CN219386600U - Superelevation vertical modularization sewage treatment plant - Google Patents
Superelevation vertical modularization sewage treatment plant Download PDFInfo
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- CN219386600U CN219386600U CN202320223060.4U CN202320223060U CN219386600U CN 219386600 U CN219386600 U CN 219386600U CN 202320223060 U CN202320223060 U CN 202320223060U CN 219386600 U CN219386600 U CN 219386600U
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- 239000010865 sewage Substances 0.000 title claims abstract description 76
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 239000003292 glue Substances 0.000 claims description 4
- 238000004065 wastewater treatment Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 238000009434 installation Methods 0.000 description 7
- 230000005540 biological transmission Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010009 beating Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Treatment Of Biological Wastes In General (AREA)
Abstract
The application relates to an ultra-high vertical modularized sewage treatment device, which comprises a base structure; two groups of sewage treatment modules which are arranged on the base structure and connected side by side; the sewage treatment module comprises a first treatment unit, a second treatment unit and a third treatment unit which are sequentially communicated; each processing unit is cuboid, the three sides of the first processing unit are provided with panels, and the other side is communicated with the second processing unit; two opposite sides of the second treatment unit are provided with panels, opposite sides of the second treatment unit, which are communicated with the first treatment unit, are communicated with the third treatment unit, two adjacent sides of the third treatment unit are provided with panels, sewage sequentially flows through the first treatment unit, the second treatment unit and the third treatment unit of one group of sewage treatment modules and then flows out after flowing through the third treatment unit, the second treatment unit and the first treatment unit of the other group of sewage treatment modules, and the device has good waterproof performance, strong bearing capacity and can save steel consumption.
Description
Technical Field
The utility model relates to the technical field of sewage treatment, in particular to an ultrahigh vertical modularized sewage treatment device.
Background
The main structure of the sewage treatment station is composed of a concrete structure water tank, a steel structure buried sewage treatment device, a glass fiber reinforced plastic buried sewage treatment device and the like. The steel structure buried sewage treatment equipment has the advantages of short construction period, lower manufacturing cost and the like. When the water quantity is large, the steel structure cannot be manufactured according to the actual site size of a sewage station and the size requirement of a sewage treatment process due to the processing characteristics and transportation limitation of the steel structure, and can only be manufactured according to the transportation requirement (the height is not higher than 3 meters and the diameter is not more than 3 meters), and when the height is about 10 meters, the steel structure belongs to an ultrahigh sewage treatment device and has higher requirements on transportation and pressure bearing capacity.
Due to the limitation of the conditions, the sewage treatment equipment can only adopt a combination mode to install a plurality of groups of equipment to finish sewage treatment, and in addition, due to the structural limitation, the sewage sedimentation depth requirement cannot be met, the operation cost is too high, and the treatment effect is poor. The sewage treatment station assembled by the assembled steel plate wall can improve the installation efficiency and the standardization to a certain extent, but has excessive joints on the structure, hidden danger of water leakage exists, and the whole steel consumption and the mass of the module are large, so that certain influence is caused on the cost and the field hoisting.
Disclosure of Invention
First, the technical problem to be solved
In view of the above-mentioned shortcomings and drawbacks of the prior art, the present utility model provides an ultra-high vertical modular sewage treatment apparatus that has good waterproof performance, strong bearing capacity, and can save steel consumption.
(II) technical scheme
In order to solve the above problems, the present utility model provides an ultra-high vertical modular sewage treatment apparatus, comprising:
a base structure;
two groups of sewage treatment modules which are arranged on the base structure and connected side by side;
the sewage treatment module comprises a first treatment unit, a second treatment unit and a third treatment unit which are sequentially communicated;
the first processing unit, the second processing unit and the third processing unit are cuboid, the three sides of the first processing unit are provided with panels, and the other side is communicated with the second processing unit; the two opposite sides of the second treatment unit are provided with panels, the opposite sides of the second treatment unit, which are communicated with the first treatment unit, are communicated with the third treatment unit, the two adjacent sides of the third treatment unit are provided with panels, and sewage sequentially flows through the first treatment unit, the second treatment unit and the third treatment unit of one group of sewage treatment modules and then flows out after flowing through the third treatment unit, the second treatment unit and the first treatment unit of the other group of sewage treatment modules.
Optionally, the panel is a flat steel structure.
Optionally, the first processing unit, the second processing unit and the third processing unit each include a frame girder disposed at the bottom and the top and a frame column connecting the top and the bottom frame girders; the base structure comprises a foundation short column, a bottom connecting plate is pre-buried on the foundation short column, and the frame column is fixedly connected with the bottom connecting plate through a screw rod and a sleeve.
Optionally, the screw rod is arranged in the frame column, the sleeve is fixed on the bottom connecting plate, and the bottom of the screw rod is fixedly connected with the sleeve.
Optionally, be equipped with the crab-bolt in the basis short column, crab-bolt and bottom connecting plate fixed connection, bottom connecting plate top is provided with the shear key.
Optionally, the bottom secondary beams are arranged on the panels at the bottoms of the first processing unit, the second processing unit and the third processing unit.
Optionally, frame posts on the tops of the first processing unit, the second processing unit and the third processing unit are provided with top connecting plates, and the top connecting plates are matched with each other through screws and nuts to connect adjacent processing units.
Optionally, tie beams are arranged on the sides without panels in the first processing unit, the second processing unit and the third processing unit.
Optionally, a cover plate is arranged at the top of each of the second processing unit and the third processing unit, and the first processing unit, the second processing unit and the third processing unit are sealed by glue.
(III) beneficial effects
In the ultra-high vertical modularized sewage treatment device, a modularized and standardized structure is adopted to assemble the whole sewage treatment device, so that the transportation is convenient, and the transportation requirement is met. The units of the sewage treatment module are connected in a pure dry mode, so that the sewage treatment module can be efficiently installed and detached, and the built sewage treatment station can be secondarily transformed, migrated and reused. In addition, the force transmission type of adopting the combination of the flat steel plate and the structural beam has reliable force transmission, convenient installation and reliable waterproof performance, can bear the water pressure of 10m water depth, has stable connection between units, can save steel materials and lighten the mass.
Drawings
Fig. 1 is a schematic perspective view of an ultra-high vertical modular sewage treatment apparatus according to the present utility model.
Fig. 2 is a schematic diagram of the bottom structure of the ultra-high vertical modular sewage treatment apparatus of the present utility model.
Fig. 3 is a schematic perspective view of a first processing unit according to the present utility model.
Fig. 4 is a top view of a first processing unit of the present utility model.
Fig. 5 is a schematic perspective view of a second processing unit according to the present utility model.
Fig. 6 is a top view of a second processing unit of the present utility model.
Fig. 7 is a schematic perspective view of a third processing unit according to the present utility model.
Fig. 8 is a top view of a third processing unit of the present utility model.
Fig. 9 is a schematic structural view of a substrate structure according to the present utility model.
FIG. 10 is a schematic diagram of the top connection structure of the sewage treatment module of the present utility model.
[ reference numerals description ]
1: a first processing unit; 2: second processing unit, 3: a third processing unit; 4: a frame main beam; 5: a bottom secondary beam; 6: a panel; 7: a side secondary beam; 8: a frame column; 9: a tie beam; 10: a screw; 11: a bottom connecting plate; 12: a base stub; 13: an anchor bolt; 14: a shear resistant member; 15: a sleeve; 16: a top connection plate; 17: and (3) a nut.
Detailed Description
The utility model will be better explained by the following detailed description of the embodiments with reference to the drawings. .
The utility model provides an ultra-high vertical modularized sewage treatment device, which comprises a base structure and two groups of sewage treatment modules which are arranged on the base structure and connected side by side; the sewage treatment module comprises a first treatment unit 1, a second treatment unit 2 and a third treatment unit 3 which are communicated in sequence. The first processing unit 1, the second processing unit 2 and the third processing unit 3 are all of cuboid structures, the three sides of the first processing unit 1 are provided with panels, and the other side is communicated with the second processing unit; the two opposite sides of the second treatment unit 2 are provided with panels, the opposite sides of the second treatment unit 2 communicated with the first treatment unit 1 are communicated with the third treatment unit 3, the two adjacent sides of the third treatment unit 3 are provided with panels, and sewage sequentially flows through the first treatment unit 1, the second treatment unit 2 and the third treatment unit 3 of one group of sewage treatment modules and flows out after flowing through the third treatment unit 3, the second treatment unit 2 and the first treatment unit 1 of the other group of sewage treatment modules.
In order that the above-described aspects may be better understood, exemplary embodiments of the present utility model will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present utility model are shown in the drawings, it should be understood that the present utility model may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the utility model to those skilled in the art.
As shown in fig. 1-10, an ultra-high vertical modular sewage treatment apparatus of the present application includes a base structure and two sets of sewage treatment modules connected side-by-side disposed on the base structure.
Specifically, in an embodiment, the sewage treatment module includes a first treatment unit 1, a second treatment unit 2, and a third treatment unit 3 that are sequentially connected. The first processing unit 1, the second processing unit 2 and the third processing unit 3 are cuboid, the height is 10 meters, the top surface and the bottom surface are 3 meters square, when the installation is needed, each unit is placed upside down and horizontally placed on a transport vehicle, the transport is convenient, and then the units are sent to an installation site for installation. The whole sewage treatment template adopts a steel plate and beam column structure, and can bear the pressure of 10 meters of water depth.
The three sides of the first processing unit 1 are provided with panels 6, and the other side is communicated with the second processing unit; the two opposite sides of the second processing unit 2 are provided with panels 6, the opposite sides of the second processing unit 2 communicated with the first processing unit 1 are communicated with the third processing unit 3, and the two adjacent sides of the third processing unit 3 are provided with panels 6. Depending on the arrangement of the panels, the first processing unit 1 is "[" shaped, the second processing unit 2 is "=" shaped, and the third processing unit 3 is "L" shaped from a top view or a bottom view. The sewage can not pass through the surface provided with the panel, namely, in the two sewage treatment templates, the sewage flows through the first treatment unit 1, the second treatment unit 2 and the third treatment unit 3 of one group of sewage treatment modules and flows out after flowing through the third treatment unit 3, the second treatment unit 2 and the first treatment unit 1 of the other group of sewage treatment modules in sequence. The sewage does not circulate between the two first treatment units 1 and between the two second treatment units 2. Depending on the sewage, the same or different sewage treatment apparatuses, such as a filtering device, an oxidizing device, a fermenting device, etc., may be disposed in the first treatment unit 1, the second treatment unit 2, and the third treatment unit 3, and may be specifically set according to actual needs.
The first processing unit 1, the second processing unit 2 and the third processing unit 3 all comprise frame girders 4 arranged at the bottom and the top and frame columns 8 connecting the top and the bottom frame girders; the bottom of each processing unit is sealed by a panel 6, and the panel of each processing unit is of a flat steel structure. In order to enhance structural stability, the processing unit can bear pressure better, bottom sub beams are arranged on the panel 6 at the bottom, side sub beams 7 are arranged on the panel 6 at the side, and drawknot beams 9 are arranged at the side without the panel 6, so that structural strength and bearing performance are enhanced. The first treatment unit 1, the second treatment unit 2 and the third treatment unit 3 have the advantages of small steel consumption in the whole structure, light weight and good structural stability and pressure-bearing performance.
Two groups of sewage treatment modules connected side by side are arranged on the base structure. Specifically, the base structure comprises a base short column 12, a bottom connecting plate 11 is pre-embedded on the base short column 12, and each frame column 8 is fixedly connected with the bottom connecting plate 11 through a screw rod 10 and a sleeve 15. Specifically, the screw 10 is disposed within the frame column 8 and passes through the entire frame column 8, the sleeve 15 is fixed to the bottom connecting plate 11, the bottom of the screw 10 is connected to the bottom connecting plate 11, and the top of the screw 10 is connected to the top connecting plate 16. By arranging the screw 10 in the frame column 8, the screw 10 is connected with a sleeve 15 on the bottom connecting plate 11, each treatment unit of the sewage treatment template is fixed on the base structure. Alternatively, in one embodiment, an anchor 13 is provided in the foundation stub 12, the anchor 13 being fixedly connected to the bottom web 11, and a shear key 14 being provided at the upper part of the bottom web 11. By the above structure, the strength of the base structure is enhanced and the stability of the connection of the base structure to each processing unit is improved.
In one embodiment, the top of the frame column 8 between each of the first, second and third processing units 1, 2 and 3 is provided with a top connection plate 16, and the top connection plate 16 is connected by a screw 10 provided inside the frame column 8, similarly to the bottom connection plate 11, and the top connection plate 16 is firmly pressed by a nut 17 on the top connection plate 16 in cooperation with the screw 10, thereby connecting the adjacent processing units. Specifically, in an embodiment, the top of the second processing unit 2 and the third processing unit 3 is provided with a cover plate, and the seams between the first processing unit 1, the second processing unit 2 and the third processing unit 3 are sealed by glue, so that the waterproof performance is improved.
The ultra-high vertical modularized sewage treatment device assembly process comprises the following steps: firstly, completing foundation construction, arranging foundation short columns 12 according to the corresponding positions of frame columns 8 of 6 processing units, and pre-burying a bottom connecting plate 11 at the upper end of each foundation short column 12; then hoisting 6 treatment units in sequence, and placing four frame columns 8 of each treatment unit on a bottom connecting plate 11 on a foundation short column 12, inserting a screw rod 10 into the frame columns 8, connecting and fixing the bottom of the screw rod 10 with a sleeve 15 fixed on the bottom connecting plate 11, so as to finish the bottom installation of the sewage treatment module; finally, the top of the screw 10 is connected with a top connecting plate 16, and is screwed by a nut 17, so that the connection and fixation between each processing unit are completed; and covering the top of the second processing unit 2 and the top of the third processing unit 3 with a cover plate, and performing glue beating treatment in the joint between the processing units to strengthen the sealing effect.
In the ultra-high vertical modularized sewage treatment device, a modularized and standardized structure is adopted to assemble the whole sewage treatment device, so that the transportation is convenient, the units of the sewage treatment module meeting the transportation requirement are connected in a pure dry mode, the sewage treatment device can be efficiently installed and disassembled, and the built sewage treatment station can be secondarily transformed, migrated and reused. In addition, the force transmission type of adopting the combination of the flat steel plate and the structural beam has reliable force transmission, convenient installation and reliable waterproof performance, can bear the water pressure of 10m water depth, has stable connection between units, can save steel materials and lighten the mass.
It should be noted that all the directional indications (such as up, down, left, right, front, and rear … …) in this embodiment are merely for explaining the relative positional relationship, movement conditions, and the like between the components in a certain specific posture (as shown in the drawings), and if the specific posture is changed, the directional indication is changed accordingly.
In addition, descriptions herein as pertaining to "first," "second," etc. are for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the present description, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In this document, unless specifically stated and limited otherwise, the terms "connected," "affixed," and the like are to be construed broadly, and for example, "affixed" may be a fixed connection, a removable connection, or an integral body; can be mechanically or electrically connected; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the terms in this document will be understood by those skilled in the art according to the specific circumstances.
It should be understood that the above description of the specific embodiments is only for illustrating the technical route and features of the present utility model, and is for the purpose of enabling those skilled in the art to understand the content of the present utility model and implement it accordingly, but the present utility model is not limited to the above-described specific embodiments. All changes or modifications that come within the scope of the appended claims are intended to be embraced therein.
Claims (9)
1. An ultra-high vertical modular sewage treatment apparatus, comprising:
a base structure;
two groups of sewage treatment modules which are arranged on the base structure and connected side by side;
each sewage treatment module comprises a first treatment unit, a second treatment unit and a third treatment unit which are sequentially communicated;
the first processing unit, the second processing unit and the third processing unit are cuboid, the three sides of the first processing unit are provided with panels, and the other side is communicated with the second processing unit; the two opposite sides of the second treatment unit are provided with panels, the opposite sides of the second treatment unit, which are communicated with the first treatment unit, are communicated with the third treatment unit, the two adjacent sides of the third treatment unit are provided with panels, and sewage sequentially flows through the first treatment unit, the second treatment unit and the third treatment unit of one group of sewage treatment modules and then flows out after flowing through the third treatment unit, the second treatment unit and the first treatment unit of the other group of sewage treatment modules.
2. The ultra-high vertical modular wastewater treatment plant of claim 1, wherein the panel is a flat steel structure.
3. The ultra-high vertical modular sewage treatment apparatus of claim 1, wherein the first, second and third treatment units each comprise frame girders disposed at the bottom and top and frame posts connecting the top and bottom frame girders; the base structure comprises a foundation short column, a bottom connecting plate is pre-buried on the foundation short column, and the frame column is fixedly connected with the bottom connecting plate through a screw rod and a sleeve.
4. The ultra-high vertical modular sewage treatment apparatus of claim 3, wherein the screw is disposed within the frame column, the sleeve is secured to the bottom connection plate, and the bottom of the screw is fixedly connected to the sleeve.
5. The ultra-high vertical modular sewage treatment apparatus of claim 3, wherein an anchor is provided in the foundation stub, the anchor is fixedly connected to the bottom web, and a shear key is provided at the top of the bottom web.
6. The ultra-high vertical modular sewage treatment apparatus of claim 3, wherein bottom sub-beams are provided on the panels at the bottoms of the first, second and third treatment units.
7. The ultra-high vertical modular sewage treatment apparatus of claim 3, wherein the frame columns at the top of each of the first, second and third treatment units are provided with a top connection plate, and the screw and nut are engaged with the top connection plate to connect the adjacent treatment units.
8. The ultra-high vertical modular sewage treatment apparatus of claim 1, wherein tie beams are provided on the sides without panels in the first, second and third treatment units.
9. The ultra-high vertical modular sewage treatment device according to claim 1, wherein a cover plate is arranged on the top of the second treatment unit and the top of the third treatment unit, and the first treatment unit, the second treatment unit and the third treatment unit are sealed by glue.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320223060.4U CN219386600U (en) | 2023-01-31 | 2023-01-31 | Superelevation vertical modularization sewage treatment plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320223060.4U CN219386600U (en) | 2023-01-31 | 2023-01-31 | Superelevation vertical modularization sewage treatment plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219386600U true CN219386600U (en) | 2023-07-21 |
Family
ID=87195138
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320223060.4U Active CN219386600U (en) | 2023-01-31 | 2023-01-31 | Superelevation vertical modularization sewage treatment plant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219386600U (en) |
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2023
- 2023-01-31 CN CN202320223060.4U patent/CN219386600U/en active Active
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