CN220078732U - Fast-assembling formula magnetism coagulating sedimentation tank body - Google Patents
Fast-assembling formula magnetism coagulating sedimentation tank body Download PDFInfo
- Publication number
- CN220078732U CN220078732U CN202321399162.8U CN202321399162U CN220078732U CN 220078732 U CN220078732 U CN 220078732U CN 202321399162 U CN202321399162 U CN 202321399162U CN 220078732 U CN220078732 U CN 220078732U
- Authority
- CN
- China
- Prior art keywords
- concrete
- wall
- pool
- tank
- tank body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000004062 sedimentation Methods 0.000 title claims abstract description 29
- 230000001112 coagulating effect Effects 0.000 title claims description 6
- 230000005389 magnetism Effects 0.000 title claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 230000015271 coagulation Effects 0.000 claims abstract description 22
- 238000005345 coagulation Methods 0.000 claims abstract description 22
- 239000000463 material Substances 0.000 claims abstract description 14
- 238000007789 sealing Methods 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 26
- 238000007689 inspection Methods 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract description 11
- 239000010865 sewage Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 11
- 239000000945 filler Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000005056 cell body Anatomy 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000000306 component Substances 0.000 description 1
- 239000008358 core component Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005189 flocculation Methods 0.000 description 1
- 230000016615 flocculation Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 235000000396 iron Nutrition 0.000 description 1
- 238000007790 scraping Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Water Treatment By Electricity Or Magnetism (AREA)
Abstract
The utility model provides a fast-assembled magnetic coagulation sedimentation tank body, which relates to the technical field of magnetic medium coagulation sedimentation, and comprises a foundation and a concrete tank bottom, wherein the concrete tank bottom is of a concrete structure and is arranged on the foundation; the pool wall is of a steel structure and is arranged on the bottom of the concrete pool; the sealing plate assembly comprises a waterproof coiled material and foot angle steel and is used for assisting the sealing connection between the bottom of the concrete pool and the pool wall; the utility model is suitable for the sedimentation treatment of sewage, can reduce the equipment transportation difficulty, shorten the installation period, save the equipment cost and improve the safety of the magnetic coagulation sedimentation tank body by combining civil engineering with a steel structure.
Description
Technical Field
The utility model relates to the technical field of magnetic medium coagulating sedimentation, in particular to a fast-assembled magnetic coagulating sedimentation tank body.
Background
The existing magnetic medium coagulation technology has the advantages of small occupied area, low energy consumption, large treatment capacity, obvious treatment effect and the like, and is mature to be applied to projects such as scale improvement, capacity expansion and the like of sewage treatment. The magnetic coagulation sedimentation tank is used as a core component for separating magnetic mud from clean water, and the existing tank body is manufactured in a civil construction mode and a steel structure mode generally, wherein the construction limitation of the civil construction mode is large, the construction period is affected by multiple parties, the construction precision of the equipment tank body is low, the construction period is long, and the main cost and the manufacturing cost are high; the steel structure form has lower cost than the civil engineering form; however, part of equipment can only be assembled and welded on site due to the fact that the sedimentation tank exceeds the transportation requirement, and is limited by construction in multiple directions such as civil engineering, pipelines and weather, and site installation cost and construction period are additionally increased.
Therefore, it is necessary to improve the magnetic coagulation sedimentation tank body according to the advantages and disadvantages of the civil engineering form and the steel structure form.
Disclosure of Invention
The utility model aims to provide a quick-assembly type magnetic coagulation sedimentation tank body, which solves the problems that the construction period is long when the magnetic coagulation sedimentation tank body adopts civil engineering, and the equipment exceeds the transportation requirement and the installation cost is high when a steel structure is adopted.
The embodiment of the utility model is realized by the following technical scheme: the fast-assembling magnetic coagulation sedimentation tank body comprises a foundation, and further comprises a concrete tank bottom, wherein the concrete tank bottom is of a concrete structure and is arranged on the foundation; the pool wall is of a steel structure and is arranged on the bottom of the concrete pool; the sealing plate assembly comprises a waterproof coiled material and foot angle steel and is used for assisting the sealing connection between the bottom of the concrete pool and the pool wall;
further, the waterproof coiled material is arranged on the inner side of the joint of the concrete bottom and the wall, the foot angle steel is arranged on the outer side of the joint of the concrete bottom and the wall, and is connected with the concrete bottom and the wall through expansion bolts;
further, the joint of the pool wall and the concrete pool bottom is provided with secondary pouring in the wall at the inner side and secondary pouring outside the wall at the outer side;
further, the joint between the waterproof coiled material and the bottom and wall of the concrete pool is provided with one-time pouring inside;
further, the pool wall is circular and comprises a pool wall bottom ring, a pool wall middle ring and a pool wall upper ring;
further, the bottom ring of the pool wall is provided with an inspection manhole;
further, the middle ring of the pool wall and the upper ring of the pool wall are provided with guardrails and platforms;
further, the upper ring of the pool wall is connected with an adjustable water outlet weir for adjusting the water outlet levelness.
The technical scheme of the utility model has at least the following advantages and beneficial effects: firstly, by arranging the concrete bottom of the concrete structure, the concrete bottom can be poured only according to the condition of the foundation, and the construction period is relatively short in a mode of integral civil engineering; secondly, through the arrangement of the tank wall of the steel structure, the installation can be quickly carried out, the transportation of the tank bottom part of the steel structure is avoided, the steel cost is saved, and the installation time is shortened; on this basis, through the waterproofing membrane of shrouding subassembly and the setting of lower margin angle steel, can assist mixing earth bottom of the pool and carry out sealing connection with the pool wall, promoted the leakproofness of magnetism coagulating sedimentation cell body.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic structural diagram of a fast-assembled magnetic coagulation sedimentation tank provided by an embodiment of the utility model;
fig. 2 is a schematic structural diagram of a waterproof coiled material of a fast-assembled magnetic coagulation sedimentation tank body according to an embodiment of the present utility model;
FIG. 3 is a schematic structural view of a guardrail and a platform of a fast-assembled magnetic coagulation sedimentation tank body according to an embodiment of the present utility model;
fig. 4 is a schematic diagram of a tank wall of a fast-assembled magnetic coagulation sedimentation tank according to an embodiment of the present utility model.
Icon: 1-foundation, 2-concrete bottom of the pool, 3-pool wall, 4-water inlet rectangular pipe, 5-mud scraper, 6-mud scraper drive, 7-inclined pipe filler, 8-adjustable water outlet weir, 9-water collecting area, 10-water outlet, 11-guardrail and platform, 12-inspection manhole, 13-water inlet baffle plate, 14-mud bucket, 15-mud discharging emptying pipe, 23-waterproof coiled material, 24-wall inner secondary pouring, 25-wall outer secondary pouring, 26-expansion bolt, 27-foot angle steel, 28-inner primary pouring, 33-pool wall bottom ring, 34-pool wall middle ring and 35-pool wall upper ring.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments of the present utility model. The components of the embodiments of the present utility model generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Examples
The embodiment provides a fast-assembled magnetic coagulation sedimentation tank body, which is shown in figures 1-4, and comprises a foundation 1, a concrete tank bottom 2, wherein the concrete tank bottom 2 is of a concrete structure and is arranged on the foundation 1; the pool wall 3 is of a steel structure and is arranged on the concrete pool bottom 2; the sealing plate assembly comprises a waterproof coiled material 23 and foot angle steel 27 and is used for assisting the sealing connection between the concrete tank bottom 2 and the tank wall 3.
It should be noted that, firstly, by setting the concrete bottom 2 of the concrete structure, according to the condition of the foundation 1, only the concrete bottom 2 can be poured, and the construction period is shorter than that of adopting the integral civil engineering mode; secondly, through the arrangement of the tank wall 3 with the steel structure, the installation can be quickly carried out, the transportation of the tank bottom parts with the steel structure is avoided, the steel cost is saved, and the installation time is shortened; on this basis, through the waterproofing membrane 23 of shrouding subassembly and the setting of lower margin angle steel 27, can assist mixing earth bottom of the pool 2 and carry out sealing connection with the pool wall 3, promoted the leakproofness of magnetism coagulation sedimentation tank body.
The foundation 1 is shown in fig. 1, a concrete bottom 2 of a magnetic medium coagulation sedimentation tank is arranged on the foundation, a mud bucket 14 is arranged in the center of the bottom, and a mud pipe is arranged at the lower part of the mud bucket 14; the upper part of the pool bottom is a pool wall 3, the lower part is provided with an inspection manhole 12 outside the pool wall 3, the front and rear parts of the upper part are respectively provided with a water inlet and a water outlet 10, the top part is provided with a guardrail and a platform 11, and the center of the platform is provided with a driving device of a mud scraper 5; in the pool wall 3, a mud scraper 5, a water inlet baffle 13, an inclined pipe filler 7 and an adjustable water outlet weir 8 are respectively arranged at intervals on the upper part of the inclined pipe filler 7 from bottom to top, the water outlet weir is converged into a water collecting region 9, and the water collecting region 9 is connected with a water outlet 10.
The waterproof coiled material 23 is arranged on the inner side of the joint of the concrete bottom 2 and the tank wall 3, the foot angle steel 27 is arranged on the outer side of the joint of the concrete bottom 2 and the tank wall 3, and is connected with the concrete bottom 2 and the tank wall 3 through the expansion bolts 26; the joint of the pool wall 3 and the concrete pool bottom 2 is provided with an in-wall secondary pouring 24 on the inner side and an out-wall secondary pouring 25 on the outer side; an internal primary pouring 28 is arranged between the waterproof coiled material 23 and the joint of the concrete pool bottom 2 and the pool wall 3; can realize the sealing connection of the concrete bottom 2 and the wall 3.
The pool wall 3, as shown in fig. 3-4, is circular and includes a pool wall bottom ring 33, a pool wall middle ring 34 and a pool wall upper ring 35; the pool wall 3 is provided with the pool wall upper ring 35, the pool wall middle ring 34 and the pool wall bottom ring 33, each ring is installed, and then lifted upwards, and workers do assembly operation on the basis without high-altitude operation, so that the safety coefficient of the installation process is improved.
The pool wall bottom ring 33 is provided with an inspection manhole 12; the middle ring 34 and the upper ring 35 are provided with guardrails and a platform 11; an adjustable water outlet weir 8 is connected with the upper ring 35 of the pool wall for adjusting the water outlet levelness.
Wherein the concrete parameters, the gradient of the concrete pool bottom 2, are kept between 5% and 8%; the rotation speed of the mud scraper 5 is not more than 1.8m/min; the scraping plate is installed at 45 degrees and is adjustable 10-50mm away from the bottom plate; the matching flow rate of the water inlet is preferably between 0.2 and 0.5 m/s; the magnetic mud is easy to accumulate when the flow speed is too small, and the flocculation is easy to be damaged when the flow speed is too large; the inclined length of the inclined tube filler 7 is preferably 1 meter, the installation angle is 60 degrees, and the installation direction is opposite to the water flow direction.
The specific installation steps are as follows:
step S1: firstly performing preface work such as soil exploration, leveling and the like on a foundation 1, and manufacturing a concrete pool bottom 2 after meeting relevant standards such as bearing, wherein a mud bucket 14 and a mud pipe are manufactured and pre-buried together when the concrete pool bottom 2 is manufactured; then making a pool wall upper ring 35, making a pool wall 3 by adopting a pressed and bent steel plate according to a design size, connecting the whole circle by adopting a high-strength bolt, screwing the bolt by adopting a torque wrench to reach a specified value, and coating structural adhesive inside and outside a connecting bolt after the connection is completed; after the upper ring 35 of the pool wall is completed, a plurality of electric hoists which are uniformly distributed are lifted upwards, the height is 1.2-1.5 times of the height of the middle ring, the electric hoists are fixed, then the middle ring 34 of the pool wall is manufactured and spliced, after the pool ring is manufactured, the upper ring is lowered to the top of the middle ring through the electric hoists, and the upper ring and the middle ring are connected through bolts and coated with structural adhesive; and then the bottom ring 33 of the pool wall is manufactured by analogy, and the bottom ring is manufactured into the inspection manhole 12 in advance.
Step S2: after the installation of the pool wall 3 is completed, the bottom ring fixing work is carried out: the bottom ring 33 of the pool wall is fixedly connected with the pool bottom 2 of the concrete through uniformly distributed foot angle irons and expansion bolts 26, after the fixing of the whole pool is completed, the inner bottom of the pool is subjected to primary casting 28, then waterproof coiled materials 23 are paved, and secondary casting 24 in the wall and secondary casting 25 outside the wall are carried out for respectively wrapping coiled materials and connecting pieces by cement so as to prevent water leakage and corrosion.
And S3, after the tank body is installed, manufacturing the top guardrail and the platform 11, then, installing the water inlet baffle 13, then, installing the mud scraper 5 and the driving device from bottom to top, and manufacturing the water outlet weir and the water collecting port by installing the rear inclined pipe.
The above is only a preferred embodiment of the present utility model, and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (7)
1. The utility model provides a fast-assembling formula magnetism coagulating sedimentation tank body, includes ground (1), its characterized in that still includes:
the concrete pool bottom (2) is of a concrete structure and is arranged on the foundation (1);
the pool wall (3) is of a steel structure and is arranged on the concrete pool bottom (2);
the sealing plate assembly comprises a waterproof coiled material (23) and foot angle steel (27) and is used for assisting the sealing connection between the concrete pool bottom (2) and the pool wall (3);
the waterproof coiled material (23) is arranged on the inner side of the joint of the concrete bottom (2) and the tank wall (3), the foot angle steel (27) is arranged on the outer side of the joint of the concrete bottom (2) and the tank wall (3), and is connected with the concrete bottom (2) and the tank wall (3) through expansion bolts (26).
2. The quick-assembly magnetic coagulation sedimentation tank body as claimed in claim 1, wherein the junction of the tank wall (3) and the concrete tank bottom (2) is provided with an in-wall secondary pouring (24) on the inner side and an out-wall secondary pouring (25) on the outer side.
3. The quick-assembly magnetic coagulation sedimentation tank body as claimed in claim 2, characterized in that an internal primary casting (28) is arranged between the waterproof coiled material (23) and the joint of the concrete tank bottom (2) and the tank wall (3).
4. A fast-assembling magnetic coagulation sedimentation tank as claimed in claim 3, characterized in that the tank wall (3) is arranged in a circular shape and comprises a tank wall bottom ring (33), a tank wall middle ring (34) and a tank wall upper ring (35).
5. The quick-assembly magnetic coagulation sedimentation tank body as claimed in claim 4, characterized in that the tank wall bottom ring (33) is provided with an inspection manhole (12).
6. The quick-assembly magnetic coagulation sedimentation tank body as claimed in claim 5, wherein the tank wall middle ring (34) and the tank wall upper ring (35) are provided with guardrails and platforms (11).
7. A fast-assembling magnetic coagulation sedimentation tank body as claimed in any one of claims 4-6, characterized in that the upper ring (35) of the tank wall is connected with an adjustable water outlet weir (8) for adjusting the water outlet levelness.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321399162.8U CN220078732U (en) | 2023-05-31 | 2023-05-31 | Fast-assembling formula magnetism coagulating sedimentation tank body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321399162.8U CN220078732U (en) | 2023-05-31 | 2023-05-31 | Fast-assembling formula magnetism coagulating sedimentation tank body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220078732U true CN220078732U (en) | 2023-11-24 |
Family
ID=88827802
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321399162.8U Active CN220078732U (en) | 2023-05-31 | 2023-05-31 | Fast-assembling formula magnetism coagulating sedimentation tank body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220078732U (en) |
-
2023
- 2023-05-31 CN CN202321399162.8U patent/CN220078732U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104594348A (en) | Expanded head capsule type anchor rod and construction method thereof | |
| CN106193132B (en) | Pressure relief anti-floating system for bottom plate of deep foundation pit high-water-level building and pressure relief anti-floating method thereof | |
| US20210139361A1 (en) | Device and Method for Mud Solidification Based on Electro-Osmosis Well Points Cooperating with Well-Points Dewatering | |
| CN102061706A (en) | Assembly steel box cofferdam and construction method thereof | |
| CN105649084A (en) | Self-lifting type steel protection cylinder uplifting device and construction method thereof | |
| CN203374227U (en) | Direct circulation hole-cleaning device | |
| CN220078732U (en) | Fast-assembling formula magnetism coagulating sedimentation tank body | |
| CN211547887U (en) | Water pump mounting structure of pump station | |
| CN107794972A (en) | A kind of marine intake construction method | |
| CN207392205U (en) | A kind of pile foundation post jacking device | |
| CN206752632U (en) | Plastic reinforcing steel composite construction municipal drainage inspection shaft | |
| CN214940305U (en) | Waterproof sleeve pipe of well is dredged to combination foundation ditch dewatering | |
| CN206220172U (en) | Tubular type diversion pumping plant | |
| AU2021101264A4 (en) | A foundation pit drainage system for flood control | |
| CN211228839U (en) | Inclined integrated pump station with cleaning device | |
| CN210684746U (en) | Modified precipitation well plugging device | |
| CN211368952U (en) | Hidden rainwater collection device | |
| CN204543668U (en) | One under water gas rushes soil discharging facility | |
| CN207597488U (en) | A kind of prefabricated crossbeam support system of sea intake | |
| CN208347370U (en) | A kind of large pool of Fast Installation | |
| CN202369996U (en) | Water-draining sealing device for foundation pit | |
| CN211713866U (en) | Structure that river course revetment and pump station installation combine | |
| CN109577464A (en) | A kind of prefabricated wisdom Vatch basin | |
| CN204662629U (en) | A kind of overflow well derrick | |
| CN108560958A (en) | A kind of large pool and construction method of Fast Installation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |