CN114737809B - Large plastic concrete combined garbage pool - Google Patents
Large plastic concrete combined garbage pool Download PDFInfo
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- CN114737809B CN114737809B CN202210185041.7A CN202210185041A CN114737809B CN 114737809 B CN114737809 B CN 114737809B CN 202210185041 A CN202210185041 A CN 202210185041A CN 114737809 B CN114737809 B CN 114737809B
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- wall
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- 239000004567 concrete Substances 0.000 title claims abstract description 109
- 229920003023 plastic Polymers 0.000 title claims abstract description 103
- 239000010813 municipal solid waste Substances 0.000 title claims abstract description 23
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 39
- 239000007788 liquid Substances 0.000 claims description 7
- 230000001681 protective effect Effects 0.000 claims description 7
- 210000005056 cell body Anatomy 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 244000126211 Hericium coralloides Species 0.000 claims description 2
- 239000002131 composite material Substances 0.000 claims 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
- 210000002421 cell wall Anatomy 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 8
- 238000012423 maintenance Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 208000034656 Contusions Diseases 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
- 230000037237 body shape Effects 0.000 description 1
- 239000004568 cement Substances 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
- 238000005202 decontamination Methods 0.000 description 1
- 230000003588 decontaminative effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect 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
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000003550 marker Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 230000002787 reinforcement 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
- 239000004575 stone Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- 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
Landscapes
- 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 tank body, wherein the tank bottom is divided into more than two sections of tank bottom reinforced concrete areas, and the adjacent tank bottom reinforced concrete areas are connected with each other through a tank bottom plastic concrete post-pouring belt; two ends of the pool bottom plastic concrete post-pouring belt are provided with pool wall plastic concrete post-pouring belts, the pool wall reinforced concrete areas are correspondingly arranged at the pool bottom reinforced concrete areas, and the pool wall reinforced concrete areas and the pool wall plastic concrete post-pouring belts are matched to form the pool wall; the upper surface department of bottom of pool plastic concrete post-cast strip concave is equipped with the holding tank, and the extension of cantilever form that the relative cell wall department of holding tank faced each other has the scale, all has the gap between two adjacent scale that cooperate each other and between the cantilever end of scale and the corresponding cell wall of holding tank. The invention not only concentrates sedimentation deformation and leakage phenomena by establishing the vulnerable section, but also can realize on-line monitoring of the vulnerable section timely 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 the large garbage pool is included in the construction of the garbage incineration plant, garbage in the garbage pool contains a large amount of heavy metals, and once the pool body leaks, serious pollution can be generated to the soil. The garbage pool has the characteristics of large volume and wide occupied area, in actual engineering, foundation conditions in the range of the pool body are complex, cast-in-situ work load is large, and concrete hydration heat influence is large, so that temperature deformation and uneven settlement deformation conditions are easy to generate in the service life of the pool body, cracks are generated along with the deformation conditions, and leakage problems occur. Because the soil body is located below the garbage pool and covered by the garbage pool, the problem of leakage of the garbage pool is difficult to find, and once the problem is found, the situation is very bad, so that the repair difficulty is high, and the problem needs to be solved.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, provides a large plastic concrete combined garbage pool, not only concentrates sedimentation deformation and leakage phenomena by establishing a vulnerable section, but also can timely and efficiently realize on-line monitoring of the vulnerable section, and even can remedy the vulnerable section at the beginning of sedimentation deformation, and has the advantages of simple maintenance and repair.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
the utility model provides a large-scale plastic concrete combination rubbish 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; two ends of the pool bottom plastic concrete post-pouring belt are provided with pool wall plastic concrete post-pouring belts, the pool wall reinforced concrete areas are correspondingly arranged at the pool bottom reinforced concrete areas, and the pool wall reinforced concrete areas and the pool wall plastic concrete post-pouring belts are matched to form the pool wall;
the upper surface of the pool bottom plastic concrete post-pouring belt is concavely provided with a containing groove with the length direction parallel to the length direction of the pool bottom plastic concrete post-pouring belt, cantilever-shaped extending scales are opposite to each other at the opposite groove walls of the containing groove, and the scales are parallel to each other and are arranged on the same plane; each scale at the same side groove wall of the accommodating groove is distributed in a comb tooth shape, scales at the groove walls of two opposite sides extend in opposite directions to form tooth surface meshed distribution, and gaps are reserved between two adjacent scales matched with each other and between the cantilever ends of the scales and the corresponding groove walls of the accommodating groove.
Preferably, scales for observing whether relative frustration occurs on two adjacent scales are arranged on the scales.
Preferably, the holding groove is covered with a layer of protective fence with a bearing 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 square box body shape, the pool bottom plastic concrete post-cast strip comprises a vertical plastic concrete post-cast strip extending along the length direction of the pool bottom and a transverse plastic concrete post-cast strip extending along the width direction of the pool bottom, the two groups of plastic concrete post-cast strips are mutually perpendicular to form a cross-shaped layout, and the transverse plastic concrete post-cast strip blocks the vertical plastic concrete post-cast strip, so that the vertical plastic concrete post-cast section is divided into more than two sections of post-cast units; the length direction of the scale on the transverse plastic concrete post-pouring belt is parallel to the length direction of the vertical plastic concrete post-pouring belt, and the length direction of the scale on the vertical plastic concrete post-pouring belt is parallel to the length direction of the transverse plastic concrete post-pouring belt.
Preferably, an extension rod is extended outwardly from the outer wall of the receiving groove, and the extension rod and the mesh reinforcement in the matched reinforced concrete area are fixed to each other.
Preferably, the scale extends in the length direction through the wall of the receiving groove and out of the outer wall of the receiving groove, the extension forming an extension rod which extends into the cooperating reinforced concrete area.
Preferably, the lowest part of the pool bottom is positioned at the post-pouring zone of the pool bottom plastic concrete; the holding tank constitutes simultaneously and is used for getting rid of the flowing back canal of leachate, and leachate is drained to outside liquid collecting device through the both ends notch of flowing back canal with leachate.
Preferably, the leachate guiding pipes are arranged at the position of the pool bottom plastic concrete post-pouring belt below the accommodating groove, the leachate guiding pipes are uniformly distributed in sequence along the length direction of the pool bottom plastic concrete post-pouring belt, and the liquid outlet ends of the leachate guiding pipes are communicated with external alarm equipment.
Preferably, haunching is uniformly distributed between the pool bottom plastic concrete post-pouring belt and the pool wall plastic concrete post-pouring belt 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, etc., and the elastic modulus can be as low as several tenths of that of common concrete. Plastic concrete has a limited application range, although it has a good deformability. Based on the above, the invention provides a plastic concrete combined garbage pool to solve the existing problems. The invention not only can concentrate sedimentation deformation and leakage phenomena by establishing the vulnerable section, but also can timely and efficiently realize on-line monitoring of the vulnerable section, and can remedy the vulnerable section even at the beginning of sedimentation deformation occurrence, 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 each area is uniformly connected by the relatively flexible plastic concrete post-pouring belt, so that the deformation coordination capacity of the whole structure is improved, and the capacity of resisting sedimentation and temperature deformation of the whole structure is increased.
3) The plastic concrete post-pouring belt is reasonably utilized, and matched with the scale with scales, so that the plastic concrete post-pouring belt has additional functions and is simpler in construction.
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 can crack at first, which is equivalent to providing protection for other areas, becomes a fuse of a structure, and ensures the integrity of other areas. Because the scales are arranged on the post-pouring zone of the plastic concrete at the bottom of the pool, if the pool body is required to crack, the contusion and the structural deformation are caused to occur firstly, and at the moment, the scales which are parallel to each other and positioned on the post-pouring zone of the plastic concrete at the bottom of the pool are displayed through the deviation of the scales, so that the invention has the advantages of early discovery and early solution.
5) The armpit is arranged in a large number in each area, so that the integrity of the area is ensured, the strength of the area is increased, and the fuse function of the plastic concrete post-cast strip is ensured. 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-laid.
6) The scale forms a similar fence structure, and a protective fence can be arranged above the scale at the same time to protect the scale. Meanwhile, the containing groove arranged on the plastic concrete post-pouring belt also forms a liquid draining channel, so that the function of continuously collecting the leachate can be normally realized before seepage occurs, the relative dryness of garbage in the garbage pool is ensured, and the erosion effect of the leachate on the pool body is reduced. The accommodating groove can be integrally formed on the pool bottom plastic concrete post-pouring belt, or can be made of angle steel stainless steel independently and erected on the upper surface of the pool bottom plastic concrete post-pouring belt; the invention can be considered to adopt independent components, so that the containing groove can normally guide the leachate, and the self strength of the plastic concrete post-pouring belt is not increased, thereby achieving multiple purposes.
7) Even in the routine decontamination inspection process, the inspection of the staff gauge is omitted; once the leachate flows out of the leachate guide pipe, the crack of the plastic concrete post-cast strip serving as a fuse can be immediately judged, and the structural seepage is easy to find and repair in time.
8) The garbage pool provided by the invention has the advantages that the integrity and the strength of other areas, namely the reinforced concrete area, are high except the plastic concrete post-pouring area, and the plastic concrete post-pouring area needs to be repaired in the maintenance stage; the post-cast area formed by the plastic concrete post-cast strip has low strength and is easy to dismantle and re-arrange, 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 structure of the present invention during construction;
3-5 are mating state diagrams of the plastic concrete post-cast strip and the middle zone;
FIG. 6 is a diagram of the arrangement of a marker post;
FIG. 7 is a schematic view of the structure of the corner region;
fig. 8 is a schematic structural view of the middle region.
The actual correspondence between each label and the component name of the invention is as follows:
a-corner region b-middle region
11-reinforced concrete area at bottom of pool 12-reinforced concrete area at wall of pool
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-receiving groove 32-scale 32 a-scale 33-extension rod
40-haunch
Detailed Description
For ease of understanding, the specific structure and operation of the present invention will be further described herein with reference to FIGS. 1-8:
in the embodiment shown in fig. 1-8, the present invention includes four corner regions a, several middle regions b, and five plastic concrete post-cast strips. Two plastic concrete post-cast strips form two groups of transverse plastic concrete post-cast strips 21b, and 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 21a. The plastic concrete post-cast strips are positioned on each other, thereby playing the roles of connecting the corner area a and the middle area b and coordinating the deformation. The corner area a and the middle area b are formed by traditional reinforced concrete areas, so that the cell body has the required integrity and use strength.
As shown in fig. 1-2 and fig. 7, corner areas a are positioned at four corners of the tank body, and each corner area a consists of a reinforced concrete area 12 of two side tank walls and a reinforced concrete area 11 of one side tank bottom, and is formed by pouring commercially available impermeable concrete and reinforced concrete. During construction, the reinforced concrete areas 12 of the tank wall stand above the reinforced concrete areas 11 of the tank bottom and are connected with each other, and armors 40 are respectively arranged at the joint positions.
The middle area b is positioned in the middle section of the tank body, and 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 formed by pouring commercially available impermeable concrete and reinforced steel bars. During construction, the reinforced concrete areas 12 of the tank wall stand above the reinforced concrete areas 11 of the tank bottom and are connected with each other, and armors 40 are respectively arranged at the joint positions.
The plastic concrete component comprises cement, expansive soil, clay, silica fume, fly ash, polyvinyl alcohol fiber, water reducing agent, stone, sand and the like. The pool bottom plastic concrete post-cast strips 21 and the pool bottom areas of the middle area b and the corner area a are flush with each other, and the pool wall plastic concrete post-cast strips 22 and the pool wall areas of the middle area b and the corner area a are flush with each other, so that the pool body shown in fig. 1-2 is finally formed.
For the plastic concrete post-cast strip, the wall part of the tank body is formed by casting a conventional reinforcing mesh and plastic concrete, and after the main body is formed by casting the reinforcing mesh and the plastic concrete, the tank bottom part is integrally or independently provided with a containing groove 31 as shown in fig. 2-6 at the upper surface of the tank bottom plastic concrete post-cast strip 21. The receiving groove 31 may be formed in an integral structure with the protective fence, but the protective fence may be installed at a later stage. The two opposite groove walls of the accommodating groove 31 form a tooth staggered matching structure through the scale 32 with the scale 32a in fig. 6, so that whether the whole structure is frustrated or not and the structure deformation condition can be judged through the deformation of the scale 32.
For the scaleplates 32, while the same plastic concrete post-cast strip is guaranteed to be parallel to each other, on one hand, the scaleplates 32 on the same plastic concrete post-cast strip need to be perpendicular to the length direction of the plastic concrete post-cast strip; on the other hand, each scale 32 may be directly cantilever-mounted at the side wall of the receiving groove 31, as shown in fig. 3 to 5, or may directly penetrate 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 variation of the reinforced concrete area. When the scale 32 is simply mounted on the receiving groove 31, the so-called extension rod 33 at the outer wall of the receiving groove 31 is actually a part of the reinforcing mesh of the reinforced concrete area, and the extension rod 33 is only fixed on the receiving groove 31, so that the effect of affecting the scale 32 can be achieved by the deformation of the reinforcing mesh, and the practical construction is easier.
It will be understood by those skilled in the art that the present invention is not limited to the details of the foregoing exemplary embodiments, but includes other specific forms of the same or similar structures that may be embodied 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 disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
The technology, shape, and construction parts of the present invention, which are not described in detail, are known in the art.
Claims (7)
1. The utility model provides a large-scale plastic concrete combination rubbish 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 each two adjacent pool bottom reinforced concrete areas (11) are connected with each other through a pool bottom plastic concrete post-pouring belt (21); two ends of the pool bottom plastic concrete post-pouring belt (21) are provided with pool wall plastic concrete post-pouring belts (22), the pool bottom reinforced concrete areas (11) are correspondingly provided with pool wall reinforced concrete areas (12), and the pool wall reinforced concrete areas (12) and the pool wall plastic concrete post-pouring belts (22) are matched to form the pool wall;
the upper surface of the pool bottom plastic concrete post-pouring belt (21) is concavely provided with a containing groove (31) with the length direction parallel to the length direction of the pool bottom plastic concrete post-pouring belt (21), cantilever-shaped extending rulers (32) which are opposite to each other are arranged at the opposite groove walls of the containing groove (31), and all the rulers (32) are parallel to each other and are arranged on the same plane; each scale (32) positioned on the same side groove wall of the accommodating groove (31) is distributed in a comb tooth shape, the scales (32) positioned on the groove walls on two opposite sides extend in opposite directions to form tooth surface meshed distribution, and gaps are reserved between two adjacent scales (32) matched with each other and between the cantilever ends of the scales (32) and the corresponding groove walls of the accommodating groove (31);
a scale (32 a) for observing whether the two adjacent scales (32) are relatively frustrated is arranged on the scales (32);
the pool body is square box-shaped, the pool bottom plastic concrete post-cast strip (21) comprises a vertical plastic concrete post-cast strip (21 a) which is arranged along the length direction of the pool bottom and a transverse plastic concrete post-cast strip (21 b) which is arranged along the width direction of the pool bottom, the two groups of plastic concrete post-cast strips are perpendicular to each other so as to form a cross-shaped layout, and the transverse plastic concrete post-cast strip (21 b) blocks and cuts off the vertical plastic concrete post-cast strip (21 a), so that the vertical plastic concrete post-cast section is divided into more than two sections of post-cast units; the length direction of the scale (32) on the transverse plastic concrete post-pouring belt (21 b) is parallel to the length direction of the vertical plastic concrete post-pouring belt (21 a), and the length direction of the scale (32) on the vertical plastic concrete post-pouring belt (21 a) is parallel to the length direction of the transverse plastic concrete post-pouring belt (21 b);
a leachate guiding pipe is arranged at the position of the pool bottom plastic concrete post-pouring belt (21) below the accommodating groove (31).
2. The large plastic concrete composite refuse receptacle of claim 1, further comprising: the upper cover of the accommodating groove (31) is covered with a layer of protective fence which has a bearing function, and an observation hole or a transparent observation window for observing the scale (32 a) is simultaneously formed at the protective fence.
3. The large plastic concrete composite refuse receptacle of claim 1, further comprising: an extension rod (33) is outwardly extended from the outer wall of the accommodating groove (31), and the extension rod (33) and the reinforcing mesh in the matched reinforced concrete area are fixed with each other.
4. The large plastic concrete composite refuse receptacle of claim 1, further comprising: the scale (32) penetrates the 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.
5. A large plastic concrete composite refuse receptacle according to claim 1 or 2, characterized in that: the lowest part of the pool bottom is positioned at a post-pouring zone (21) of plastic concrete at the pool bottom; the accommodating groove (31) simultaneously forms a liquid draining channel for draining the leachate, and the leachate is drained to an external liquid collecting device through the notch at the two ends of the liquid draining channel.
6. A large plastic concrete composite refuse receptacle according to claim 1 or 2, characterized in that: the leachate guiding pipes are sequentially and uniformly distributed along the length direction of the pool bottom plastic concrete post-pouring belt (21), and the liquid outlet ends of the leachate guiding pipes are communicated with external alarm equipment.
7. A large plastic concrete composite refuse receptacle according to claim 1 or 2, characterized in that: haunched (40) are uniformly distributed between the pool bottom plastic concrete post-pouring belt (21) and the pool wall plastic concrete post-pouring belt (22) and between the pool bottom reinforced concrete area (11) and the pool wall reinforced concrete area (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210185041.7A CN114737809B (en) | 2022-02-28 | 2022-02-28 | Large plastic concrete combined garbage pool |
Applications Claiming Priority (1)
| 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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| Publication Number | Publication Date |
|---|---|
| CN114737809A CN114737809A (en) | 2022-07-12 |
| CN114737809B true CN114737809B (en) | 2023-09-15 |
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| CN202210185041.7A Active CN114737809B (en) | 2022-02-28 | 2022-02-28 | Large plastic concrete combined garbage pool |
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| 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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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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