successively fastened between opposite two inner sidewalls of the frame at row pattern.
The filler unit is inclined plate or inclined tube in one of the embodiments, and the filler unit is from the water inlet
It is tilted down to the direction of the water outlet.
It in one of the embodiments, further include bucket, the bucket is set to the bottom of the pond body, and is located at described fill out
Expect the lower section of module, the bucket is for accommodating the sedimentary clay that the sewage generates in precipitation process.
It in one of the embodiments, further include sludge pipe, one end of the sludge pipe is set in the bucket, the row
The other end of mud pipe extends to the outside of the pond body, and the sludge pipe is used to be moved to the sedimentary clay by siphon described
The outside of pond body.
Above-mentioned sedimentation basin, support frame towards water outlet side and pond body inner sidewall between be enclosed water sky
Between, it crosses hydrospace and is connected to water outlet and effluent weir, certain storage buffer function can be played due to crossing hydrospace, after purification
Sewage can enter in hydrospace after effluent weir and temporarily stored, after being purified when so as to avoid water outlet from blocking
Sewage can not be discharged in time after effluent weir flows out, and then guarantee effluent weir to the normal control of the intracorporal water level regulation in pond.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of sedimentation basin in an embodiment；
Fig. 2 is the structural schematic diagram at another visual angle of sedimentation basin shown in Fig. 1；
Fig. 3 is the structural schematic diagram of filler module in sedimentation basin shown in Fig. 1.
Specific embodiment
The utility model is more fully retouched below with reference to relevant drawings for the ease of understanding the utility model,
It states.The better embodiment of the utility model is given in attached drawing.But the utility model can come in many different forms
It realizes, however it is not limited to embodiments described herein.On the contrary, the purpose of providing these embodiments is that making practical new to this
The disclosure of type understands more thorough and comprehensive.
It should be noted that it can directly on the other element when element is referred to as " being fixed on " another element
Or there may also be elements placed in the middle.When an element is considered as " connection " another element, it, which can be, is directly connected to
To another element or it may be simultaneously present centering elements.Term as used herein "inner", "outside", "left", "right" and
Similar statement for illustrative purposes only, is not meant to be the only embodiment.
As shown in Figure 1, the sedimentation basin 10 in an embodiment includes pond body 100, support frame 500, filler module 200 and water outlet
Weir 300.Pond body 100 is for accommodating sewage.The top two sides of pond body 100 are respectively equipped with water inlet 120 and water outlet 140.Support
Frame 500 is set in pond body 100.Support frame 500 towards water outlet 140 side and pond body 100 inner sidewall between be enclosed
Cross hydrospace 400.Filler module 200 is set on support frame 500.Effluent weir 300 be set to support frame 500 opposite two inner sidewalls it
Between, and it is located at the top of filler module 200.Effluent weir 300 is higher than water outlet 140 or effluent weir 300 is equal with water outlet 140
Together.It crosses hydrospace 400 and is connected to water outlet 140 and effluent weir 300, sewage is after water inlet 120 enters pond body 100 upwards through filling out
Hydrospace 400 was flowed into through effluent weir 300 after the material purification of module 200, flows out to pond body 100 through water outlet 140 then up
It is external.
Above-mentioned sedimentation basin 10, support frame 500 towards water outlet 140 side and pond body 100 inner sidewall between enclose shape
It at there is hydrospace 400, crosses hydrospace 400 and is connected to water outlet 140 and effluent weir 300, can be played due to crossing hydrospace 400
Certain storage buffer function, purified sewage can be entered in hydrospace 400 after effluent weir 300 and temporarily be stored up
It deposits, purified sewage can not be discharged in time after the outflow of effluent weir 300 when so as to avoid the blocking of water outlet 140, in turn
Guarantee effluent weir 300 to the normal control of the water level regulation in pond body 100.
As shown in Figure 1, in one embodiment, the relative altitude between water outlet 140 and effluent weir 300 is adjustable, with full
The practical adjustments demand of different heights of water level in sufficient pond body 100.Further, in one embodiment, pond body 100 is equipped with water inlet
The inner sidewall of mouth 120 is equipped with inclined surface 160, and inclined surface 160 tilts down from water inlet 120 to the direction of water outlet 140, inclines
Inclined-plane 160 is for evenly distributing the bottom that sewage is guided to pond body 100.Sewage is flowed through water inlet 120 along inclined surface 160
Enter to the bottom of pond body 100, so as to enhance the uniformity of water distribution of 100 bottom of pond body, the kinetic energy of sewage is effectively reduced, reduces
Disturbance to 100 bottom of pond body improves the sedimentation effect of sewage.
As shown in Figure 1, in one embodiment, support frame 500 is equipped with through-hole 510, through-hole towards the side for crossing hydrospace 400
510 were connected to hydrospace 400 and effluent weir 300.Purified sewage flowed into hydrospace through effluent weir 300, through-hole 510
400, the outside of pond body 100 is flowed out to through water outlet 140 then up.
As shown in Fig. 2, in one embodiment, support frame 500 includes bracket 520 and two platform slings 530.Bracket 520 and two
A platform sling 530 is connect with the inner sidewall of pond body 100, and two platform slings 530 are set to the two sides of bracket 520.Filler module 200 is set
In on bracket 520, and it is located between two platform slings 530.Effluent weir 300 is set between two platform slings 530.Relatively close water outlet
Hydrospace 400, relatively close water outlet 140 1 were enclosed between the platform sling 530 of 140 sides and the inner sidewall of pond body 100
The platform sling 530 of side is equipped with through-hole 510.
As shown in Figures 1 and 2, in one embodiment, above-mentioned sedimentation basin 10 further includes partition 600.Partition 600 was set to water
In space 400, partition 600 and support frame 500 are towards being equipped with first be connected to effluent weir 300 between the side of water outlet 140
Space 420 is specifically in the present embodiment equipped with first between the platform sling 530 of 140 side of partition 600 and relatively close water outlet
Space 420.The second space 440 being connected to water outlet 140, the first space are equipped between partition 600 and the inner sidewall of pond body 100
420 and second space 440 hydrospace 400 was collectively formed, and it is logical that water was equipped between the bottom of partition 600 and support frame 500
Road 620, water passage 620 are connected to the first space 420 and second space 440, and purified sewage is through effluent weir 300, first
Space 420, water passage 620 flow into second space 440, flow out to the outside of pond body 100 through water outlet 140 then up, every
Plate 600 is for the mud scum in sewage to be limited in the first space 420.
Specifically, purified sewage is by the first space 420 of inflow of effluent weir 300 and via the mistake of 600 lower section of partition
Aquaporin 620 enters in second space 440, as the water level in the first space 420 and second space 440 constantly increases, only
Sewage after change flows out to the outside of pond body 100 eventually by the water outlet 140 at 100 top of pond body, in the process, in sewage
Mud scum purified sewage can not be followed to pass through the mistake of the lower section of partition 600 together because swimming in the surface of purified sewage
Aquaporin 620 enters in second space 440, so that mud scum is limited in the first space 420, and then guarantees water outlet
140 effluent quality.
As shown in Figures 2 and 3, in one embodiment, filler module 200 includes frame 210 and multiple filler units 220.
Frame 210 is set on support frame 500.Specifically in the present embodiment, frame 210 is set on bracket 520, and is located at two platform slings
Between 530.Multiple filler units 220 are successively fastened between opposite two inner sidewalls of frame 210 at row pattern.
By advancing with a frame 210 for the fixed filler mould for forming an entirety of multiple 220 clampings of filler unit
Block 200, when needing to carry out the assembling between filler module 200 and pond body 100, it is only necessary to which clamping is fixed with multiple filler lists
The frame 210 of member 220 is installed on the support frame 500 in pond body 100, avoids one by one placing multiple filler units 220
Onto the support frame 500 in pond body 100, then multiple filler units 220 are fixed respectively by bandage brought numerous
Trivial operation greatly strengthens the installation convenience between filler module 200 and pond body 100, facilitates the peace for reducing sedimentation basin 10
Fill workload and installation cost.
In one embodiment, filler unit 220 is inclined plate or inclined tube, and filler unit 220 is from water inlet 120 to water outlet
140 direction tilts down.For traditional filler unit arranged vertically, the filler unit 220 of inclination arrangement
Length is longer, and so as to enhance the desilting area of pond body 100, shortening settling height of the sedimentary clay in pond body 100 in turn can
To promote the deposition efficiency of sedimentation basin 10, reduces the volume of sedimentation basin 10, facilitate the construction of sedimentation basin 10.
As shown in Figures 2 and 3, in one embodiment, further, multiple filler units 220 are spliced to form filler core
230, in the present embodiment, the section of filler core 230 is in honeycomb, and frame 210 is enclosed in the surrounding of filler core 230.So set
It sets, the contact area of frame 210 Yu filler core 230 can be increased, it is steady so as to clamping of the lift frame 210 to filler core 230
It is qualitative, extend the service life of filler core 230.In one embodiment, the shape phase of the shape of frame 210 and filler core 230
Match, so that the inner sidewall of frame 210 can be preferably bonded with the lateral wall of filler core 230, to guarantee to filler core 230
Stabilization clamping.
As shown in Figures 1 and 2, in one embodiment, above-mentioned sedimentation basin 10 further includes bucket 700.Bucket 700 is set to pond body
100 bottom, and it is located at the lower section of filler module 200.Bucket 700 is for accommodating the deposition that sewage generates in precipitation process
Mud.Specifically, sewage constantly precipitates in pond body 100 when sewage fills pond body 100, sewage generates heavy in precipitation process
Deposition steps into bucket 700, to realize the effect to sedimentary clay and water body separation in sewage.
In one embodiment, bucket 700 includes multiple, and multiple buckets 700 are arranged side by side in the bottom of pond body 100.Specifically
In the present embodiment, bucket 700 includes three, and three buckets 700 are arranged side by side in the bottom of pond body 100.It is understood that
In other embodiments, the quantity of bucket 700 can for one, it is more than two or four, specific set-up mode can be according to reality
Border situation is reasonably selected.
As shown in Figures 1 and 2, further, above-mentioned sedimentation basin 10 further includes sludge pipe 800.One end of sludge pipe 800 is set
In in bucket 700, the other end of sludge pipe 800 extends to the outside of pond body 100.Sludge pipe 800 is used to rely on siphon by sewage
In sedimentary clay be moved to the outside of pond body 100.In one embodiment, sludge pipe 800 includes multiple.Multiple sludge pipes 800 with
Multiple buckets 700 correspond.
In the present embodiment, sludge pipe 800 sequentially passes through the side wall of bucket 700 and the side wall of pond body 100, avoids to spoil disposal
Pipe 800 is led to outside pond body 100 by the way of bypassing the top of opening of bucket 700 and pond body 100, so as to reduce
The entire length of sludge pipe 800, reduces cost.
Each technical characteristic of above embodiments can be combined arbitrarily, for simplicity of description, not to above-described embodiment
In each technical characteristic it is all possible combination be all described, as long as however, the combination of these technical characteristics be not present lance
Shield all should be considered as described in this specification.
Above embodiments only express the several embodiments of the utility model, and the description thereof is more specific and detailed, but simultaneously
The limitation to utility model patent range therefore cannot be interpreted as.It should be pointed out that for the ordinary skill people of this field
For member, without departing from the concept of the premise utility, various modifications and improvements can be made, these belong to this reality
With novel protection scope.Therefore, the scope of protection shall be subject to the appended claims for the utility model patent.
Claims (10)
1. a kind of sedimentation basin characterized by comprising
Pond body, for accommodating sewage, the top two sides of the pond body are respectively equipped with inlet and outlet；
Support frame, be set to the pond body in, support frame as described above towards the water outlet side and the pond body inner sidewall it
Between be enclosed hydrospace；
Filler module is set on support frame as described above；And
Effluent weir between opposite two inner sidewalls of support frame as described above, and is located at the top of the filler module, the water outlet
Weir is higher than the water outlet or the effluent weir and the water outlet flush, and the hydrospace of crossing is connected to the water outlet
With the effluent weir, the sewage is after the water inlet enters the pond body upwards after filler module purification through described
Effluent weir inflow is described to cross hydrospace, flows out to the outside of the pond body through the water outlet then up.
2. sedimentation basin according to claim 1, which is characterized in that relatively high between the water outlet and the effluent weir
Degree is adjustable.
3. sedimentation basin according to claim 1, which is characterized in that the pond body is equipped on the inner sidewall of the water inlet and sets
There is inclined surface, the inclined surface is tilted down from the water inlet to the direction of the water outlet, and the inclined surface is used for institute
It states sewage and is guided to the bottom of the pond body and evenly distributed.
4. sedimentation basin according to claim 1, which is characterized in that support frame as described above is set towards the side for crossing hydrospace
There is through-hole, the through-hole is connected to hydrospace and the effluent weir excessively, and the purified sewage is through the effluent weir, institute
It states through-hole and flows into the hydrospace excessively, flow out to the outside of the pond body through the water outlet then up.
5. sedimentation basin according to claim 1, which is characterized in that support frame as described above includes bracket and two platform slings, described
Bracket and two platform slings are connect with the inner sidewall of the pond body, and two platform slings are set to the two sides of the bracket,
The filler module is set on the bracket, and is located between two platform slings, and the effluent weir is set to two platform slings
Between, it is empty that the water excessively is enclosed between the platform sling of the relatively close water outlet side and the inner sidewall of the pond body
Between.
6. sedimentation basin according to claim 1, which is characterized in that further include partition, the partition crosses water sky set on described
In, the partition and support frame as described above are towards being equipped with the first sky be connected to the effluent weir between the side of the water outlet
Between, the second space being connected to the water outlet, first space are equipped between the partition and the inner sidewall of the pond body
The hydrospace excessively is collectively formed with the second space, and it is logical that water was equipped between the bottom and support frame as described above of the partition
Road, the water passage are connected to first space and the second space, the purified sewage through the effluent weir,
First space, the water passage flow into the second space, flow out to the pond body through the water outlet then up
Outside, the partition is for the mud scum in the sewage to be limited in first space.
7. sedimentation basin according to claim 1, which is characterized in that the filler module includes frame and multiple filler lists
Member, the frame are set on support frame as described above, and multiple filler units are successively fastened in opposite the two of the frame at row pattern
Between inner sidewall.
8. sedimentation basin according to claim 7, which is characterized in that the filler unit is inclined plate or inclined tube, the filler
Unit is tilted down from the water inlet to the direction of the water outlet.
9. sedimentation basin according to claim 1, which is characterized in that further include bucket, the bucket is set to the pond body
Bottom, and it is located at the lower section of the filler module, the bucket is for accommodating the deposition that the sewage generates in precipitation process
Mud.
10. sedimentation basin according to claim 9, which is characterized in that further include sludge pipe, one end of the sludge pipe is set to
In the bucket, the other end of the sludge pipe extends to the outside of the pond body, and the sludge pipe is used to rely on siphon by institute
State the outside that sedimentary clay is moved to the pond body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822081172.2U CN209392791U (en) | 2018-12-11 | 2018-12-11 | Sedimentation basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822081172.2U CN209392791U (en) | 2018-12-11 | 2018-12-11 | Sedimentation basin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209392791U true CN209392791U (en) | 2019-09-17 |
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ID=67894272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822081172.2U Active CN209392791U (en) | 2018-12-11 | 2018-12-11 | Sedimentation basin |
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| Country | Link |
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| CN (1) | CN209392791U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115010279A (en) * | 2022-05-20 | 2022-09-06 | 深圳市瑞清环保科技有限公司 | Sludge-water separation and precipitation treatment device |
-
2018
- 2018-12-11 CN CN201822081172.2U patent/CN209392791U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115010279A (en) * | 2022-05-20 | 2022-09-06 | 深圳市瑞清环保科技有限公司 | Sludge-water separation and precipitation treatment device |
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