CN117127576A - Reinforced buoyancy plate structure for sludge pond sealing system and construction method - Google Patents
Reinforced buoyancy plate structure for sludge pond sealing system and construction method Download PDFInfo
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- CN117127576A CN117127576A CN202311053228.2A CN202311053228A CN117127576A CN 117127576 A CN117127576 A CN 117127576A CN 202311053228 A CN202311053228 A CN 202311053228A CN 117127576 A CN117127576 A CN 117127576A
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- buoyancy
- woven cloth
- plate structure
- sludge pond
- reinforced
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Revetment (AREA)
Abstract
The invention discloses a reinforced buoyancy plate structure used in a sludge pond sealing system and a construction method thereof. The invention has the beneficial effects that: according to the invention, the buoyancy blocks are closely spliced and vertically crossed and woven by using the woven cloth, and the buoyancy blocks are woven into an integral buoyancy block, so that the integral stability of the integral buoyancy layer can be ensured, the construction safety and quality requirements are met, the polypropylene woven cloth reinforcing material can be customized in a factory, the field splicing is not needed, the construction quality is ensured, the construction period and the cost are saved, and the method is safe and reliable.
Description
Technical Field
The invention relates to the technical field of sludge pond sealing, in particular to a reinforced buoyancy plate structure used in a sludge pond sealing system and a construction method.
Background
At present, most of sludge pond sealing engineering mostly adopts a layer of thin wood plates to connect the upper surface and the lower surface of a foam plate respectively, or uses ropes to connect after wrapping a single foam plate.
1. The Chinese patent discloses a construction method of an in-situ ecological restoration system for a sludge pond site (publication number: CN 107366251A), which is characterized in that: the buoyancy layer, the reinforcement layer, the percolate collecting system, the gas collecting system, the horizontal impermeable layer, the rainwater collecting system, the covering support soil layer and the nutrient vegetation layer are arranged from bottom to top. The method can economically, rapidly and effectively carry out field covering treatment on the sludge pond, adapt to the sedimentation deformation caused by digestion and degradation of the sludge, and improve and recover the surrounding ecological environment of the sludge pond.
The prior art has the advantages of higher construction cost and slow construction speed, and particularly, temporary seepage prevention measures are added under the condition that the construction cannot be rapidly closed in rainy seasons, so that the integral progress of sludge pond sealing construction is influenced.
Therefore, it is necessary to provide a reinforced buoyancy plate structure and a construction method for the sludge pond sealing system.
Disclosure of Invention
Aiming at the defects in the prior art, the invention aims to provide a reinforced buoyancy plate structure and a construction method for a sludge pond sealing system so as to solve the problems.
A consolidate buoyancy plate structure for in sludge pond sealing system, includes buoyancy piece and plaited cloth, a plurality of through plaited cloth assembling into buoyancy strip between the buoyancy piece, assemble into buoyancy plate through plaited cloth between a plurality of buoyancy strip.
The buoyancy blocks are alternately woven through woven cloth.
The buoyancy strips are cross-woven through woven cloth.
Preferably, the buoyancy block is a polystyrene foam plate.
Preferably, the woven cloth is a polypropylene woven cloth.
Preferably, the thickness of the buoyancy block is set according to the planar size and bearing capacity of the sludge pond.
Preferably, the thickness of the buoyancy block is 300mm ～ 600mm, the length and width of the buoyancy block are 6000mm multiplied by 1200mm.
Preferably, the width of the braiding cloth is slightly smaller than the width of the buoyancy block.
A construction method for reinforcing a buoyancy plate structure in a sludge pond sealing system comprises the following steps:
s1, preparing materials, namely selecting a buoyancy block with proper thickness according to the requirement of the bearing capacity of a substrate, and customizing woven cloth with corresponding size according to the size of the buoyancy block;
s2, a plurality of buoyancy blocks are laid into buoyancy plates in staggered joint mode;
s3, closely splicing upper and lower cross-woven reinforced buoyancy plates by adopting woven cloth;
and S4, spreading and tensioning the woven cloth again, and anchoring the end head of the woven cloth.
Compared with the prior art, the invention has the beneficial effects that:
according to the invention, the buoyancy blocks are closely spliced and vertically crossed and woven by using the woven cloth, and the buoyancy blocks are woven into an integral buoyancy block, so that the integral stability of the integral buoyancy layer can be ensured, the construction safety and quality requirements are met, the polypropylene woven cloth reinforcing material can be customized in a factory, the field splicing is not needed, the construction quality is ensured, the construction period and the cost are saved, and the method is safe and reliable.
Drawings
FIG. 1 is a block diagram of a reinforcing buoyancy plate for use in a sludge blanket system of the present invention;
FIG. 2 is a block diagram of a buoyancy strip according to the present invention;
FIG. 3 is a cross-sectional connection block diagram of the buoyancy block of the present invention;
fig. 4 is a flow chart of the construction method of the present invention.
Reference numerals in the drawings: 1. a buoyancy block; 2. weaving cloth; 3. a buoyancy bar; 4. a buoyancy plate.
Detailed Description
It should be noted that, without conflict, the embodiments of the present invention and features of the embodiments may be combined with each other.
In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first", "a second", etc. may explicitly or implicitly include one or more such feature. In the description of the present invention, unless otherwise indicated, the meaning of "a plurality" is two or more.
In the description of the present invention, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art in a specific case.
Embodiments of the invention are described in detail below with reference to the attached drawings, but the invention can be implemented in a number of different ways, which are defined and covered by the claims.
As shown in fig. 1 and combined with fig. 2 to 4, the reinforced buoyancy plate structure for the sludge pond sealing system comprises buoyancy blocks 1 and woven cloth 2, wherein a plurality of buoyancy blocks 1 are assembled into buoyancy strips 3 through the woven cloth 2, and a plurality of buoyancy strips 3 are assembled into buoyancy plates 4 through the woven cloth 3.
The buoyancy blocks 1 are cross-woven through woven cloth 2.
The buoyancy strips 3 are cross-woven through woven cloth 2.
Furthermore, the buoyancy block 1 adopts a polystyrene foam plate, and the EPS plate (expandable polystyrene plate) has the advantages of light weight, low cost, low heat conductivity, small water absorption, good electric insulation performance, sound insulation, shock resistance, moisture resistance, simple forming process and the like.
Further, the woven fabric 2 is a polypropylene woven fabric.
The polypropylene woven cloth has high strength, and can keep sufficient strength and elongation in a dry and wet state due to the use of plastic fibers; corrosion resistance can be realized in soil and water with different pH values for a long time; the water permeability is good, and gaps are formed among fibers, so that the water permeability is good; the microbial resistance is good, and the microbial resistance and the worm-eaten performance are not damaged; the construction is convenient, and the transportation, the laying and the construction are convenient because the materials are light and flexible.
Further, the thickness of the buoyancy block 1 is set according to the planar size and the bearing capacity of the sludge pond.
Further, the thickness of the buoyancy block 1 is 300mm ～ 600mm, the length and width of the buoyancy block 1 is 6000mm multiplied by 1200mm.
Further, the width of the woven cloth 2 is slightly smaller than the width of the buoyancy block.
A construction method for reinforcing a buoyancy plate structure in a sludge pond sealing system comprises the following steps:
s1, preparing materials, namely selecting a buoyancy block with proper thickness according to the requirement of the bearing capacity of a substrate, and customizing woven cloth with corresponding size according to the size of the buoyancy block;
s2, a plurality of buoyancy blocks 1 are laid in staggered joint mode to form a buoyancy plate 4;
s3, closely splicing the upper and lower cross-woven reinforced buoyancy plates 4 by adopting woven cloth 2;
s4, spreading and tensioning the woven cloth 2 again, and anchoring the end of the woven cloth 2.
Compared with the prior art, the invention has the beneficial effects that:
according to the invention, the buoyancy blocks 1 are closely spliced and vertically crossed and woven by the woven cloth 2, the buoyancy blocks 1 are woven into the integral buoyancy block 1, the integral stability of the whole buoyancy layer can be ensured, the construction safety and quality requirements are met, the polypropylene woven cloth reinforcing material can be customized in a factory, the field splicing is not needed, the construction quality is ensured, the construction period and the cost are saved, and the method is safe and reliable.
The buoyancy blocks 1 are assembled into buoyancy strips 3 through the cross braiding of the braiding cloth 2, and the buoyancy strips 3 are assembled into buoyancy plates 4 through the cross braiding of the braiding cloth 3.
The buoyancy block 1 is paved and adopts staggered joint paving, through joints are avoided being formed, the buoyancy block 1 is paved and the construction of the woven cloth 2 is alternately carried out, after a section of length is paved, the tensioning condition of the woven cloth 2 is checked, two adjacent woven cloths 2 are arranged in a staggered mode up and down, the woven cloth 2 is paved flatly, the woven cloth 2 is in a tight state and cannot be provided with wrinkles, gaps cannot be reserved between the two adjacent woven cloths, uneven stress of the local buoyancy block 1 (polystyrene foam board) is avoided being extruded or offset, and therefore the integrity of the buoyancy board 4 is affected.
The foregoing description is only of the preferred embodiments of the present invention and is not intended to limit the scope of the invention, and all equivalent structures or equivalent processes using the descriptions and drawings of the present invention or directly or indirectly applied to other related technical fields are included in the scope of the invention.
Claims (9)
1. A consolidate buoyancy plate structure for in sludge pond sealing system, its characterized in that: the buoyancy block (1) and the woven cloth (2) are included, a plurality of buoyancy blocks (1) are assembled into buoyancy strips (3) through the woven cloth (2), and a plurality of buoyancy strips (3) are assembled into buoyancy plates (4) through the woven cloth (3).
2. A reinforced buoyancy plate structure for use in a sludge pond sealing system as claimed in claim 1, wherein: the buoyancy blocks (1) are cross-woven through woven cloth (2).
3. A reinforced buoyancy plate structure for use in a sludge pond sealing system as claimed in claim 1, wherein: the buoyancy strips (3) are cross-woven through woven cloth (2).
4. A reinforced buoyancy plate structure for use in a sludge pond sealing system as claimed in claim 1, wherein: the buoyancy block (1) adopts a polystyrene foam plate.
5. A reinforced buoyancy plate structure for use in a sludge pond sealing system as claimed in claim 1, wherein: the woven cloth (2) is made of polypropylene woven cloth.
6. A reinforced buoyancy plate structure for use in a sludge pond sealing system as claimed in claim 1, wherein: the thickness of the buoyancy block (1) is set according to the plane size and bearing capacity of the sludge pond.
7. A reinforced buoyancy plate structure for use in a sludge pond sealing system as claimed in claim 1, wherein: the thickness of the buoyancy block (1) is 300mm ～ 600mm, the length and width of the buoyancy block (1) are 6000mm multiplied by 1200mm.
8. A reinforced buoyancy plate structure for use in a sludge pond sealing system as claimed in claim 1, wherein: the width of the woven cloth (2) is slightly smaller than that of the buoyancy block (1).
9. A method of constructing a reinforced buoyancy plate structure for use in a sludge pond enclosure system as claimed in any one of claims 1 to 8, wherein: the method comprises the following steps:
s1, preparing materials, namely selecting a buoyancy block (1) with proper thickness according to the requirement of the bearing capacity of a substrate, and customizing woven cloth with corresponding size according to the size of the buoyancy block (1);
s2, a plurality of buoyancy blocks (1) are laid into buoyancy plates (4) in staggered joint mode;
s3, closely splicing the upper and lower cross-woven reinforced buoyancy plates (4) by adopting the woven cloth (2);
s4, spreading and tensioning the woven cloth (2) again, and anchoring the end of the woven cloth (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311053228.2A CN117127576A (en) | 2023-08-18 | 2023-08-18 | Reinforced buoyancy plate structure for sludge pond sealing system and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311053228.2A CN117127576A (en) | 2023-08-18 | 2023-08-18 | Reinforced buoyancy plate structure for sludge pond sealing system and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN117127576A true CN117127576A (en) | 2023-11-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311053228.2A Pending CN117127576A (en) | 2023-08-18 | 2023-08-18 | Reinforced buoyancy plate structure for sludge pond sealing system and construction method |
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| CN (1) | CN117127576A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118745730A (en) * | 2024-08-13 | 2024-10-08 | 北京高能时代环境技术股份有限公司 | A load-bearing reinforcement construction method before landfill closure |
-
2023
- 2023-08-18 CN CN202311053228.2A patent/CN117127576A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118745730A (en) * | 2024-08-13 | 2024-10-08 | 北京高能时代环境技术股份有限公司 | A load-bearing reinforcement construction method before landfill closure |
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