CN219595942U - Integrated water outlet collecting tank for high-density sedimentation tank and high-density sedimentation tank - Google Patents
Integrated water outlet collecting tank for high-density sedimentation tank and high-density sedimentation tank Download PDFInfo
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- CN219595942U CN219595942U CN202320284358.6U CN202320284358U CN219595942U CN 219595942 U CN219595942 U CN 219595942U CN 202320284358 U CN202320284358 U CN 202320284358U CN 219595942 U CN219595942 U CN 219595942U
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- effluent
- sump
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- header
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 131
- 238000004062 sedimentation Methods 0.000 title claims abstract description 45
- 239000007788 liquid Substances 0.000 claims abstract description 7
- 239000011324 bead Substances 0.000 claims description 7
- 238000005192 partition Methods 0.000 claims description 6
- 239000003351 stiffener Substances 0.000 claims description 3
- 238000003825 pressing Methods 0.000 claims description 2
- 230000001174 ascending effect Effects 0.000 claims 1
- 230000001419 dependent effect Effects 0.000 claims 1
- 238000005352 clarification Methods 0.000 description 6
- 238000006243 chemical reaction Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- 238000005345 coagulation Methods 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 4
- 238000005189 flocculation Methods 0.000 description 4
- 230000016615 flocculation Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 230000000630 rising effect Effects 0.000 description 3
- 238000000926 separation method Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 229940037003 alum Drugs 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000000701 coagulant Substances 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
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- Sewage (AREA)
Abstract
An integrated water outlet collecting tank for a high-density sedimentation tank and the high-density sedimentation tank. The integral type goes out water catch bowl fixed mounting to the pool wall of high density sedimentation tank to be located the sedimentation zone top of high density sedimentation tank, the integral type goes out water catch bowl and includes: a body having a base and a sidewall extending from the base; and the notches are arranged on the side wall of the body and are used for enabling the liquid in the high-density sedimentation tank to flow into the water outlet collecting tank.
Description
Technical Field
The utility model relates to an integrated water outlet collecting tank for a high-density sedimentation tank and the high-density sedimentation tank.
Background
The high-density sedimentation tank is an efficient coagulating sedimentation process integrating coagulation, flocculation, inclined tube clarification and sludge concentration. The whole high-density sedimentation tank body comprises a coagulation reaction zone, a flocculation reaction zone, an inclined tube clarification zone and a sludge concentration reflux zone. The water inlet of the high-density sedimentation tank, the coagulant and the flocculant are added to carry out coagulation and flocculation reactions in a coagulation reaction zone and a flocculation reaction zone, so that large, compact and uniform alum blossom is formed. The alum blossom enters into a tube chute clarification area for mud-water separation. The inclined tube clarifying area is provided with an inclined tube and a water outlet water collecting tank, the mud-water mixture is separated in the inclined tube area, and then the water is discharged after being collected by the water outlet water collecting tank. The effluent water collecting tank is very important workpiece static equipment in a high-density sedimentation tank. The water collecting tank and the notch weir on the water collecting tank not only control the liquid level elevation of the high-density sedimentation tank, but also prevent the bias flow phenomenon in the inclined tube clarification area, and ensure the uniform and stable water flow, thereby ensuring the sedimentation effect. At present, the water outlet water collecting tank is designed in a split mode, namely, the water outlet water collecting tank and the water outlet notch weir are manufactured separately, the water outlet notch weir is arranged in the upper area on two sides of the water outlet water collecting tank, and the water outlet notch weir is fixed by bolts in the middle of the water outlet water collecting tank and the water outlet notch weir.
The design of the water outlet and collecting tank has the following problems:
the water outlet collecting tank is integrally arranged in the treated water, and the bolts and nuts connected with the water outlet notch weir and the water outlet collecting tank are also all immersed in the treated water. Most of the treated water is sewage, has complex components and has certain corrosiveness. After long-term running, the bolts and nuts used for fixing are at risk of corrosion and rust, and the rusted bolts and nuts are easy to loosen, so that gaps are formed between the water outlet notch weir and the water outlet water collecting tank or fiber substances are blocked, treated water flows into the water outlet water collecting tank from the gaps, drift phenomenon occurs in a clarification area of a high-density pool, and precipitation effect is influenced;
the manufacturing, processing and installation of the split-type water outlet collecting tank are complex. Firstly, the water collecting tank and the notch weir are two parts, and the two parts need to be processed and manufactured respectively. After the processing is finished, the two are fixed by using bolts and nuts, then the water outlet water collecting tank can be integrally installed, and the manufacturing and installation periods are long. The complexity of fabrication and processing necessarily results in increased overall equipment costs.
Accordingly, there is a need to provide an improved effluent header tank that overcomes at least one of the above problems.
Disclosure of Invention
The utility model provides an integrated effluent water collecting tank for a high-density sedimentation tank, which is fixedly arranged on a tank wall of the high-density sedimentation tank and is positioned above a sedimentation area of the high-density sedimentation tank, and comprises: a body having a base and a sidewall extending from the base; and the notches are arranged on the side wall of the body and are used for enabling the liquid in the high-density sedimentation tank to flow into the water outlet collecting tank.
Advantageously, the side wall of the body is formed with a bead at the end remote from the base.
Advantageously, the bead is formed towards the interior of the effluent sump.
Advantageously, a dividing strip is included, which is mounted at one end to the bottom of the effluent sump and at the other end to the sedimentation zone of the high density sedimentation tank, dividing the sedimentation zone of the high density sedimentation tank into a plurality of zones.
Advantageously, the separator is a rubber separator.
Advantageously, a connecting element is included, which is fixedly mounted at one end to the bottom of the effluent sump and at the other end to the partition strip.
Advantageously, the other end of the connector is fixedly mounted to the partition strip by means of a pressure plate and a bolt.
Advantageously, the body has a first side wall and a second side wall, the plurality of stiffeners being connected between the first side wall and the second side wall along the length of the body.
Advantageously, the water outlet end and the non-water outlet end of the water outlet header tank are both mounted to the tank wall via a connection plate to which the water outlet header tank is fixedly mounted, the connection plate having a plurality of elongated holes extending in the vertical direction and being mounted to the tank wall through the elongated holes via bolts, so that the position of the connection plate in the vertical direction and thus the position of the water outlet header tank in the vertical direction can be adjusted in the vertical direction.
Advantageously, the connection plate has a U-shape with a bottom support plate and side plates extending from the bottom support plate, thereby forming a space for receiving the outlet water collection sump, the outlet end of the outlet water collection sump being received in the space.
Advantageously, the plurality of elongated holes are provided on a side plate of the connection plate.
Advantageously, a hanger is included, which is arranged above the water outlet end and the non-water outlet end of the water outlet sump, fixedly mounted to the connection plate.
Advantageously, a baffle is included, disposed between the non-outlet end of the outlet sump and the sump wall.
Advantageously, the plurality of recesses are provided on the first and second side walls respectively, evenly spaced along the length of the body.
Advantageously, the recess is formed in the side wall of the body by stamping.
Advantageously, the recess has a width of 50mm and a height of 70mm.
Advantageously, the number of the plurality of recesses depends on the rising flow rate of the liquid in the settling zone of the high-density settling tank.
The utility model also provides a high-density sedimentation tank, which comprises the integrated effluent water collecting tank.
Drawings
Fig. 1 shows an end view of an integrated effluent header tank according to the utility model, shown looking from the non-aqueous end towards the effluent end.
Fig. 2 shows an end view of the integrated effluent header tank with the connecting plates removed in accordance with the present utility model.
Fig. 3 shows a side view of an outlet water collection sump of the integrated outlet water collection sump according to the utility model.
Detailed Description
Various embodiments according to the present utility model will be described in detail with reference to the accompanying drawings. Here, it is to be noted that in the drawings, the same reference numerals are given to constituent parts having substantially the same or similar structures and functions, and repeated description thereof will be omitted. The term "comprising A, B, C, etc. in turn" merely indicates the order in which the included elements A, B, C, etc. are arranged, and does not exclude the possibility of including other elements between a and B and/or between B and C.
The drawings in the present specification are schematic views, which assist in explaining the concept of the present utility model, and schematically show the shapes of the respective parts and their interrelationships.
Fig. 1 shows an end view of an integrated outflow water collection sump according to the utility model, seen from the non-outflow end towards the outflow end. The water outlet end and the non-water outlet end of the integrated water outlet collecting tank are fixedly arranged on the tank wall of the high-density sedimentation tank, such as shown in fig. 3, and are positioned above the sedimentation area of the high-density sedimentation tank. The integrated effluent collection sump comprises a body 1 having a base 11 and a side wall 12 extending from the base. A plurality of recesses 9 are provided in the side wall 12 of the body for the liquid of the high-density sedimentation basin to flow into the effluent collection sump. Preferably, the plurality of recesses 9 are uniformly arranged on both side walls 12 (i.e., the first side wall and the second side wall) along the length direction L (as shown in fig. 3) of the outlet water collecting sump.
The side wall 12 of the body is formed with a bead 13 at its end remote from the base 11, as shown in fig. 1, which bead is formed towards the inside of the effluent sump, which bead both increases the rigidity of the sump edge and ensures the safety of the transport and installation phases.
The overall size of the effluent collection sump is determined by the amount of water produced by the individual effluent collection sump. For example, the overall dimensions of the effluent sump may be determined based on Table 1 below, where the net height of the sump is the dimension of the sump bottom to the bottom surface under the two-sided curl.
Water collection tank water yield (m) 3 /h) | 40 | 65 | 90 | 105 | 130 | 150 | 205 | 270 | 320 | 400 |
Width (mm) | 200 | 200 | 250 | 300 | 300 | 350 | 385 | 385 | 450 | 450 |
Height (mm) | 230 | 300 | 310 | 310 | 350 | 350 | 400 | 430 | 450 | 500 |
TABLE 1
The recess is preferably a machine punched hole in the same horizontal position. The number of notches depends on the rising flow rate of the settling zone of the high-density settling tank. The rising flow rate is denoted by UT, for example, at UT <18m/h, a plurality of notches may be provided at 8 per meter; at 18< UT <35m/h, the plurality of notches may be provided at 12 per meter.
The size of the notch is determined according to the water outlet amount of the single notch, and the notch is generally 50mm wide and 70mm high, and the water level on the notch is lower than the height of the notch by 70mm in the practical use process. The water level elevation at the water outlet side of the water collecting tank is a control elevation, the water outlet notch elevation is given according to the control elevation, and the water outlet notch elevation is generally higher than the water level elevation in the water collecting tank by more than 50 mm.
The dividing belt 2 is arranged at the lower part of the water outlet water collecting tank and is used for dividing the sedimentation zone of the high-density sedimentation tank into a plurality of areas so as to ensure that water flows in each area are stably collected by the water outlet water collecting tank corresponding to each area and are not mutually interfered. One end of the separation belt 2 is arranged at the bottom of the water outlet collecting tank, and the other end is arranged at a sedimentation area of the high-density sedimentation tank. The separator is formed of rubber and has a thickness of about 5 mm. The other end of the separation belt is positioned 30mm below the upper top surface of the inclined tube of the sedimentation zone.
As shown in fig. 2, the partition belt 2 is mounted to the bottom of the effluent water sump by a connecting member 3, one end of the connecting member 3 is fixedly mounted to the bottom of the effluent water sump, the other end is fixedly mounted to the partition belt 2, and the connecting member 3 is formed of flat steel. The other end of the connecting member 3 is fixedly mounted to the partition belt 2 by a pressing plate 4 and bolts. The separator 2 is made of rubber and has a thickness of about 5 mm. The elevation of the bottom installation of the dividing strip is 30mm below the upper top surface of the inclined tube (thereby reserving a surplus of 30mm for on-site cutting), and the dividing strip is provided with a dividing line at the top of the inclined tube.
As shown in fig. 1 and 3, a plurality of reinforcing members 5, which are formed of, for example, round steel for stably supporting both sides of the effluent collecting tank, are connected between the two side walls 12 in the length direction L. Advantageously, the plurality of stiffeners 5 are uniformly arranged along the length direction L.
As shown in fig. 1 and 3, both the water outlet and non-water outlet ends of the water outlet header tank are mounted to the tank wall via a connection plate 6. The effluent sump is fixedly mounted to the connection plate 6, e.g. the effluent sump is welded to the connection member 6. The connection plate 6 has a plurality of elongated holes 61 extending in the vertical direction H, and is mounted to the tank wall through the elongated holes 61 via bolts. Due to the elongated hole 61, the position of the connecting plate 6 in the vertical direction H can be adjusted in the vertical direction H, and the position of the effluent water collection tank in the vertical direction can be further adjusted, so that the levelness of the effluent water collection tank can be adjusted.
The connection plate 6 has a U-shape with a bottom support plate 62 and side plates 63 extending from the bottom support plate, thereby forming a space for receiving the outlet water collection sump, in which the outlet end of the outlet water collection sump is received. A plurality of elongated holes 61 are provided on the side plate of the connection plate 6.
Compared with the split type water outlet water collecting tank, the fixing mode of the water outlet side of the integrated water outlet water collecting tank is improved, and the fixing mode is changed into an adjustable mode. After the split water collecting tank is firstly installed, the bottom and the upper part of the water tank are secondarily grouted and fixed, the bottom support is fixed, and then the height of the water tank cannot be adjusted. The U-shaped connecting plate 6 is arranged on the water outlet side of the integrated water outlet collecting tank and is connected with the upper hanging bracket 8 through bolts, so that the height of the integrated water outlet collecting tank can be adjusted in a certain range at any time after the integrated water outlet collecting tank is installed and used. The hanger 8 is provided above the water outlet end (left side of fig. 3) and the non-water outlet end (right side of fig. 3) of the water outlet header tank, fixedly mounted to the connection plate, as shown in fig. 3.
At the non-water outlet end of the water outlet header tank (right side of fig. 3), a baffle 7 is provided between the non-water outlet end of the water outlet header tank and the tank wall to fill the gap between the non-water outlet end and the tank wall.
Through the integrated water outlet and collecting tank of the utility model:
the notch is directly punched on two sides of the water collecting tank, so that the connecting bolts are reduced, short flow and bias flow phenomena in a clarification area of the high-density tank caused by corrosion of the connecting piece are avoided, and the sedimentation effect is ensured;
the material consumption of the integrated water outlet and collecting tank is saved, and the production cost is reduced;
the integral water collecting tank is convenient to install, and the installation period is saved;
the function of adjusting at any time can be realized through the long hole of the connecting plate.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (18)
1. An integral effluent water sump for a high density sedimentation tank, the integral effluent water sump being fixedly mounted to a wall of the high density sedimentation tank and located above a sedimentation zone of the high density sedimentation tank, the integral effluent water sump comprising:
a body having a base and a sidewall extending from the base;
and the notches are arranged on the side wall of the body and are used for enabling the liquid in the high-density sedimentation tank to flow into the water outlet collecting tank.
2. The integrated effluent collection sump of claim 1, wherein the side wall of the body is formed with a bead at an end thereof remote from the base.
3. The integrated effluent header as recited in claim 2, wherein the bead is formed toward the interior of the effluent header.
4. The integrated effluent header as recited in claim 1, comprising a divider mounted at one end to the bottom of the effluent header and at the other end to a settling zone of the high density settling tank, dividing the settling zone of the high density settling tank into a plurality of zones.
5. The integrated effluent header as recited in claim 4, wherein the separator is a rubber separator.
6. The integrated effluent header as recited in claim 4, comprising a connector member fixedly mounted at one end to the bottom of the effluent header and fixedly mounted at the other end to the separator.
7. The integrated effluent water sump according to claim 6, wherein the other end of the connecting member is fixedly mounted to the partition belt by a pressing plate and a bolt.
8. The integrated effluent collection sump of claim 1, wherein the body has a first side wall and a second side wall, and wherein the plurality of stiffeners are connected between the first side wall and the second side wall along the length of the body.
9. The integrated outlet water collection sump according to claim 1, wherein the outlet water collection sump is mounted to the sump wall at both the outlet end and the non-outlet end via a connection plate, the outlet water collection sump being fixedly mounted to the connection plate, the connection plate having a plurality of elongated holes extending in a vertical direction and being mounted to the sump wall through the elongated holes via bolts, so that the position of the connection plate in the vertical direction and thus the position of the outlet water collection sump in the vertical direction can be adjusted in the vertical direction.
10. The integrated effluent water sump according to claim 9, wherein the connecting plate has a U-shape with a bottom support plate and side plates extending from the bottom support plate, thereby forming a space for receiving the effluent water sump, the effluent end of the effluent water sump being received in the space.
11. The integrated effluent header as recited in claim 10, wherein the plurality of elongated apertures are provided in a side plate of the connecting plate.
12. The integrated effluent header as recited in claim 9, comprising a hanger disposed above the effluent and non-effluent ends of the effluent header and fixedly mounted to the connecting plate.
13. The integrated effluent header as recited in claim 12, comprising a baffle disposed between the non-effluent end of the effluent header and the sump wall.
14. The integrated effluent header as recited in claim 8, wherein the plurality of recesses are provided in the first side wall and the second side wall, respectively, evenly spaced along the length of the body.
15. The integrated effluent header as recited in claim 1, wherein the recess is stamped and formed in a sidewall of the body.
16. The integrated effluent header as recited in claim 1, wherein the recess has a width of 50mm and a height of 70mm.
17. The integrated effluent header as recited in claim 1, wherein the number of the plurality of recesses is dependent upon an ascending flow rate of liquid in the settling zone of the high density settling tank.
18. A high density sedimentation tank comprising an integrated effluent header tank as claimed in any one of claims 1 to 17.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202320284358.6U CN219595942U (en) | 2023-02-13 | 2023-02-13 | Integrated water outlet collecting tank for high-density sedimentation tank and high-density sedimentation tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202320284358.6U CN219595942U (en) | 2023-02-13 | 2023-02-13 | Integrated water outlet collecting tank for high-density sedimentation tank and high-density sedimentation tank |
Publications (1)
Publication Number | Publication Date |
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CN219595942U true CN219595942U (en) | 2023-08-29 |
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CN202320284358.6U Active CN219595942U (en) | 2023-02-13 | 2023-02-13 | Integrated water outlet collecting tank for high-density sedimentation tank and high-density sedimentation tank |
Country Status (1)
Country | Link |
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CN (1) | CN219595942U (en) |
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2023
- 2023-02-13 CN CN202320284358.6U patent/CN219595942U/en active Active
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