CN114737809A - Large-scale plastic concrete combined garbage pool - Google Patents
Large-scale plastic concrete combined garbage pool Download PDFInfo
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- CN114737809A CN114737809A CN202210185041.7A CN202210185041A CN114737809A CN 114737809 A CN114737809 A CN 114737809A CN 202210185041 A CN202210185041 A CN 202210185041A CN 114737809 A CN114737809 A CN 114737809A
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- 239000004567 concrete Substances 0.000 title claims abstract description 116
- 229920003023 plastic Polymers 0.000 title claims abstract description 104
- 239000010813 municipal solid waste Substances 0.000 title claims abstract description 31
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 38
- 239000007788 liquid Substances 0.000 claims description 5
- 230000001681 protective effect Effects 0.000 claims description 5
- 210000005056 cell body Anatomy 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 210000002421 cell wall Anatomy 0.000 abstract description 6
- 238000004062 sedimentation Methods 0.000 abstract description 6
- 239000012141 concentrate Substances 0.000 abstract description 3
- 238000012544 monitoring process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 4
- 230000008439 repair process Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 208000034656 Contusions Diseases 0.000 description 1
- 244000126211 Hericium coralloides Species 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000009519 contusion Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 229920002457 flexible plastic Polymers 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- -1 pebble Substances 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 229910021487 silica fume Inorganic materials 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
- E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
- E04H7/26—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65F—GATHERING OR REMOVAL OF DOMESTIC OR LIKE REFUSE
- B65F1/00—Refuse receptacles; Accessories therefor
- B65F1/14—Other constructional features; Accessories
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
-
- 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
- Y02W30/00—Technologies for solid waste management
- Y02W30/30—Landfill technologies aiming to mitigate methane emissions
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Sewage (AREA)
Abstract
The invention relates to the technical field of garbage pools, in particular to a large plastic concrete garbage pool. The invention comprises a pool body, wherein the pool bottom is divided into more than two sections of reinforced concrete areas at the pool bottom, and the reinforced concrete areas at the pool bottom are connected with each other through a plastic concrete post-pouring belt at the pool bottom; the two ends of the pool bottom plastic concrete post-cast strip are provided with pool wall plastic concrete post-cast strips, the pool wall reinforced concrete area is correspondingly arranged at the pool bottom reinforced concrete area, and the pool wall reinforced concrete area is matched with the pool wall plastic concrete post-cast strip to form the pool wall; the concave holding tank that is equipped with in pond bottom plastic concrete post-cast strip's upper surface department, the relative cell wall department of holding tank has the scale in the extension of cantilever form in opposite directions each other, all has the gap between adjacent two mutually supporting scales and between the corresponding cell wall of cantilever end and holding tank of scale. The invention not only concentrates the phenomena of sedimentation deformation and leakage by establishing the vulnerable section, but also can realize the online monitoring of the vulnerable section in time and efficiently.
Description
Technical Field
The invention relates to the technical field of garbage pools, in particular to a large plastic concrete garbage pool.
Background
The construction of a garbage incineration plant comprises the construction of a large garbage pool, the garbage in the garbage pool contains a large amount of heavy metals, and once the pool body leaks, the land can be seriously polluted. The garbage pool has the characteristics of large volume and wide occupied area, in the actual engineering, the foundation condition in the pool body range is complex, the cast-in-place operation amount is large, the concrete hydration heat influence is large, the conditions of temperature deformation and uneven settlement deformation are easy to generate in the service life of the pool body, and then cracks are generated, so that the leakage problem is caused. Because the soil body is located the rubbish pond below and is covered by the rubbish pond, rubbish pond seepage problem often is difficult to discover, in case the discovery often the situation is very bad, causes to repair the degree of difficulty greatly, awaits immediate solution.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide a large plastic concrete combined garbage pool, which not only concentrates the phenomena of sedimentation deformation and leakage by establishing a vulnerable section, but also can timely and efficiently realize the online monitoring of the vulnerable section, even can remedy the vulnerable section at the beginning of the sedimentation deformation, and has the advantages of simple maintenance and repair.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a large-scale plastic concrete combined garbage pond, includes the cell body, and the cell body includes bottom of the pool and pool wall, its characterized in that: the pool bottom is divided into more than two sections of pool bottom reinforced concrete areas, and the adjacent pool bottom reinforced concrete areas are connected with each other through a pool bottom plastic concrete post-pouring belt; the two ends of the pool bottom plastic concrete post-cast strip are provided with pool wall plastic concrete post-cast strips, the pool wall reinforced concrete area is correspondingly arranged at the pool bottom reinforced concrete area, and the pool wall reinforced concrete area is matched with the pool wall plastic concrete post-cast strip to form the pool wall;
the upper surface of the pool bottom plastic concrete post-cast strip is concavely provided with an accommodating groove with the length direction parallel to the length direction of the pool bottom plastic concrete post-cast strip, opposite groove walls of the accommodating groove are provided with mutually opposite cantilever-shaped extensions with scales, and the scales are mutually parallel and arranged on the same plane; each scale that is located holding tank with one side cell wall department is the comb tooth form and distributes, and the scale that is located relative both sides cell wall department extends in opposite directions and forms flank of tooth interlock form and distributes, all has the gap between two adjacent scales that cooperate each other and between the cantilever end of scale and the corresponding cell wall of holding tank.
Preferably, scales used for observing whether two adjacent scales are subjected to relative contusion are arranged on the scales.
Preferably, the holding tank is covered with a protective fence with a supporting function, and the protective fence is provided with an observation hole or a transparent observation window for observing the scales.
Preferably, the shape of the pool body is a square box body, the plastic concrete post-pouring belt at the pool bottom comprises a vertical plastic concrete post-pouring belt extending along the length direction of the pool bottom and a transverse plastic concrete post-pouring belt extending along the width direction of the pool bottom, the two groups of plastic concrete post-pouring belts are perpendicular to each other to form a cross-shaped layout, and the transverse plastic concrete post-pouring belt blocks the vertical plastic concrete post-pouring belt to cut off the waist, so that the vertical plastic concrete post-pouring section is divided into more than two post-pouring units; the length direction of the scale on the transverse plastic concrete post-cast strip is parallel to the length direction of the vertical plastic concrete post-cast strip, and the length direction of the scale on the vertical plastic concrete post-cast strip is parallel to the length direction of the transverse plastic concrete post-cast strip.
Preferably, an extension bar extends outwardly from the outer wall of the receiving groove, and the extension bar is fixed to the mesh reinforcement in the associated reinforced concrete section.
Preferably, the scale runs through the holding tank cell wall and stretches out the outer wall of holding tank along length direction, and this extension forms the extension rod, the extension rod stretches into in the matched with reinforced concrete district.
Preferably, the lowest part of the pool bottom is positioned at the plastic concrete post-cast strip of the pool bottom; the holding tank constitutes the flowing back canal that is used for getting rid of the leachate simultaneously, and the leachate is with leachate drainage to outside collection liquid equipment through the both ends notch of flowing back canal.
Preferably, leachate guiding pipes are arranged at the position of the pool bottom plastic concrete post-cast strip below the containing groove, and are uniformly distributed along the length direction of the pool bottom plastic concrete post-cast strip in sequence, and the liquid outlet ends of the leachate guiding pipes are communicated to external alarm equipment.
Preferably, armpits are uniformly arranged between the pool bottom plastic concrete post-cast strip and the pool wall plastic concrete post-cast strip and between the pool bottom reinforced concrete area and the pool wall reinforced concrete area.
The invention has the beneficial effects that:
1) the plastic concrete material has the advantages of small elastic modulus, good crack resistance and impermeability, good fluidity and cohesiveness and the like, and the elastic modulus of the plastic concrete material can be reduced to one dozen times of that of common concrete. Although plastic concrete has good deformability, the application scenarios of the plastic concrete are limited. Based on the above, the invention provides a plastic concrete combined garbage pool, which aims to solve the existing problems. The invention not only concentrates the phenomena of sedimentation deformation and leakage by establishing the vulnerable section, but also can timely and efficiently realize the online monitoring of the vulnerable section, even can remedy the vulnerable section at the beginning of the sedimentation deformation, and has the advantages of simple maintenance and repair.
2) Compared with the existing large garbage pool, the large garbage pool is artificially divided into a plurality of areas, and the areas are uniformly connected by the relatively flexible plastic concrete post-pouring belts, so that the deformation coordination capacity of the whole structure is improved, and the capacity of resisting sedimentation and temperature deformation is increased.
3) The plastic concrete post-cast strip is reasonably utilized and matched with the scale with scales, so that the plastic concrete post-cast strip has additional functions and is simpler to construct.
4) The strength of the plastic concrete post-pouring belt is lower than that of common concrete so as to form a vulnerable section. When the plastic concrete post-cast strip is subjected to large uneven deformation, the plastic concrete post-cast strip cracks first, so that protection is provided for other areas, the plastic concrete post-cast strip becomes a structural fuse, and the integrity of other areas is ensured. The scales are arranged on the plastic concrete post-cast strip at the bottom of the pool, so that the pool body is bound to generate the buckling and the structural deformation firstly if the pool body is cracked, and the buckling and the structural deformation firstly occur on the plastic concrete post-cast strip, and the scales which are parallel to each other and are positioned on the plastic concrete post-cast strip at the bottom of the pool are displayed through the deviation of the scales at the first time, so that the plastic concrete post-cast strip has the advantages of early discovery and early solution.
5) The armpit is arranged in each area in a large quantity, so that the integrity of the area is guaranteed, the strength of the area is increased, and the fuse function of the plastic concrete post-cast strip is guaranteed. Meanwhile, due to the good integrity, the structural stability can be ensured under the condition that the plastic concrete post-cast strip needs to be dismantled and re-paved.
6) The staff gauge forms a similar fence structure, and a protective fence can be arranged above the staff gauge to protect the staff gauge. Meanwhile, the containing groove arranged on the plastic concrete post-pouring belt also forms a liquid drainage channel, so that the function of continuously collecting leachate can be normally achieved before leakage occurs, the relative dryness of garbage in the garbage pool is ensured, and the corrosion effect of the leachate on the pool body is reduced. The accommodating tank can be integrally formed on the pool bottom plastic concrete post-cast strip, or can be made of angle steel-shaped stainless steel materials and erected on the upper surface of the pool bottom plastic concrete post-cast strip; the invention can consider adopting an independent component, so that the holding tank can not only normally guide the leachate, but also can not increase the self strength of the plastic concrete post-cast strip, thereby achieving multiple purposes.
7) Even in the daily decontamination inspection process, the inspection of the scale is omitted; once leachate flows out from the leachate guide pipe, the plastic concrete post-cast strip serving as a fuse can be judged to crack immediately, and the structure is easy to find out leakage and is easy to remedy in time.
8) The garbage pool provided by the invention has the advantages that except for the plastic concrete post-cast strip, the integrity and the strength of the other areas, namely the reinforced concrete area are high, and the plastic concrete post-cast strip is mainly needed to be repaired in the maintenance stage; the post-cast area formed by the plastic concrete post-cast strip has low strength, and is simple to dismantle and rearrange, thereby being beneficial to maintenance and repair.
Drawings
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is a schematic view of the construction of the present invention;
FIGS. 3-5 are views showing the fitting state of the wet concrete post-cast strip with the middle section;
FIG. 6 is a view showing the arrangement of the marker post;
FIG. 7 is a schematic view of a corner region;
fig. 8 is a schematic structural view of the middle region.
The actual correspondence between each label and the part name of the invention is as follows:
a-corner region b-middle region
11-pool bottom reinforced concrete zone 12-pool wall reinforced concrete zone
21-pool bottom plastic concrete post-cast strip 21 a-vertical plastic concrete post-cast strip
21 b-transverse plastic concrete post-cast strip 22-pool wall plastic concrete post-cast strip
31-accommodating groove 32-scale 32 a-scale 33-extension rod
40-haunch
Detailed Description
For ease of understanding, the specific construction and operation of the present invention is further described herein with reference to FIGS. 1-8:
in the embodiment shown in fig. 1-8, the invention includes four corner regions a, several middle regions b, and five wet concrete post-cast strips. Two of the plastic concrete post-cast strips form two groups of transverse plastic concrete post-cast strips 21b, and the post-cast units represented by the other three plastic concrete post-cast strips are matched together to form a group of vertical plastic concrete post-cast strips 21 a. The plastic concrete post-cast strips are positioned with respect to each other, thereby serving to connect the corner regions a and the middle region b and to cooperatively deform. The corner regions a and the middle region b are formed by traditional reinforced concrete regions, so that the tank body has required integrity and use strength.
As shown in fig. 1-2 and fig. 7, the corner regions a are located at four corners of the tank body, and the corner regions a are composed of two reinforced concrete regions 12 on the tank wall and one reinforced concrete region 11 on the tank bottom, and are formed by pouring commercially available impermeable concrete and reinforcing steel bars. During construction, the pool wall reinforced concrete area 12 is erected on the pool bottom reinforced concrete area 11 and connected with each other, and each joint is provided with an armpit 40.
The middle area b is positioned in the middle section of the tank body, consists of a reinforced concrete area 12 on one side of the tank wall and a reinforced concrete area 11 on the two sides of the tank bottom, and is also formed by pouring commercially available impermeable concrete and reinforcing steel bars. During construction, the pool wall reinforced concrete area 12 is erected on the pool bottom reinforced concrete area 11 and connected with each other, and each joint is provided with an armpit 40.
The plastic concrete component comprises cement, expansive soil, clay, silica fume, fly ash, polyvinyl alcohol fiber, water reducing agent, pebble, sand and the like. The bottom plastic concrete post-cast strips 21 and the bottom areas of the middle area b and the corner area a are flush with each other, and the wall plastic concrete post-cast strips 22 and the wall areas of the middle area b and the corner area a are flush with each other, finally forming the tank body as shown in fig. 1-2.
In the case of the wet concrete post-cast strip, the wall portion of the tank body is formed by casting a conventional mesh reinforcement and wet concrete, and the bottom portion of the tank body is formed by casting a body of the mesh reinforcement and wet concrete, or is integrally or separately provided with the receiving groove 31 as shown in fig. 2 to 6 at the upper surface of the wet concrete post-cast strip 21. The receiving groove 31 may be formed as an integral structure with the safety fence, although the safety fence may be installed later. The two opposite groove walls of the accommodating groove 31 are formed with a matching structure with staggered teeth by the scale 32 with the scale 32a in fig. 6, so that whether the whole structure generates the buckling and the structural deformation condition can be judged by the deformation of the scale 32.
For the scale 32, while the same plastic concrete post-cast strip is ensured to be parallel to each other, on one hand, the scale 32 on the same plastic concrete post-cast strip needs to be vertical to the length direction of the plastic concrete post-cast strip; on the other hand, each scale 32 can be directly cantilever-mounted on the side wall of the receiving groove 31, as shown in fig. 3-5, or can directly penetrate through the receiving groove 31 and extend to the reinforced concrete area through the extension rod 33 as shown in fig. 6, so that the sensing range of the scale 32 can be further increased by sensing the stress change of the reinforced concrete area. If the scale 32 is simply mounted on the receiving groove 31, the extension bar 33 at the outer wall of the receiving groove 31 is actually a part of the mesh reinforcement of the reinforced concrete section, and the extension bar 33 is fixed only on the receiving groove 31, so that the effect of influencing the scale 32 can be achieved by the deformation of the mesh reinforcement, and the construction can be easily carried out.
It will, of course, be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but rather includes the same or similar structures that 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 invention 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.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
The techniques, shapes, and configurations not described in detail in the present invention are all known techniques.
Claims (9)
1. The utility model provides a large-scale plastic concrete combined garbage pond, includes the cell body, and the cell body includes bottom of the pool and pool wall, its characterized in that: the pool bottom is divided into more than two sections of pool bottom reinforced concrete areas (11), and the adjacent pool bottom reinforced concrete areas (11) are connected with each other through pool bottom plastic concrete post-pouring belts (21); the two ends of the pool bottom plastic concrete post-cast strip (21) are provided with pool wall plastic concrete post-cast strips (22), the pool wall reinforced concrete area (12) is correspondingly arranged at the pool bottom reinforced concrete area (11), and the pool wall reinforced concrete area (12) is matched with the pool wall plastic concrete post-cast strip (22) to form the pool wall;
the upper surface of the pool bottom plastic concrete post-cast strip (21) is concavely provided with an accommodating groove (31) with the length direction parallel to the length direction of the pool bottom plastic concrete post-cast strip (21), opposite groove walls of the accommodating groove (31) extend in a cantilever shape opposite to each other to form scales (32), and the scales (32) are parallel to each other and arranged in the same plane; each scale (32) which is positioned on the same side of the accommodating groove (31) and is in comb-tooth-shaped distribution, the scales (32) which are positioned on the opposite side of the groove wall extend oppositely to form tooth surface meshing distribution, and gaps are reserved between the adjacent two mutually matched scales (32) and between the cantilever end of the scale (32) and the corresponding groove wall of the accommodating groove (31).
2. The large plastic concrete combined garbage pool as claimed in claim 1, wherein: scales (32a) used for observing whether two adjacent scales (32) are relatively moved are arranged on the scales (32).
3. The large plastic concrete combined garbage pool as claimed in claim 2, wherein: a protective fence with a bearing function is covered on the accommodating groove (31), and an observation hole or a transparent observation window for observing the scale (32a) is formed in the protective fence.
4. A large-sized plastic concrete combined garbage pond according to claim 1, 2 or 3, characterized in that: the pool body is in a square box shape, the plastic concrete post-pouring belt (21) at the bottom of the pool comprises a vertical plastic concrete post-pouring belt (21a) extending along the length direction of the bottom of the pool and a transverse plastic concrete post-pouring belt (21b) extending along the width direction of the bottom of the pool, the two groups of plastic concrete post-pouring belts are perpendicular to each other to form a cross-shaped layout, and the transverse plastic concrete post-pouring belt (21b) blocks the waist of the vertical plastic concrete post-pouring belt (21a) to cut off, so that the vertical plastic concrete post-pouring section is divided into more than two post-pouring units; the length direction of the scale (32) on the transverse plastic concrete post-cast strip (21b) is parallel to the length direction of the vertical plastic concrete post-cast strip (21a), and the length direction of the scale (32) on the vertical plastic concrete post-cast strip (21a) is parallel to the length direction of the transverse plastic concrete post-cast strip (21 b).
5. The large-scale plastic concrete combined garbage pool according to claim 4, wherein: an extension rod (33) extends outwards from the outer wall of the accommodating groove (31), and the extension rod (33) is fixed with the reinforcing mesh in the matched reinforced concrete area.
6. The large-scale plastic concrete combined garbage pool of claim 4, wherein: the scale (32) penetrates through the groove wall of the accommodating groove (31) along the length direction and extends out of the outer wall of the accommodating groove (31), the extending part forms an extension rod (33), and the extension rod (33) extends into the matched reinforced concrete area.
7. A large-sized plastic concrete combined garbage pond according to claim 1, 2 or 3, characterized in that: the lowest part of the pool bottom is positioned at a plastic concrete post-cast strip (21) of the pool bottom; holding tank (31) constitute the flowing back ditch that is used for getting rid of the leachate simultaneously, and the leachate drains leachate to outside album liquid equipment through the both ends notch of flowing back ditch.
8. A large-sized plastic concrete combined garbage pond according to claim 1, 2 or 3, characterized in that: leachate guide pipes are arranged at the position of the pool bottom plastic concrete post-cast strip (21) below the containing groove (31), and are uniformly distributed along the length direction of the pool bottom plastic concrete post-cast strip (21) in sequence, and the liquid outlet ends of the leachate guide pipes are communicated to external alarm equipment.
9. A large-sized plastic concrete combined garbage pond according to claim 1, 2 or 3, characterized in that: armpit (40) are uniformly arranged between the pool bottom plastic concrete post-cast strip (21) and the pool wall plastic concrete post-cast strip (22) and between the pool bottom reinforced concrete area (11) and the pool wall reinforced concrete area (12).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210185041.7A CN114737809B (en) | 2022-02-28 | 2022-02-28 | Large plastic concrete combined garbage pool |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210185041.7A CN114737809B (en) | 2022-02-28 | 2022-02-28 | Large plastic concrete combined garbage pool |
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| CN114737809B CN114737809B (en) | 2023-09-15 |
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2022
- 2022-02-28 CN CN202210185041.7A patent/CN114737809B/en active Active
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| DE4335877A1 (en) * | 1993-10-18 | 1995-04-20 | Betonwerk Rethwisch Gmbh | Ballast-less superstructure with concrete sleepers |
| KR20030017901A (en) * | 2001-08-25 | 2003-03-04 | 이현주 | Construction Method of Clay Liner of Waste Land-fill Site |
| CN101220713A (en) * | 2008-01-23 | 2008-07-16 | 浙江中成建工集团有限公司 | No-leakage structure of steel reinforced concrete pool and well, and leakage preventing method |
| CN107298557A (en) * | 2017-06-07 | 2017-10-27 | 重庆聚融建设（集团）股份有限公司 | The concrete production method of building waste and waste water |
| CN111350268A (en) * | 2018-12-23 | 2020-06-30 | 哈密西部建设有限责任公司 | Construction method of concrete structure self-waterproof system in sewage treatment engineering |
| CN212105092U (en) * | 2020-03-20 | 2020-12-08 | 广东万晖建设工程有限公司 | Concrete pouring steel formwork for highway bridge |
| CN112663774A (en) * | 2021-01-18 | 2021-04-16 | 中铁八局集团有限公司 | Construction method of unbonded prestressed large-diameter reinforced concrete thin-wall circular water tank |
| CN113588877A (en) * | 2021-07-16 | 2021-11-02 | 中国能源建设集团安徽电力建设第一工程有限公司 | Concrete garbage tank body seepage and corrosion monitoring early warning system |
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Address after: No. 193, Tunxi Road, Hefei City, Anhui Province Patentee after: Hefei University of Technology Patentee after: China Energy Construction Group Co.,Ltd. Patentee after: Guangzhou environmental investment Conghua environmental protection energy Co.,Ltd. Address before: Tunxi road in Baohe District of Hefei city of Anhui Province, No. 193 230009 Patentee before: Hefei University of Technology Patentee before: China Energy Engineering Group Anhui No.1 Electric Power Construction Co.,Ltd. Patentee before: Guangzhou environmental investment Conghua environmental protection energy Co.,Ltd. |