CN215480458U - Subregion arrangement structure in sludge treatment place - Google Patents
Subregion arrangement structure in sludge treatment place Download PDFInfo
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- CN215480458U CN215480458U CN202121678529.0U CN202121678529U CN215480458U CN 215480458 U CN215480458 U CN 215480458U CN 202121678529 U CN202121678529 U CN 202121678529U CN 215480458 U CN215480458 U CN 215480458U
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- 239000010802 sludge Substances 0.000 title claims abstract description 123
- 239000002689 soil Substances 0.000 claims abstract description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 25
- 239000007788 liquid Substances 0.000 claims description 31
- 239000002781 deodorant agent Substances 0.000 claims description 21
- 239000007921 spray Substances 0.000 claims description 10
- 238000004332 deodorization Methods 0.000 claims description 9
- 239000011941 photocatalyst Substances 0.000 claims description 9
- 238000002347 injection Methods 0.000 claims description 7
- 239000007924 injection Substances 0.000 claims description 7
- 229920001903 high density polyethylene Polymers 0.000 claims description 6
- 239000004700 high-density polyethylene Substances 0.000 claims description 6
- 239000012528 membrane Substances 0.000 claims description 6
- 238000007711 solidification Methods 0.000 claims description 6
- 230000008023 solidification Effects 0.000 claims description 6
- 241000607479 Yersinia pestis Species 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000010485 coping Effects 0.000 claims description 2
- 238000012986 modification Methods 0.000 claims description 2
- 230000004048 modification Effects 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 claims 5
- 238000001035 drying Methods 0.000 abstract description 12
- 229920006262 high density polyethylene film Polymers 0.000 abstract description 12
- 238000005192 partition Methods 0.000 abstract description 8
- 230000002349 favourable effect Effects 0.000 abstract description 4
- 238000000926 separation method Methods 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 13
- 238000000034 method Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000005507 spraying Methods 0.000 description 5
- 239000010865 sewage Substances 0.000 description 4
- 238000000354 decomposition reaction Methods 0.000 description 3
- 238000005086 pumping Methods 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 241001465754 Metazoa Species 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- 238000007605 air drying Methods 0.000 description 2
- 230000001877 deodorizing effect Effects 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 241001674044 Blattodea Species 0.000 description 1
- 241000238631 Hexapoda Species 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 244000052616 bacterial pathogen Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 239000011345 viscous material Substances 0.000 description 1
Images
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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/20—Controlling water pollution; Waste water treatment
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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- Treatment Of Sludge (AREA)
Abstract
The utility model discloses a partition arrangement structure of a sludge treatment site, which comprises a sludge treatment site area, wherein a drainage ditch and a water retaining soil platform are arranged between a sludge pit leveling area and a sludge airing area, an HDPE film is laid on the inner wall of the drainage ditch, the drainage ditch is communicated with the flood intercepting ditch, the soil retaining platform is raised above the ground of the sludge treatment field area, the top surface of the water retaining soil platform is higher than the port height of the drainage ditch and the sludge drying area, the two sides of the water retaining soil platform are of inclined surface structures, HDPE films on the inner walls of the drainage ditch are favorable for preventing rainwater from permeating, rainwater gathered from the outside enters the drainage ditch and then is smoothly discharged from the flood intercepting ditch by bypassing the sludge drying area, and the phenomenon that the use of the sludge drying area is influenced by the accumulated water caused by the external rainwater is avoided, and the protruding setting of manger plate soil platform has strengthened the separation protection for the mud sunning district, cooperates the escape canal to strengthen sludge treatment place drainage ability, fully guarantees the safe handling in mud sunning district simultaneously.
Description
Technical Field
The utility model relates to the technical field of environmental engineering, in particular to a partition arrangement structure of a sludge treatment site.
Background
The sludge is a viscous substance produced in the sewage treatment process, takes aerobic microorganisms and anaerobic microorganisms as main bodies, and is mixed with a plurality of complex mixtures of silt, fiber, animal and plant residues, organic matters, metals, germs, ova, colloid and the like adsorbed on the animal and plant residues in the original sewage. The composition of the sludge varies greatly and varies with the source of the sewage, the sewage treatment process and the season.
The sludge treatment is to modify, solidify and air-dry the sludge, and then carry out centralized treatment after being externally used by a transport vehicle, for example, the sludge is used as backfill soil of roadbed engineering, so that the sludge is changed into valuable materials to be recycled, the sludge needs to be aired when being modified, solidified and air-dried, and the airing needs to be laid in a thin layer by using a treatment site. However, the existing sludge solidification air-drying field cannot effectively prevent water flow from soaking, has poor rainwater drainage capacity, and is easy to cause rainwater outside the field to flow into the field to cause water accumulation in the air-drying field; in addition, most of the existing drying places are deodorized by periodically spraying biological deodorant, so that the odor of the sludge cannot be well treated when the sludge is dried, the surrounding environment is prevented from being affected, the odor of the sludge cannot be well treated by intermittently spraying the biological deodorant, the odor cannot be emitted all the time, and the odor cannot be sufficiently treated by periodically spraying the biological deodorant.
Therefore, we propose a zoned arrangement of sludge treatment sites.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a partition arrangement structure of a sludge treatment field, which can well enhance the rainwater discharge capacity, avoid the rainwater from generating accumulated water in the field to influence the use, has a good odor treatment function, and effectively prevent the odor from being emitted to influence the surrounding environment when sludge is aired, thereby solving the problems in the background.
In order to achieve the purpose, the utility model provides the following technical scheme: the subregion arrangement structure in sludge treatment place, including sludge treatment field, sludge treatment field is used for the air-dried mud of the modified solidification of natural sunning, and one side of sludge treatment field is provided with sludge pit flattening area, sludge treatment field middle part department that sludge pit flattening area is adjacent is provided with the escape canal, and the escape canal inner wall upper berth is equipped with the HDPE membrane, and the escape canal is linked together with the cut flood ditch, and the adjacent sludge treatment field middle part department in escape canal is provided with the manger plate soil platform, and the manger plate soil platform keeps away from escape canal one side and is provided with mud sunning district, and it is used for shakeout the modified solidification of sunning and treats air-dried mud, and the subaerial deodorization of mud sunning district evenly is provided with respectively purifies subassembly and deodorant injection assembly.
Further, the sludge pit leveling zone is arranged on the east side of the sludge treatment field area, and the sludge airing zone is arranged on the west side of the sludge treatment field area.
Further, the escape canal is U type structure, and the thickness of the HDPE membrane on its inner wall is 1mm thick at least, and the both ends of HDPE membrane all extend to the escape canal top port outside.
Further, the flood interception ditch includes the concrete bed course that links to each other with sludge treatment field ground, and the shaping has thick liquid rubble layer in the upper end of concrete bed course pouring, and thick liquid rubble layer is the setting of U type, and the bottom plate upper end of thick liquid rubble layer is provided with the rendering coat, and is provided with the hook flat joint on its both sides inner wall respectively, and thick liquid rubble layer top is provided with the coping respectively.
Furthermore, the water retaining soil platform protrudes above the ground of the sludge treatment field area, the top surface of the water retaining soil platform is higher than the drainage ditch port and the sludge airing area, and both sides of the water retaining soil platform are of inclined surface structures.
Further, deodorization purifies the subassembly and includes fixed frame and set up the photocatalyst net between fixed frame inner wall, fixedly connected with dead lever on one side outer wall of fixed frame, swing joint has the mounting on the outer wall of dead lever, the bottom fixed connection of mounting in the upper end of fixed pier stud.
Further, the bottom of fixed pier stud evenly fixedly connected with fixing bolt respectively, fixing bolt is the component that stainless steel material made, and fixed pier stud is fixed in the subaerial of mud sunning district through fixing bolt.
Further, pest sticking plates are respectively arranged on the outer walls of the two sides of the fixed end of the fixed frame and used for sticking and catching the smelly pests.
Further, deodorant injection unit is including setting up in the subaerial liquid storage pot of mud sunning district, and the department is provided with the drawing liquid pipe near the bottom on one side outer wall of liquid storage pot, and drawing liquid pipe top end fixed connection is in the input of force pump, and the force pump sets up on the lateral wall of liquid storage pot, and the output fixedly connected with pipe of force pump, and the end of pipe is provided with the shower nozzle, is provided with L type gag lever post on one side outer wall of shower nozzle, and L type gag lever post is fixed in the liquid storage pot top.
Furthermore, a guide block is arranged in the middle of the upper end of the spray head through a fixed upright post, and the guide block is of a circular truncated cone structure with a large upper part and a small lower part.
The utility model provides a partition arrangement structure of a sludge treatment site, a drainage ditch and a soil retaining platform are arranged between a sludge pit leveling area and a sludge airing area, an HDPE film is laid on the inner wall of the drainage ditch, the drainage ditch is communicated with the flood intercepting ditch, the soil retaining platform is raised above the ground of the sludge treatment field area, the top surface of the water retaining soil platform is higher than the port height of the drainage ditch and the sludge drying area, the two sides of the water retaining soil platform are of inclined surface structures, HDPE films on the inner walls of the drainage ditch are favorable for preventing rainwater from permeating, rainwater gathered from the outside enters the drainage ditch and then is smoothly discharged from the flood intercepting ditch by bypassing the sludge drying area, and the phenomenon that the use of the sludge drying area is influenced by the accumulated water caused by the external rainwater is avoided, and the protruding setting of manger plate soil platform has strengthened the separation protection for the mud sunning district, cooperates the escape canal to strengthen sludge treatment place drainage ability, fully guarantees the safe handling in mud sunning district simultaneously.
Drawings
FIG. 1 is an overall architecture diagram of the present invention;
FIG. 2 is a schematic view of the flood intercepting trench structure of the present invention;
FIG. 3 is a schematic view of the deodorizing and purifying assembly according to the present invention;
FIG. 4 is a schematic view of the deodorant spray assembly of the present invention;
fig. 5 is an enlarged schematic view of a portion a in fig. 4 according to the present invention.
In the figure: 1. a sludge treatment field area; 2. a sludge pit leveling zone; 3. a drainage ditch; 4. a HDPE film; 5. intercepting the flood ditch; 51. a concrete cushion layer; 52. grouting a rubble layer; 53. coating a surface layer; 54. hooking and flatly sewing; 55. pressing; 6. a water retaining soil platform; 7. a sludge airing area; 8. a deodorizing and purifying component; 81. a fixing frame; 82. a photocatalyst net; 83. fixing the rod; 84. a fixing member; 85. fixing the pier stud; 86. fixing the bolt; 87. pest sticking plates; 9. a deodorant spray assembly; 91. a liquid storage tank; 92. a liquid pumping pipe; 93. a pressure pump; 94. a conduit; 95. a spray head; 96. an L-shaped limiting rod; 97. fixing the upright post; 98. and a guide block.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, a partition arrangement structure of a sludge treatment site comprises a sludge treatment site 1, the sludge treatment site 1 is used for naturally airing modified solidified air-dried sludge, one side of the sludge treatment site 1 is provided with a sludge pit leveling area 2, the middle part of the sludge treatment site 1 adjacent to the sludge pit leveling area 2 is provided with a drainage ditch 3, the inner wall of the drainage ditch 3 is paved with an HDPE film 4, the drainage ditch 3 is of a U-shaped structure, the thickness of the HDPE film 4 on the inner wall is at least 1mm, both ends of the HDPE film 4 extend to the outer side of a top port of the drainage ditch 3, the drainage ditch 3 is communicated with a flood intercepting ditch 5, the middle part of the sludge treatment site 1 adjacent to the drainage ditch 3 is provided with a water retaining soil platform 6, the water retaining soil platform 6 protrudes out of the ground of the sludge treatment site 1, the top surface is higher than the height of the port of the drainage ditch 3 and the height of a sludge airing area 7, and the both sides of manger plate soil platform 6 are the inclined plane structure, manger plate soil platform 6 is far away from 3 one sides in escape canal and is provided with mud sunning district 7, and it is used for shakeout sunning modified solidification treats air-dried mud, and mud pit flattening district 2 sets up in the east side in sludge treatment field area 1, and mud sunning district 7 sets up in the west side in sludge treatment field area 1, and the subaerial deodorization of mud sunning district 7 evenly is provided with deodorization purification subassembly 8 and deodorant injection subassembly 9 respectively.
Referring to fig. 1 and 2, the flood interception ditch 5 includes a concrete cushion 51 connected to the ground of the sludge treatment field 1, a grouted rubble layer 52 is cast on the upper end of the concrete cushion 51, the grouted rubble layer 52 is U-shaped, a plastering layer 53 is disposed on the upper end of the bottom plate of the grouted rubble layer 52, a leveling seam 54 is disposed on the inner wall of each side of the plastering layer, and a top 55 is disposed on the top end of the grouted rubble layer 52.
Referring to fig. 1 and 3, the deodorization purifying assembly 8 includes a fixing frame 81 and a photocatalyst net 82 disposed between inner walls of the fixing frame 81, a fixing rod 83 is fixedly connected to an outer wall of one side of the fixing frame 81, a fixing member 84 is movably connected to an outer wall of the fixing rod 83, a bottom of the fixing member 84 is fixedly connected to an upper end of a fixed pier 85, after the photocatalyst net 82 is irradiated by sunlight ultraviolet rays, photochemical decomposition is performed on odor emitted from sludge, the odor is converted into harmless substances and eliminated odor, the deodorization is performed on air-dried sludge by matching with the deodorant injection assembly 9, a treatment effect on the sludge odor is effectively enhanced, and the deodorization device is convenient and practical.
In order to enhance the fixing stability of the fixing pier 85 and achieve quick fixing thereof, the second embodiment is provided as shown in the figure, the bottom of the fixing pier 85 is respectively and uniformly fixedly connected with fixing bolts 86, the fixing bolts 86 are members made of stainless steel, and the fixing pier 85 is fixed on the ground of the sludge airing area 7 through the fixing bolts 86.
In order to prevent the odor of the sludge from attracting the offensive odor of the vermin, the third embodiment as shown in the figure is proposed, the vermin sticking plates 87 are respectively arranged on the outer walls of both sides of the fixed end of the fixed frame 81, the vermin sticking plates 87 are respectively arranged in bilateral symmetry with respect to the fixed rod 83, and the outer walls of the vermin sticking plates 87 are coated with the insect attracting glue for sticking and catching the offensive odor of the vermin, including flies, cockroaches, etc.
Referring to fig. 1, 4 and 5, the deodorant spraying assembly 9 includes a liquid storage tank 91 disposed on the ground of the sludge drying area 7, a PLC controller is disposed on an outer wall of one side of the liquid storage tank 91, a liquid pumping pipe 92 is disposed near the bottom of the outer wall of one side of the liquid storage tank 91, a top end of the liquid pumping pipe 92 is fixedly connected to an input end of a pressure pump 93, the pressure pump 93 is electrically connected to the PLC controller, the pressure pump 93 is disposed on a side wall of the liquid storage tank 91, a conduit 94 is fixedly connected to an output end of the pressure pump 93, a nozzle 95 is disposed at a tail end of the conduit 94, and an L-shaped limiting rod 96 is fixed to the top of the liquid storage tank 91.
In order to make the shower nozzle 95 spray biological deodorant more even, now propose the fourth embodiment as shown in the figure, the upper end middle part fixedly connected with stationary mast 97 of shower nozzle 95, the stationary mast 97 outside evenly is provided with the orifice, and stationary mast 97 top is provided with guide block 98, guide block 98 is big-end-up's round platform type structure, shower nozzle 95 spouts biological deodorant and prolongs guide block 98 bottom inclined plane homodisperse after, deodorant dispersion falls to the ground and deodorizes to mud, the even effect and the even coverage that spray that has improved the deodorant.
The working principle is as follows: the drainage ditch 3 and the water and soil retaining table 6 are arranged between the sludge pit leveling area 2 and the sludge airing area 7, the HDPE film 4 is paved on the inner wall of the drainage ditch 3, the drainage ditch 3 is communicated with the flood intercepting ditch 5, the HDPE film 4 on the inner wall of the drainage ditch 3 is favorable for preventing rainwater from permeating, rainwater gathered from the outside enters the drainage ditch 3 and then smoothly bypasses the sludge airing area 7 to be discharged, the phenomenon that the external rainwater causes water accumulation in the sludge airing area 7 to influence the use of the sludge airing area is avoided, the bulge of the water and soil retaining table 6 is arranged as the sludge airing area 7 to strengthen the separation protection, the drainage capacity of the sludge treatment area is strengthened by matching with the drainage ditch 3, the fixed pier 85 is fixed on the ground of the sludge airing area 7 through the fixed bolt 86, the upper end of the fixed pier 85 is connected with the fixed rod 83 on the outer wall of one side of the fixed frame 81 through the fixed piece 84, the photocatalyst net 82 is arranged between the inner walls of the fixed frame 81, and after the photocatalyst net 82 is irradiated by sunlight ultraviolet rays, the odor emitted by the sludge is subjected to photochemical decomposition, converted into harmless substances and eliminated, and the deodorant injection assembly 9 is matched to deodorize the air-cured sludge, so that the treatment effect on the sludge odor is effectively enhanced.
Compared with the prior art, the utility model has the following beneficial effects:
1. the utility model provides a partition arrangement structure of a sludge treatment site, a drainage ditch and a soil retaining platform are arranged between a sludge pit leveling area and a sludge airing area, an HDPE film is laid on the inner wall of the drainage ditch, the drainage ditch is communicated with the flood intercepting ditch, the soil retaining platform is raised above the ground of the sludge treatment field area, the top surface of the water retaining soil platform is higher than the port height of the drainage ditch and the sludge drying area, the two sides of the water retaining soil platform are of inclined surface structures, HDPE films on the inner walls of the drainage ditch are favorable for preventing rainwater from permeating, rainwater gathered from the outside enters the drainage ditch and then is smoothly discharged from the flood intercepting ditch by bypassing the sludge drying area, and the phenomenon that the use of the sludge drying area is influenced by the accumulated water caused by the external rainwater is avoided, and the protruding setting of manger plate soil platform has strengthened the separation protection for the mud sunning district, cooperates the escape canal to strengthen sludge treatment place drainage ability, fully guarantees the safe handling in mud sunning district simultaneously.
2. According to the partition arrangement structure of the sludge treatment field, the fixed pier stud is fixed on the ground of the sludge drying area through the fixing bolt, the upper end of the fixed pier stud is connected with the fixing rod on the outer wall of one side of the fixing frame through the fixing piece, the photocatalyst net is arranged between the inner walls of the fixing frame, and after being irradiated by sunlight ultraviolet rays, the photocatalyst net carries out photochemical decomposition on odor emitted by sludge, converts the odor into harmless substances and eliminates the odor, and the deodorant injection assembly is matched to deodorize the dried sludge, so that the treatment effect on the sludge odor is effectively enhanced, and the partition arrangement structure is convenient and practical.
3. According to the zoned arrangement structure of the sludge treatment site, the liquid storage tank is arranged on the ground of the sludge airing area, the liquid suction pipe is arranged on the outer wall of one side of the liquid storage tank and close to the bottom, the top end of the liquid suction pipe is fixedly connected to the input end of the pressure pump, the pressure pump is arranged on the side wall of the liquid storage tank, the output end of the pressure pump is fixedly connected with the guide pipe, the tail end of the guide pipe is provided with the spray head, the L-shaped limiting rod is fixed to the top of the liquid storage tank, the middle of the upper end of the spray head is fixedly connected with the fixed upright, the outer side of the fixed upright is uniformly provided with the spray holes, the top of the fixed upright is provided with the guide block which is of a circular truncated cone-shaped structure with a large upper part and a small lower part, after the biological deodorant is sprayed by the spray head, the inclined plane at the bottom of the guide block is uniformly dispersed, then the deodorant is dispersed and falls to the ground to deodorize, and the uniform spraying effect and the uniform coverage range of the deodorant are improved.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (10)
1. Subregion arrangement structure in sludge treatment place, including sludge treatment field (1), sludge treatment field (1) is used for the air-dried mud of nature sunning modification solidification, and one side of sludge treatment field (1) is provided with sludge pit flattening area (2), its characterized in that: sludge pit flattening area (2) adjacent sludge treatment field (1) middle part department is provided with escape canal (3), escape canal (3) inner wall upper berth is equipped with HDPE membrane (4), and escape canal (3) are linked together with cut flood ditch (5), sludge treatment field (1) middle part department that escape canal (3) are adjacent is provided with manger plate soil platform (6), and manger plate soil platform (6) keep away from escape canal (3) one side and be provided with mud sunning district (7), it is used for shakeout the modified solidification of sunning and treats air-dried mud, the subaerial deodorization of evenly being provided with respectively of mud sunning district (7) purifies subassembly (8) and deodorant sprays subassembly (9).
2. The zoned arrangement structure of a sludge treatment site according to claim 1, wherein: the sludge pit leveling area (2) is arranged on the east side of the sludge treatment field area (1), and the sludge airing area (7) is arranged on the west side of the sludge treatment field area (1).
3. The zoned arrangement structure of a sludge treatment site according to claim 1, wherein: escape canal (3) are U type structure, and the thickness of HDPE membrane (4) on its inner wall is 1mm thick at least, and the both ends of HDPE membrane (4) all extend to the outside of escape canal (3) top port.
4. The zoned arrangement structure of a sludge treatment site according to claim 1, wherein: the flood interception ditch (5) comprises a concrete cushion layer (51) connected with the ground of the sludge treatment field (1), a mortar rubble layer (52) is poured and formed at the upper end of the concrete cushion layer (51), the mortar rubble layer (52) is arranged in a U shape, a plastering layer (53) is arranged at the upper end of a bottom plate of the mortar rubble layer (52), hook flat seams (54) are respectively arranged on the inner walls of two sides of the mortar rubble layer, and the top end of the mortar rubble layer (52) is respectively provided with a coping (55).
5. The zoned arrangement structure of a sludge treatment site according to claim 1, wherein: the water retaining soil platform (6) protrudes above the ground of the sludge treatment field area (1), the top surface of the water retaining soil platform is higher than the port height of the drainage ditch (3) and the height of the sludge airing area (7), and both sides of the water retaining soil platform (6) are of inclined surface structures.
6. The zoned arrangement structure of a sludge treatment site according to claim 1, wherein: deodorization purifies subassembly (8) including fixed frame (81) and set up photocatalyst net (82) between fixed frame (81) inner wall, fixedly connected with dead lever (83) on one side outer wall of fixed frame (81), swing joint has mounting (84) on the outer wall of dead lever (83), the bottom fixed connection of mounting (84) in the upper end of fixed pier stud (85).
7. The zoned arrangement structure of a sludge treatment site according to claim 6, wherein: the bottom of the fixed pier stud (85) is respectively and uniformly fixedly connected with a fixed bolt (86), the fixed bolt (86) is a component made of stainless steel materials, and the fixed pier stud (85) is fixed on the ground of the sludge airing area (7) through the fixed bolt (86).
8. The zoned arrangement structure of a sludge treatment site according to claim 6, wherein: and pest sticking plates (87) are respectively arranged on the outer walls of the two sides of the fixed end of the fixed frame (81) and are used for sticking and catching the smelly pests.
9. The zoned arrangement structure of a sludge treatment site according to claim 1, wherein: deodorant injection unit (9) is including setting up in subaerial liquid storage pot (91) of mud sunning district (7), be close to bottom department on one side outer wall of liquid storage pot (91) and be provided with liquid suction pipe (92), liquid suction pipe (92) top fixed connection is in the input of force pump (93), force pump (93) set up on the lateral wall of liquid storage pot (91), and the output fixedly connected with pipe (94) of force pump (93), the end of pipe (94) is provided with shower nozzle (95), be provided with L type gag lever post (96) on one side outer wall of shower nozzle (95), and L type gag lever post (96) are fixed in liquid storage pot (91) top.
10. The zoned arrangement of a sludge treatment site according to claim 9, wherein: the middle part of the upper end of the spray head (95) is provided with a guide block (98) through a fixed upright post (97), and the guide block (98) is of a circular truncated cone structure with a large upper part and a small lower part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121678529.0U CN215480458U (en) | 2021-07-22 | 2021-07-22 | Subregion arrangement structure in sludge treatment place |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121678529.0U CN215480458U (en) | 2021-07-22 | 2021-07-22 | Subregion arrangement structure in sludge treatment place |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215480458U true CN215480458U (en) | 2022-01-11 |
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ID=79751231
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121678529.0U Active CN215480458U (en) | 2021-07-22 | 2021-07-22 | Subregion arrangement structure in sludge treatment place |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215480458U (en) |
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2021
- 2021-07-22 CN CN202121678529.0U patent/CN215480458U/en active Active
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