CN217232215U - Ecological reactor holds pond - Google Patents
Ecological reactor holds pond Download PDFInfo
- Publication number
- CN217232215U CN217232215U CN202220849010.2U CN202220849010U CN217232215U CN 217232215 U CN217232215 U CN 217232215U CN 202220849010 U CN202220849010 U CN 202220849010U CN 217232215 U CN217232215 U CN 217232215U
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- China
- Prior art keywords
- retaining wall
- concrete retaining
- layer
- biological medium
- medium layer
- 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.)
- Expired - Fee Related
Links
- 235000008331 Pinus X rigitaeda Nutrition 0.000 claims abstract description 22
- 235000011613 Pinus brutia Nutrition 0.000 claims abstract description 22
- 241000018646 Pinus brutia Species 0.000 claims abstract description 22
- 239000004575 stone Substances 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 241000196324 Embryophyta Species 0.000 claims abstract description 8
- 239000002893 slag Substances 0.000 claims abstract description 5
- 239000002689 soil Substances 0.000 claims abstract description 5
- 239000000463 material Substances 0.000 claims abstract description 3
- 238000000746 purification Methods 0.000 claims description 13
- 244000005700 microbiome Species 0.000 claims description 11
- 239000002184 metal Substances 0.000 claims description 9
- 239000004927 clay Substances 0.000 claims description 7
- 239000004576 sand Substances 0.000 claims description 5
- 229910001220 stainless steel Inorganic materials 0.000 claims description 5
- 239000010935 stainless steel Substances 0.000 claims description 5
- 239000012528 membrane Substances 0.000 claims description 4
- 239000010865 sewage Substances 0.000 abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 14
- 244000173207 Phyllanthus amarus Species 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 9
- 230000009466 transformation Effects 0.000 description 6
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 5
- 239000001301 oxygen Substances 0.000 description 5
- 229910052760 oxygen Inorganic materials 0.000 description 5
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 3
- UCKMPCXJQFINFW-UHFFFAOYSA-N Sulphide Chemical compound [S-2] UCKMPCXJQFINFW-UHFFFAOYSA-N 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 3
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000013049 sediment Substances 0.000 description 2
- 208000035985 Body Odor Diseases 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 206010040904 Skin odour abnormal Diseases 0.000 description 1
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
Images
Classifications
-
- 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
- Biological Treatment Of Waste Water (AREA)
- Revetment (AREA)
Abstract
The utility model discloses an ecological reactor holding pool, which comprises a holding pool, wherein the holding pool comprises a holding pool body, the outer end of the holding pool body is surrounded and built with a concrete retaining wall, the outer end of the concrete retaining wall is surrounded and installed with a plurality of pine piles, excavated soil and stone materials are backfilled between the pine piles and the concrete retaining wall, the upper end of the holding pool body is provided with a biological medium layer, an active island reactor is arranged on the biological medium layer, a plurality of groups of steel wire ropes are distributed at the two ends of the biological medium layer, the biological medium layer is fixed between the concrete retaining walls through the steel wire ropes, a stone slag cushion layer is laid at the right lower end of the holding pool body, a stone breaker layer is uniformly laid at the lower end of the stone slag cushion layer, a plurality of groups of emergent aquatic plants are distributed on the active island reactor, the device continuously degrades sewage through the cooperation of the active island reactor and the biological medium layer, the river is little reformed, and the added aquatic plants and aquatic organisms can ensure the whole water environment.
Description
Technical Field
The utility model belongs to the technical field of sewage treatment, specifically be ecological reactor holds pond.
Background
In the area of the delta of the pearl river, river branches include a river branch and a lake branch, a branch of a river, a branch and a branch of river water or river water, and the like. In a word, the river refers to a relatively small river or stream, a branch and the like, a section of river channel without head and tail (without a river mouth and a river source) or two ends of which are provided with gates and the like, at present, partial river currents are seriously silted, the flood running capability of the river channel is influenced, and most of untreated black and odorous water is directly discharged into the river currents, so that the integral water quality is seriously influenced.
At present in order to solve the serious problem of river sewage, generally can increase at the blowdown part of river and cut dirty equipment, then cut dirty sewage to sewage treatment intraductally, but through above operation, cut dirty not thorough, it is great to the river transformation moreover, influence holistic use and cost, can't guarantee the self-purification function of river itself simultaneously, in order to solve above problem, provide an ecological reactor and hold the pond.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an: in order to solve the above-mentioned proposed problems, an ecological reactor housing tank is provided.
The utility model adopts the technical scheme as follows: the ecological reactor holds the pond, including holding the pond, hold the pond including holding the pond body, the outer end that holds the pond body is encircleed and is built by laying bricks or stones and has the concrete barricade, the outer end of concrete barricade is encircleed and is installed a plurality of pine piles, backfill has the native building stones of excavation between pine pile and the concrete barricade, the upper end that holds the pond body is equipped with the bio-dielectric layer, be equipped with active island reactor on the bio-dielectric layer, the both ends distribution of bio-dielectric layer has multiunit wire rope, the bio-dielectric layer passes through wire rope to be fixed between the concrete barricade, hold the pond body and laid the slabstone bed course under, the even metalling of having laid of lower extreme of slabstone bed course, it has multiunit emergent aquatic plants to distribute on the active island reactor.
In a preferred embodiment, a plurality of groups of microorganism purification membranes are distributed on the biological medium layer, the steel wire rope and the concrete retaining wall are fixed through expansion bolts, the height of the concrete retaining wall is 1.2-1.4 m, and the whole concrete retaining wall is supported by C25 concrete.
In a preferred embodiment, a plurality of groups of oxygenators and biological media are distributed on the active island reactor, the power sources of the oxygenators are connected with commercial power or an external solar module, the whole circumference of the concrete retaining wall is 37.1-41 m, and the whole concrete retaining wall is higher than the riverbed at the outer end by 30-40 cm.
In a preferred embodiment, the pine piles are closely attached to each other, the whole pine pile is 4-5 m, and a clay layer and a fine medium sand layer are paved on the outer side of each pine pile from top to bottom.
In a preferred embodiment, the laying thickness of the ballast mat layer is more than 0.3m, the laying thickness of the gravel layer is more than 0.5m, and the cross section of the whole concrete retaining wall is in an L shape.
In a preferred embodiment, the concrete retaining wall has a plurality of groups of stainless steel pipes welded therein, the upper side of the concrete retaining wall is embedded with a metal screen, and the upper end of the metal screen extends to the outer side of the concrete retaining wall and is welded with a plurality of groups of steel pipes.
To sum up, owing to adopted above-mentioned technical scheme, the beneficial effects of the utility model are that:
1. the utility model discloses in, the cooperation through biological medium and active island reaction lasts to water release purification microorganism, and then decomposes hydrogen sulfide gas body, absorbs the sulphide, reaches the purpose of eliminating the water stink, increases the dissolved oxygen volume in the sewage simultaneously, and the ecological system of siphonozoal induced emergent aquatic plant, microorganism, aquatic animal intergrowth is showing and is promoting self-purification ability, has guaranteed holistic biological purification treatment to sewage effect.
2. The utility model discloses in, when whole transformation, at first make the cofferdam through many pine piles and partial clay in the river surge, then concrete barricade in proper order and hold the pond, then backfill in proper order and throw the crowded silt of stone and handle, through wire rope fixed active island reactor and biological medium layer, alright completion holds the equipment in pond, and whole little to the river surge transformation, guaranteed holistic use, reduced holistic transformation cost, guaranteed the water environment of river surge itself simultaneously.
Drawings
Fig. 1 is a schematic view of the overall top plan structure of the present invention;
fig. 2 is an overall front sectional structure diagram of the present invention;
fig. 3 is an enlarged sectional view of the utility model at a;
fig. 4 is a schematic overall front side view of the present invention;
fig. 5 is a schematic view of a concrete retaining wall according to the present invention in a partial sectional view.
The mark in the figure is: 1-containing pool, 11-pine pile, 12-steel wire rope, 13-soil stone, 14-concrete retaining wall, 15-active island reactor, 16-biological medium layer, 17-gravel layer, 18-stone slag cushion layer, 19-containing pool body, 2-fine medium sand layer, 20-stainless steel pipe and 21-metal screen.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
Referring to fig. 1-5, the ecological reactor holding tank comprises a holding tank 1, the holding tank 1 comprises a holding tank body 19, a concrete retaining wall 14 is built around the outer end of the holding tank body 19, a plurality of pine piles 11 are installed around the outer end of the concrete retaining wall 14, excavated soil and stone materials 13 are filled between the pine piles 11 and the concrete retaining wall 14, a biological medium layer 16 is arranged at the upper end of the holding tank body 19, purified microorganisms are continuously released to a water body through the cooperation of the biological medium and the active island reactor 15 to complete the purification effect of sewage and ensure the whole self-purification effect, the active island reactor 15 is arranged on the biological medium layer 16, a plurality of groups of steel wire ropes 12 are distributed at the two ends of the biological medium layer 16, cofferdams are made through the pine piles 11 and partial clay, then the concrete retaining wall 14 and the holding tank body 1 are made in sequence, then backfilling and stone throwing and silt squeezing treatment are carried out in sequence, fixing active island reactor 15 and biological medium layer 16 through wire rope 12, alright accomplish the manufacturing that holds pond 1, whole transformation to the river is little, whole cost and transformation cycle have been reduced, biological purification's effect has been realized simultaneously, biological medium layer 16 passes through wire rope 12 to be fixed between concrete retaining wall 14, it has laid stone sediment bed course 18 to hold pond body 19 under, the even metalling 17 of having laid of lower extreme of stone sediment bed course 18, it has the multiunit plant of standing out to distribute on the active island reactor 15, accomplish the effect of purifying sewage through the multiunit plant of standing out.
It should be noted that, a plurality of groups of microorganism purification membranes are distributed on the bio-medium layer 16, and through the plurality of groups of microorganism purification membranes, purified microorganisms can be discharged into sewage, so that hydrogen sulfide gas is decomposed, sulfide is absorbed, and the purpose of eliminating water body odor is achieved, the steel wire rope 12 and the concrete retaining wall 14 are fixed through expansion bolts, the height of the concrete retaining wall 14 is 1.2-1.4 m, and the concrete retaining wall 14 is integrally supported by C25 concrete.
It should be noted that, a plurality of groups of oxygenators and biological media are distributed on the active island reactor 15, and oxygen can be continuously added into the sewage through the plurality of groups of oxygenators, so as to ensure the activity of microorganisms and the overall degradation effect, the power source of the oxygenators is connected to the commercial power or an external solar module, the perimeter of the whole concrete retaining wall 14 is 37.1-41 m, and the whole concrete retaining wall 14 is 30-40 cm higher than the outer river bed.
It should be noted that, the pine piles 11 are closely attached to each other, the whole pine pile 11 is 4-5 m, clay layers and fine medium sand layers 2 are laid on the outer sides of the pine piles 11 from top to bottom, cofferdams are formed by the multiple pine piles 11, partial clay layers and the fine medium sand layers 2, and the enclosure part of the holding pool 1 is completed.
It should be noted that the laying thickness of the ballast bed layer 18 is greater than 0.3m, the laying thickness of the gravel layer 17 is greater than 0.5m, the stone throwing and silt squeezing operation can be completed through the laid gravel layer 17, silt is squeezed out, the cross section of the whole concrete retaining wall 14 is in an L shape, and the protruding end of the concrete retaining wall 14 can be backfilled with an excavated soil layer.
It should be noted that, a plurality of sets of stainless steel pipes 20 are welded in the concrete retaining wall 14, the strength of the concrete retaining wall 14 itself can be ensured through the stainless steel pipes 20, a metal screen 21 is embedded in the upper side of the plurality of sets of concrete retaining walls 14, the upper end of the metal screen 21 extends to the outer side of the concrete retaining wall 14 and is welded with the plurality of sets of steel pipes, impurities can be filtered out through the metal screen 21, and the overall discharge effect is ensured.
The working principle is as follows: firstly, cofferdams are formed in the river by a plurality of pine piles 11 and partial clay, then concrete retaining walls 14 and the accommodating pool body 1 are formed in sequence, backfilling and stone throwing and silt squeezing treatment are performed in sequence, and an active island reactor 15 and a biological medium layer 16 are fixed by a steel wire rope 12, so that the manufacturing of the accommodating pool 1 can be completed.
In the in-process of using, it is linked together to hold pond 1 and sewage, sewage is discharged and is held in pond 1, then cooperation through biomedia and active island reactor 15 is lastingly to the water release purification microorganism, and then decompose hydrogen sulfide gas, absorb the sulphide, reach the purpose of eliminating the water stink, and carry out digestion degradation to organic matter in water and the bed mud, effectively reduce biological oxygen demand, chemical oxygen demand, ammonia nitrogen, total phosphorus, the concentration of suspended solid total amount and surfactant quality of water parameter, increase the dissolved oxygen volume in the sewage simultaneously, the canalis caused emergent aquatic plant, microorganism, the ecosystem of aquatic animal intergrowth, show promotion self-purification ability, holistic result of use has been guaranteed, rethread metal mesh 21 can filter impurity when discharging, holistic emission effect has been guaranteed.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (6)
1. Ecological reactor holds pond, including holding pond (1), its characterized in that: the accommodating pool (1) comprises an accommodating pool body (19), the outer end of the accommodating pool body (19) is surrounded by a masonry concrete retaining wall (14), the outer end of the concrete retaining wall (14) is surrounded by a plurality of pine piles (11), excavated soil and stone materials (13) are backfilled between the pine piles (11) and the concrete retaining wall (14), a biological medium layer (16) is arranged at the upper end of the accommodating pool body (19), an active island reactor (15) is arranged on the biological medium layer (16), a plurality of groups of steel wire ropes (12) are distributed at the two ends of the biological medium layer (16), the biological medium layer (16) is fixed between the concrete retaining walls (14) through the steel wire ropes (12), a stone slag cushion layer (18) is paved at the lower end of the accommodating pool body (19), and a broken stone layer (17) is uniformly paved at the lower end of the stone slag cushion layer (18), a plurality of groups of emergent aquatic plants are distributed on the active island reactor (15).
2. The ecological reactor housing tank of claim 1, wherein: the biological medium layer (16) is provided with a plurality of groups of microorganism purification membranes, the steel wire rope (12) and the concrete retaining wall (14) are fixed through expansion bolts, the height of the concrete retaining wall (14) is 1.2-1.4 m, and the concrete retaining wall (14) is integrally supported by C25 concrete.
3. The ecological reactor housing tank of claim 1, wherein: a plurality of groups of oxygenators and biological media are distributed on the active island reactor (15), the power source of the oxygenators is from commercial power or an external solar component, the whole perimeter of the concrete retaining wall (14) is 37.1-41 m, and the whole concrete retaining wall (14) is higher than the riverbed at the outer end by 30-40 cm.
4. The ecological reactor housing tank of claim 1, wherein: the pine pile is characterized in that every two pine piles (11) are tightly attached, the whole pine pile (11) is 4-5 m, and a clay layer and a fine medium sand layer (2) are paved on the outer side of each pine pile (11) from top to bottom.
5. The ecological reactor housing tank of claim 1, wherein: the stone ballast bed course (18) lay the thickness and be greater than 0.3m, the thickness of laying of rubble layer (17) is greater than 0.5m, concrete retaining wall (14) holistic cross-section is L shape.
6. The ecological reactor housing tank of claim 1, wherein: the concrete retaining wall comprises a concrete retaining wall (14), wherein multiple groups of stainless steel pipes (20) are welded in the concrete retaining wall (14), a metal screen (21) is embedded in the upper side of the concrete retaining wall (14), and the upper end of the metal screen (21) extends to the outer side of the concrete retaining wall (14) and is welded with multiple groups of steel pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220849010.2U CN217232215U (en) | 2022-04-13 | 2022-04-13 | Ecological reactor holds pond |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220849010.2U CN217232215U (en) | 2022-04-13 | 2022-04-13 | Ecological reactor holds pond |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217232215U true CN217232215U (en) | 2022-08-19 |
Family
ID=82820172
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220849010.2U Expired - Fee Related CN217232215U (en) | 2022-04-13 | 2022-04-13 | Ecological reactor holds pond |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217232215U (en) |
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2022
- 2022-04-13 CN CN202220849010.2U patent/CN217232215U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220819 |
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| CF01 | Termination of patent right due to non-payment of annual fee |