CN220245773U - River and lake water body treatment equipment - Google Patents
River and lake water body treatment equipment Download PDFInfo
- Publication number
- CN220245773U CN220245773U CN202320425070.6U CN202320425070U CN220245773U CN 220245773 U CN220245773 U CN 220245773U CN 202320425070 U CN202320425070 U CN 202320425070U CN 220245773 U CN220245773 U CN 220245773U
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- Prior art keywords
- shell
- pipe
- river
- mud discharging
- aeration
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 77
- 238000005273 aeration Methods 0.000 claims abstract description 28
- 238000012856 packing Methods 0.000 claims abstract 2
- 238000007599 discharging Methods 0.000 claims description 30
- 239000000463 material Substances 0.000 claims description 27
- 239000000945 filler Substances 0.000 claims description 14
- 239000012767 functional filler Substances 0.000 claims description 7
- 239000004575 stone Substances 0.000 claims description 4
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 claims description 3
- 229910001018 Cast iron Inorganic materials 0.000 claims description 3
- 235000019738 Limestone Nutrition 0.000 claims description 3
- 229910021536 Zeolite Inorganic materials 0.000 claims description 3
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims description 3
- 239000011152 fibreglass Substances 0.000 claims description 3
- 239000003864 humus Substances 0.000 claims description 3
- 239000006028 limestone Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010457 zeolite Substances 0.000 claims description 3
- 239000011257 shell material Substances 0.000 claims 17
- 238000005067 remediation Methods 0.000 claims 7
- 230000000694 effects Effects 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 4
- 238000012423 maintenance Methods 0.000 abstract description 3
- 239000003643 water by type Substances 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 239000010802 sludge Substances 0.000 description 9
- 241000272165 Charadriidae Species 0.000 description 3
- 210000002310 elbow joint Anatomy 0.000 description 2
- 230000014509 gene expression Effects 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052760 oxygen Inorganic materials 0.000 description 1
- 239000001301 oxygen Substances 0.000 description 1
- 238000006213 oxygenation reaction Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model provides a river lake water body treatment facility, including the inlet tube, a housing, the mud pipe, the overhead plate, functional packing, the aeration pipe, the outlet pipe, submerged plant plants the layer, vacuum dredge pump, aeration fan and control system, except the junction of inlet tube, the mud pipe, aeration pipe and outlet pipe, other parts form the enclosed area by the casing, with treatment facility modularization, the standardization, can be when using quick with treatment facility construction installation, and according to the size and the water state of different river lake waters can be adjusted in a flexible way, and daily maintenance is simple, the treatment effect is good, for treatment facility, generally lie in under mud, the upper portion is submerged plant, the view is effectual, do not influence normal activity.
Description
Technical Field
The utility model relates to river and lake water body treatment equipment, and belongs to the field of water body treatment equipment.
Background
At present, the river and lake water body treatment in China generally adopts means such as ecological floating beds, submerged plants, aeration oxygenation, artificial wetland, flow making, chemical agent adding, microbial agent adding, dredging and the like, but the problems that the purification efficiency is low, the construction content is difficult to realize standardization in most civil engineering, the construction progress is slow and the like exist in the measures, so that the quick treatment of the river and lake water body becomes a concern, and the development of novel treatment means and equipment is needed.
Disclosure of Invention
The utility model aims to overcome the defects and shortcomings of the prior art and provides river and lake water body treatment equipment.
A river and lake water body treatment device comprises a water inlet pipe, a shell, a mud discharging pipe, an overhead plate, functional fillers, an aeration pipe, a water outlet pipe, a submerged plant planting layer, a vacuum mud discharging pump, an aeration fan and a control system, wherein the other parts except the joint of the water inlet pipe, the mud discharging pipe, the aeration pipe and the water outlet pipe form a closed area by the shell.
Further, the shell is made of one or more of stainless steel, aluminum alloy, cast iron, glass fiber reinforced plastic, plastic and the like, the shell is composed of a filler area and a mud discharging area, the filler area is of a cuboid structure, the length is 1-5m, the width is 1-5m, the height is 30-90cm, the mud discharging area is of an inverted quadrangular frustum structure, the length and width of the upper plane are the same as those of the filler area, and the length-width ratio of the bottom plane is 50cm lower than that of the upper part.
Preferably, the filling area and the mud discharging area inside the shell are separated by an overhead plate, the overhead plate is made of the same material as the shell, holes are uniformly distributed on the overhead plate according to the interval of 15cm, and the diameter of each hole is 0.5-2cm.
Further, the functional filler is one or more of gravel, zeolite, volcanic rock, medical stone, limestone, oyster shell and the like with the diameter of 1-10cm, and the functional filler fills the filler area inside the shell.
Further, the diameters of the water inlet pipe and the water outlet pipe are both larger than 5cm, the material is the same as that of the shell, the top of the water inlet pipe is in an inverted U shape through elbow connection, the distance between the top of the elbow and the top of the shell is 30-40cm, the length of a short side water inlet pipe of the connecting elbow is 5-10cm, a long side water inlet pipe extends into a mud discharging area of the shell, a water outlet of the water inlet pipe is positioned in the middle of the height of the mud discharging area, the water outlet pipe and the water inlet pipe are in diagonal, the bottom of the water outlet pipe is communicated with the upper surface of the shell, the upper part of the water outlet pipe is 40-70cm higher than the top of the shell, and a grid mesh enclosure of the same material is arranged at the opening of the water outlet pipe.
Further, the diameter of the sludge discharge pipe is 10-50mm, the sludge discharge pipe is made of the same material as the shell, the inlet of the sludge discharge pipe is positioned at the bottom of the sludge discharge area, and the sludge discharge pipe is connected with a sludge discharge vacuum pump positioned on the shore through an elbow, direct auxiliary materials and the like.
Preferably, the diameter of the aeration pipe is 10-50mm, the material is the same as the material used by the shell, the part of the aeration pipe in the shell is placed on the upper part of the overhead plate, and the aeration pipe is led out from the shell through tee joints, elbows, direct auxiliary materials and the like and then is connected with an aeration fan positioned on the bank.
Preferably, the submerged plant planting layer is a modularized planting block formed by planting matrixes, wrapping materials, submerged plants and the like, the thickness of the submerged plant planting layer is 3-20cm, and the planting matrixes are one or more of loess, cobble, yellow sand, humus soil and the like.
The beneficial effects of the utility model are as follows: the treatment equipment is modularized and standardized, the treatment equipment can be quickly constructed and installed when in use, the treatment equipment can be flexibly adjusted according to the sizes and water body states of different river and lake waters, daily maintenance is simple, the treatment effect is good, the treatment equipment is generally positioned under mud, submerged plants are arranged on the upper part of the treatment equipment, and the landscape effect is good, so that normal activities are not influenced.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions of the prior art, the drawings which are required in the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the description below are only some embodiments of the utility model, and that it is within the scope of the utility model to one skilled in the art to obtain other drawings from these drawings without inventive faculty.
FIG. 1 is a main block diagram of the present utility model;
FIG. 2 is a schematic plan view of the present utility model;
in the figure, 1, a water inlet pipe; 2. a housing; 3. a mud pipe; 4. an overhead plate; 5. a submerged plant planting layer; 6. an aeration pipe; 7. and a water outlet pipe.
Detailed Description
The present utility model will be described in further detail with reference to the accompanying drawings, for the purpose of making the objects, technical solutions and advantages of the present utility model more apparent.
It should be noted that, in the embodiments of the present utility model, all the expressions "first" and "second" are used to distinguish two entities with the same name but different entities or different parameters, and it is noted that the "first" and "second" are only used for convenience of expression, and should not be construed as limiting the embodiments of the present utility model, and the following embodiments are not described one by one.
The terms of direction and position in the present utility model, such as "up", "down", "front", "back", "left", "right", "inside", "outside", "top", "bottom", "side", etc., refer only to the direction or position of the drawing. Accordingly, directional and positional terms are used to illustrate and understand the utility model and are not intended to limit the scope of the utility model.
1-2, an embodiment of a river and lake water body treatment device according to the utility model comprises a water inlet pipe 1, a shell 2, a sludge discharge pipe 3, an overhead plate 4, functional fillers, an aeration pipe 6, a water outlet pipe 7, a submerged plant planting layer 5, a vacuum sludge discharge pump, an aeration fan and a control system, wherein the other parts except the joints of the water inlet pipe 1, the sludge discharge pipe 3, the aeration pipe 6 and the water outlet pipe 7 form a closed area by the shell 2. The inside filler district and the mud discharging district of casing 2 are separated by built on stilts board 4, built on stilts board 4 material and casing 2 material, according to interval equipartition trompil 15 cm's interval on the built on stilts board 4, the trompil diameter is 0.5-2cm, with treatment equipment modularization, standardization, can be when using quick with treatment equipment construction installation, and according to the size and the water state of different river lake waters can nimble the adjustment, and daily maintenance is simple, the treatment effect is good, to treatment equipment, generally be located under mud, the upper portion is submerged plant, the view is effectual, do not influence normal activity.
The shell 2 is made of one or more of stainless steel, aluminum alloy, cast iron, glass fiber reinforced plastic, plastic and the like, the shell 2 is composed of a filler area and a mud discharging area, the filler area is of a cuboid structure, the length is 1-5m, the width is 1-5m, the height is 30-90cm, the mud discharging area is of an inverted quadrangular frustum structure, the length and width of the upper plane are equal to those of the filler area, the upper parts of the aspect ratio of the bottom plane are respectively 50cm smaller, and the sizes of the filler area and the mud discharging area can be adjusted according to the actual river and lake water conditions, so that the mud discharging device is flexibly suitable for various environments.
The functional filler is one or more of gravel, zeolite, volcanic rock, medical stone, limestone, oyster shell and the like with the diameter of 1-10cm, and fills the filler area inside the shell 2.
The diameters of the water inlet pipe 1 and the water outlet pipe 7 are both larger than 5cm, the material is the same as that of the shell 2, the top of the water inlet pipe 1 is in an inverted U shape through elbow connection, the distance between the top of the elbow and the top of the shell 2 is 30-40cm, the length of the short side water inlet pipe 1 connected with the elbow is 5-10cm, the long side water inlet pipe 1 stretches into a mud discharging area of the shell 2, a water outlet of the water inlet pipe 1 is positioned in the middle of the height of the mud discharging area, the water outlet pipe 7 and the position of the water inlet pipe 1 form a diagonal line, the bottom of the water outlet pipe 7 is communicated with the upper surface of the shell 2, the upper part of the water outlet pipe 7 is 40-70cm higher than the top of the shell 2, and a grid mesh enclosure of the same material is arranged at the opening of the water outlet pipe 7.
The diameter of the mud discharging pipe 3 is 10-50mm, the material is the same as that of the shell 2, the inlet of the mud discharging pipe is positioned at the bottom of the mud discharging area, and the mud discharging pipe 3 is connected with a mud discharging vacuum pump positioned on the shore through an elbow, a direct auxiliary material and the like. The diameter of the aeration pipe 6 is 10-50mm, the material is the same as the material used by the shell 2, the part of the aeration pipe inside the shell 2 is placed on the upper part of the overhead plate 4, the aeration pipe 6 is led out from the shell 2 through tee joints, elbows, direct auxiliary materials and the like, and then is connected with an aeration fan positioned on the bank, oxygen is provided through the aeration pipe and the aeration fan at the river and lake water and the submerged plant planting layer, and the submerged plant planting layer is kept to grow gradually to purify the water body.
The submerged plant planting layer 5 is a modularized planting block formed by planting matrixes, wrapping materials, submerged plants and the like, the thickness of the planting blocks is 3-20cm, the planting matrixes are one or more of loess, stones, yellow sand, humus soil and the like, the submerged plants are various in variety, and the submerged plant planting layer plays a positive role in relieving water eutrophication according to water body selection of river and lake water during planting.
The foregoing disclosure is illustrative of the present utility model and is not to be construed as limiting the scope of the utility model, which is defined by the appended claims.
While the utility model has been described with reference to several particular embodiments, it should be understood that the utility model is not limited to the particular embodiments disclosed. The utility model is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims.
Claims (8)
1. River and lake water body treatment equipment is characterized in that: the device comprises a water inlet pipe, a shell, a mud pipe, an overhead plate, functional fillers, an aeration pipe, a water outlet pipe, a submerged plant planting layer, a vacuum mud pump, an aeration fan and a control system, wherein the other parts except the joint of the water inlet pipe, the mud pipe, the aeration pipe and the water outlet pipe form a closed area by the shell.
2. The river and lake water body remediation apparatus of claim 1, wherein: the shell is made of one or more of stainless steel, aluminum alloy, cast iron, glass fiber reinforced plastic and plastic materials, the shell is composed of a filler area and a mud discharging area, the filler area is of a cuboid structure, the length is 1-5m, the width is 1-5m, the height is 30-90cm, the mud discharging area is of an inverted quadrangular frustum structure, the length and width of the upper plane are the same as those of the filler area, and the upper part of the aspect ratio of the bottom plane is 50cm smaller.
3. The river and lake water body remediation apparatus of claim 2, wherein: the packing area and the mud discharging area inside the shell are separated by an overhead plate, the overhead plate is made of the same material as the shell, holes are uniformly distributed on the overhead plate according to the interval of 15cm, and the diameter of each hole is 0.5-2cm.
4. The river and lake water body remediation apparatus of claim 1, wherein: the functional filler is one or more of gravel, zeolite, volcanic rock, medical stone, limestone and oyster shell materials with the diameter of 1-10cm, and fills the filler area inside the shell.
5. The river and lake water body remediation apparatus of claim 1, wherein: the diameter of the water inlet pipe and the diameter of the water outlet pipe are both larger than 5cm, the material is the same as that of the shell, the top of the water inlet pipe is in an inverted U shape through elbow connection, the distance between the top of the elbow and the top of the shell is 30-40cm, the length of a short side water inlet pipe of the connecting elbow is 5-10cm, a long side water inlet pipe extends into a mud discharging area of the shell, a water outlet of the water inlet pipe is positioned in the middle of the height of the mud discharging area, the water outlet pipe and the position of the water inlet pipe form a diagonal line, the bottom of the water outlet pipe is communicated with the upper surface of the shell, the upper part of the water outlet pipe is 40-70cm higher than the top of the shell, and a grid mesh enclosure of the same material is arranged at the opening of the water outlet pipe.
6. The river and lake water body remediation apparatus of claim 1, wherein: the diameter of the mud discharging pipe is 10-50mm, the material is the same as that of the shell, the inlet of the mud discharging pipe is positioned at the bottom of the mud discharging area, and the mud discharging pipe is connected with a mud discharging vacuum pump positioned on the shore through an elbow and a direct attachment.
7. The river and lake water body remediation apparatus of claim 1, wherein: the diameter of the aeration pipe is 10-50mm, the material is the same as the material used by the shell, the part of the aeration pipe in the shell is placed on the upper part of the overhead plate, and the aeration pipe is led out from the shell through a tee joint, an elbow and a direct attachment, and is connected with an aeration fan positioned on the bank.
8. The river and lake water body remediation apparatus of claim 1, wherein: the submerged plant planting layer is a modularized planting block composed of planting matrixes, wrapping materials and submerged plants, wherein the thickness of the planting blocks is 3-20cm, and the planting matrixes are one or more of loess, cobble, yellow sand and humus soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320425070.6U CN220245773U (en) | 2023-03-08 | 2023-03-08 | River and lake water body treatment equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320425070.6U CN220245773U (en) | 2023-03-08 | 2023-03-08 | River and lake water body treatment equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220245773U true CN220245773U (en) | 2023-12-26 |
Family
ID=89231935
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320425070.6U Active CN220245773U (en) | 2023-03-08 | 2023-03-08 | River and lake water body treatment equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220245773U (en) |
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2023
- 2023-03-08 CN CN202320425070.6U patent/CN220245773U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |