CN219260962U - Reinforced anti-slip geomembrane - Google Patents
Reinforced anti-slip geomembrane Download PDFInfo
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- CN219260962U CN219260962U CN202320105460.5U CN202320105460U CN219260962U CN 219260962 U CN219260962 U CN 219260962U CN 202320105460 U CN202320105460 U CN 202320105460U CN 219260962 U CN219260962 U CN 219260962U
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- layer
- cloth layer
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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
- 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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Abstract
The utility model discloses a reinforced anti-slip geomembrane, which comprises a geotechnical cloth layer, wherein reinforcing ribs are fixedly connected inside the geotechnical cloth layer, an asphalt cement layer is fixedly connected to the top of the geotechnical cloth layer, a polyvinyl chloride layer is arranged on the top of the asphalt cement layer, and a buffer layer is fixedly connected to the bottom of the geotechnical cloth layer. This add muscle anti-skidding geomembrane has reached geotechnique's cloth layer's inside and has set up the strengthening rib, improves geotechnique's cloth layer intensity, and the strengthening rib is the wave form, increases the area of contact of strengthening rib and geotechnique's cloth layer, further improves bulk strength, geotechnique's cloth layer's top sets up asphalt glue layer and polyvinyl chloride layer, improves whole prevention of seepage effect, and the bottom of buffer layer sets up wear-resisting granule, increases whole frictional force, improves contact surface contact stability, sets up the lug, is convenient for consolidate ground, further improves bulk strength, satisfies user demand's purpose.
Description
Technical Field
The utility model relates to the field of geomembranes, in particular to a reinforced anti-slip geomembrane.
Background
With the progress of development technology in the era, more and more building materials are used in the process of building construction, and the geomembrane takes a plastic film as an impermeable base material, so that the geomembrane has been widely paid attention to in various communities in recent years due to the characteristics of good impermeable effect, convenient construction mode, relatively low construction cost and the like. At present, the existing geomembrane has a single structure, low tensile strength and deformation resistance, is easy to puncture by sharp objects in the geomembrane construction or use process, has poor anti-skid performance, cannot better contact with a contact surface, loses the characteristics of the contact surface, and cannot meet the use requirements.
Disclosure of Invention
1. Technical problem to be solved
Aiming at the problems that the prior geomembrane in the prior art is single in structure, low in tensile strength and deformation resistance, easy to puncture by sharp objects in the construction or use process of the geomembrane, poor in anti-skid performance, incapable of being better contacted with a contact surface, losing the characteristics of the geomembrane and incapable of meeting the use requirements, the utility model aims to provide the reinforced anti-skid geomembrane which can realize that the inside of a geotechnical cloth layer is provided with reinforcing ribs, the strength of the geotechnical cloth layer is improved, the reinforcing ribs are in a waveform shape, the contact area between the reinforcing ribs and the geotechnical cloth layer is increased, the integral strength is further improved, the asphalt rubber layer and the polyvinyl chloride layer are arranged at the top of the geotechnical cloth layer, the integral anti-seepage effect is improved, the wear-resistant particles are arranged at the bottom of a buffer layer, the integral friction force is increased, the contact stability of the contact surface is improved, the bump is arranged, the ground is convenient to be reinforced, the integral strength is further improved, and the use requirements are met.
2. Technical proposal
In order to solve the problems, the utility model adopts the following technical scheme.
The utility model provides a reinforced antiskid geomembrane, includes geotechnique's cloth layer, geotechnique's cloth layer's inside fixedly connected with strengthening rib, geotechnique's cloth layer's top fixedly connected with asphalt cement layer, asphalt cement layer's top is provided with the polyvinyl chloride layer, geotechnique's cloth layer's bottom fixedly connected with buffer layer.
Preferably, the top of the polyvinyl chloride layer is fixedly connected with a protective film.
Preferably, the bottom of the buffer layer is fixedly connected with wear-resistant particles at equal intervals.
Preferably, the wear resistant particles are made of rubber.
Preferably, the bottom of the buffer layer is provided with a bump in a gap of the wear-resistant particles, and the bump is conical.
Preferably, the reinforcing ribs are in a wave shape and a zigzag shape.
3. Advantageous effects
Compared with the prior art, the utility model has the advantages that:
1. through geotechnique's inside setting up the strengthening rib, improve geotechnique's cloth layer intensity, and the strengthening rib is the wave form, increases the area of contact of strengthening rib and geotechnique's cloth layer, further improves bulk strength, and geotechnique's cloth layer's top sets up asphalt glue layer and polyvinyl chloride layer, improves whole prevention of seepage effect, and the bottom of buffer layer sets up wear-resisting granule, increases whole frictional force, improves contact surface contact stability, sets up the lug, is convenient for consolidate ground, further improves bulk strength, satisfies the user demand.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
fig. 2 is a schematic structural diagram of embodiment 2 of the present utility model.
The reference numerals in the figures illustrate:
1. geotechnical cloth layer; 2. reinforcing ribs; 3. an asphalt cement layer; 4. a polyvinyl chloride layer; 5. a protective film; 6. a buffer layer; 7. wear-resistant particles; 8. and a bump.
Description of the embodiments
The drawings in the embodiments of the present utility model will be combined; the technical scheme in the embodiment of the utility model is clearly and completely described; obviously; the described embodiments are only a few embodiments of the present utility model; but not all embodiments. Based on the embodiments in the present utility model; all other embodiments obtained by those skilled in the art without undue burden; all falling within the scope of the present utility model.
Example 1:
referring to fig. 1-2, the present utility model provides a technical solution: the utility model provides a reinforced antiskid geomembrane, includes geotechnique's cloth layer 1, geotechnique's cloth layer 1's inside fixedly connected with strengthening rib 2, geotechnique's cloth layer 1's top fixedly connected with asphalt cement layer 3, asphalt cement layer 3's top is provided with polyvinyl chloride layer 4, geotechnique's cloth layer 1's bottom fixedly connected with buffer layer 6. The inside of geotechnique's cloth layer 1 sets up strengthening rib 2, improves geotechnique's cloth layer 1 intensity, and strengthening rib 2 is the wave form, increases the area of contact of strengthening rib 2 and geotechnique's cloth layer 1, further improves bulk strength, and geotechnique's cloth layer 1's top sets up asphalt cement layer 3 and polyvinyl chloride layer 4, improves whole prevention of seepage effect.
Wherein, the top of polyvinyl chloride layer 4 fixedly connected with protection film 5. The protective film 5 is arranged, so that the polyvinyl chloride layer 4 is protected, and the overall seepage prevention effect is further improved.
Wherein, the bottom equidistant fixedly connected with wear-resisting granule 7 of buffer layer 6. The bottom of the buffer layer 6 is provided with wear-resistant particles 7, so that the overall friction force is increased, and the contact stability of the contact surface is improved.
Wherein the wear resistant particles 7 are made of rubber. The wear-resistant particles 7 are made of rubber, and increase friction.
Wherein, the bottom of buffer layer 6 is located wear-resisting granule 7 clearance and is provided with lug 8, and lug 8 is the toper. The bump 8 is arranged, so that the ground is convenient to be reinforced.
Example 2:
referring to fig. 1-2, a reinforced anti-slip geomembrane is substantially the same as in example 1, and further,
wherein the reinforcing ribs 2 are in a waveform and a zigzag shape. The reinforcing ribs 2 can be in a wave shape or a zigzag shape, so that the contact area between the reinforcing ribs 2 and the geotechnical cloth layer 1 is increased, the overall strength is further improved, and the tensile property is improved.
The above; is only a preferred embodiment of the present utility model; the scope of the utility model is not limited in this respect; any person skilled in the art is within the technical scope of the present disclosure; equivalent substitutions or changes are made according to the technical proposal of the utility model and the improved conception thereof; are intended to be encompassed within the scope of the present utility model.
Claims (6)
1. The utility model provides a reinforced antiskid geomembrane, includes geotechnique's cloth layer (1), its characterized in that: the inside fixedly connected with strengthening rib (2) of geotechnique's cloth layer (1), the top fixedly connected with asphalt cement layer (3) of geotechnique's cloth layer (1), the top of asphalt cement layer (3) is provided with polyvinyl chloride layer (4), the bottom fixedly connected with buffer layer (6) of geotechnique's cloth layer (1).
2. The reinforced slip-resistant geomembrane of claim 1, wherein: the top of the polyvinyl chloride layer (4) is fixedly connected with a protective film (5).
3. The reinforced slip-resistant geomembrane of claim 1, wherein: the bottom of the buffer layer (6) is fixedly connected with wear-resistant particles (7) at equal intervals.
4. A reinforced slip-resistant geomembrane as claimed in claim 3, wherein: the wear-resistant particles (7) are made of rubber.
5. A reinforced slip-resistant geomembrane as claimed in claim 3, wherein: the bottom of the buffer layer (6) is provided with a lug (8) in a gap of the wear-resistant particles (7), and the lug (8) is conical.
6. The reinforced slip-resistant geomembrane of claim 1, wherein: the reinforcing ribs (2) are in wave shape and zigzag shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320105460.5U CN219260962U (en) | 2023-02-03 | 2023-02-03 | Reinforced anti-slip geomembrane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320105460.5U CN219260962U (en) | 2023-02-03 | 2023-02-03 | Reinforced anti-slip geomembrane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219260962U true CN219260962U (en) | 2023-06-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320105460.5U Active CN219260962U (en) | 2023-02-03 | 2023-02-03 | Reinforced anti-slip geomembrane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219260962U (en) |
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2023
- 2023-02-03 CN CN202320105460.5U patent/CN219260962U/en active Active
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