CN213014320U - Composite soil-reinforcing reinforced water and soil protection blanket - Google Patents
Composite soil-reinforcing reinforced water and soil protection blanket Download PDFInfo
- Publication number
- CN213014320U CN213014320U CN202021695383.6U CN202021695383U CN213014320U CN 213014320 U CN213014320 U CN 213014320U CN 202021695383 U CN202021695383 U CN 202021695383U CN 213014320 U CN213014320 U CN 213014320U
- Authority
- CN
- China
- Prior art keywords
- soil
- pad
- steel wire
- wire mesh
- geonet
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The composite soil-reinforcing reinforced water and soil protection blanket is composed of a steel wire mesh at the bottom and a geonet pad at the top, wherein the geonet pad is provided with a flat bottom surface, the bottom of the geonet pad is mutually bonded with the steel wire mesh, the geonet pad upwards extends to form a plurality of bulges, the steel wire mesh is provided with a pentagonal frame, and a plurality of twisted reinforcing ribs are uniformly arranged on the pentagonal frame. The utility model combines the pentagonal steel wire mesh passing through the twisted steel bars with the geonet pad, realizes the functions of reinforcement protection and soil-fixing greening vegetation, has excellent mechanical tension force and stronger anti-scouring structure, and the pores of the geonet pad are favorable for discharging pore water in filled soil after the structure, reducing the pore water pressure in the soil body, ensuring the shear strength of the soil body and being favorable for the stability of the whole structure; meanwhile, the related cost of a drainage facility required by the traditional retaining structure is saved, the overall cost of the structure is reduced, and the supporting structure has the advantages of ingenious design, long service life and environmental protection.
Description
Technical Field
The utility model relates to a soil and water conservation technical field, concretely relates to compound solid soil adds muscle soil and water protection blanket.
Background
The geotechnical net cushion slope protection refers to a new technology for building a protection system with self growth capability on a slope surface by utilizing active plants and combining engineering materials such as geosynthetic materials and the like and reinforcing the slope through the growth of the plants. The geotechnical net pad is an important component, has excellent erosion resistance, covers the slope surface during use and plants various plants according to certain combination and spacing, effectively inhibits the erosion of storm runoff on the slope, increases the shear strength of the soil body, reduces the pore water pressure and the soil body self-gravity, thereby greatly improving the stability and the erosion resistance of the slope, but the current geotechnical net pad has lower strength, easily appears displacement and even damage phenomenon under the rain erosion, and influences the greening slope protection effect.
SUMMERY OF THE UTILITY MODEL
The utility model provides a compound solid soil adds muscle soil and water protection blanket to solve the relatively poor problem of intensity that prior art exists.
The utility model provides a technical scheme that its technical problem adopted is:
the utility model provides a compound solid soil adds muscle soil and water protection blanket, comprises the wire net of bottom and the geotechnological gauze pad at top, and geotechnological gauze pad has smooth bottom surface, and geotechnological gauze pad bottom bonds each other with the wire net, and geotechnological gauze pad upwards stretches out and forms a plurality of archs, and the wire net has the pentagon frame, evenly sets up a plurality of two pairs of reinforcement muscle on the pentagon frame.
A plurality of inclined steel wires are arranged between the steel wire mesh and the geotechnical mesh pad, and the upper end and the lower end of each inclined steel wire are respectively connected with a mesh.
The geonet pad is formed by melt extrusion and spinning of polypropylene or HDPE or polyethylene or PPR or polyamide resin.
The utility model combines the pentagonal steel wire mesh passing through the twisted steel bars with the geonet pad, realizes the functions of reinforcement protection and soil-fixing greening vegetation, has excellent mechanical tension force and stronger anti-scouring structure, and the pores of the geonet pad are favorable for discharging pore water in filled soil after the structure, reducing the pore water pressure in the soil body, ensuring the shear strength of the soil body and being favorable for the stability of the whole structure; meanwhile, the related cost of a drainage facility required by the traditional retaining structure is saved, the overall cost of the structure is reduced, and the supporting structure has the advantages of ingenious design, long service life and environmental protection.
Drawings
The present invention will be further explained with reference to the drawings and examples.
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic side view of the present invention;
fig. 3 is a schematic structural diagram of the steel wire mesh of the present invention.
In the figure, a steel wire mesh 1, a geotechnical mesh pad 2, a twisted reinforcing rib 3, an obliquely inserted steel wire 4, a mesh 5, a pentagonal frame 11 and a bulge 21 are arranged.
Detailed Description
As shown in fig. 1, fig. 2 and fig. 3, a composite soil-reinforcing water and soil protection blanket comprises a steel wire mesh 1 at the bottom and a geonet pad 2 at the top, wherein the geonet pad is formed by melting, extruding and spraying polypropylene or HDPE or polyethylene or PPR or polyamide resin, the geonet pad 2 is provided with a flat bottom surface, the bottom of the geonet pad 2 is bonded with the steel wire mesh 1, the geonet pad 2 extends upwards to form a plurality of protrusions 21, the steel wire mesh 1 is provided with a pentagonal frame 11, and the pentagonal frame 11 is uniformly provided with a plurality of twisted reinforcing ribs 3. A plurality of inclined steel wires 4 are arranged between the steel wire mesh 1 and the geotechnical mesh pad 2, and the upper end and the lower end of each inclined steel wire 4 are respectively connected with a mesh 5.
The utility model combines the pentagonal steel wire mesh passing through the twisted steel bars with the geonet pad, realizes the functions of reinforcement protection and soil-fixing greening vegetation, has excellent mechanical tension force and stronger anti-scouring structure, and the pores of the geonet pad are favorable for discharging pore water in filled soil after the structure, reducing the pore water pressure in the soil body, ensuring the shear strength of the soil body and being favorable for the stability of the whole structure; meanwhile, the related cost of a drainage facility required by the traditional retaining structure is saved, the overall cost of the structure is reduced, and the supporting structure has the advantages of ingenious design, long service life and environmental protection.
Claims (3)
1. The utility model provides a compound solid soil adds muscle soil and water protection blanket comprises the wire net of bottom and the geotechnological gauze pad at top, and characterized by geotechnological gauze pad has smooth bottom surface, and geotechnological gauze pad bottom bonds each other with the wire net, and geotechnological gauze pad upwards stretches out and forms a plurality of archs, and the wire net has the pentagon frame, evenly sets up a plurality of pairs of reinforcement muscle that twist on the pentagon frame.
2. The composite soil reinforcing and bar reinforced water and soil protection blanket as claimed in claim 1, wherein a plurality of inclined steel wires are arranged between the steel wire mesh and the geotechnical mesh pad, and the upper and lower ends of the inclined steel wires are respectively connected with a mesh sheet.
3. The composite soil reinforcing and water and soil protecting blanket as set forth in claim 1, wherein the geonet pad is formed by melt extrusion and spinning of polypropylene, HDPE, polyethylene, PPR or polyamide resin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021695383.6U CN213014320U (en) | 2020-08-14 | 2020-08-14 | Composite soil-reinforcing reinforced water and soil protection blanket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021695383.6U CN213014320U (en) | 2020-08-14 | 2020-08-14 | Composite soil-reinforcing reinforced water and soil protection blanket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213014320U true CN213014320U (en) | 2021-04-20 |
Family
ID=75465798
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021695383.6U Active CN213014320U (en) | 2020-08-14 | 2020-08-14 | Composite soil-reinforcing reinforced water and soil protection blanket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213014320U (en) |
-
2020
- 2020-08-14 CN CN202021695383.6U patent/CN213014320U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211036596U (en) | Integral reinforced steel-plastic geogrid | |
| CN107119701A (en) | A kind of low-carbon ecological guard system of rock slope | |
| CN111827257A (en) | Self-drainage solidified soil roadbed structure and construction method | |
| CN206956743U (en) | A kind of low-carbon ecological guard system of rock slope | |
| CN206887926U (en) | A kind of novel high-strength geotechnical grid | |
| CN213014320U (en) | Composite soil-reinforcing reinforced water and soil protection blanket | |
| CN2703793Y (en) | Composite earthwork cellular chamber | |
| CN201627128U (en) | Plastic composite geogrid | |
| CN212270898U (en) | Novel composite geotechnical pad | |
| CN201411680Y (en) | Reinforced high-strength geotextile | |
| CN213358644U (en) | Anti-collapse slope drainage structure for geotechnical engineering | |
| CN217629987U (en) | Ecological bag geogrid structure | |
| CN214656947U (en) | PETRFRP concrete pile with drainage function | |
| CN101956396A (en) | Ribbed high-strength geotextile | |
| CN210288345U (en) | High-strength plastic drainage plate | |
| CN207566983U (en) | There is the water channel structure of purification function to urban landscape water | |
| CN215165470U (en) | High-efficiency filtering and draining net pad for garbage site | |
| CN207348040U (en) | Overall high-strength pulling-resisting stretches TGXG | |
| CN218090781U (en) | Plastic geogrid with stable meshes | |
| CN220219981U (en) | Ageing-resistant waterproof coiled material | |
| CN111472373A (en) | Geotechnical grid chamber with stable cushion layer | |
| CN217651822U (en) | Drainage type green assembled four-layer structure side slope protection surface course | |
| CN203559318U (en) | Geo-grid | |
| CN219637871U (en) | Three-dimensional plastic geogrid | |
| CN220555265U (en) | Polypropylene fiber geotextile for scale-resistant synthetic material |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |