CN205822211U - A kind of enclosing of anti-soil erosion of side slope sets - Google Patents
A kind of enclosing of anti-soil erosion of side slope sets Download PDFInfo
- Publication number
- CN205822211U CN205822211U CN201620777879.5U CN201620777879U CN205822211U CN 205822211 U CN205822211 U CN 205822211U CN 201620777879 U CN201620777879 U CN 201620777879U CN 205822211 U CN205822211 U CN 205822211U
- Authority
- CN
- China
- Prior art keywords
- slope
- stratum reticulare
- enclosing
- bamboo
- soil erosion
- 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.)
- Expired - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of enclosing of anti-soil erosion of side slope to set, be embedded in many at the bottom of slope mould pin including being spaced；Mould pin described in adjacent and side at the bottom of slope is provided with grid seat；Described grid seat is provided with bamboo stratum reticulare away from moulding pin one side；Described bamboo stratum reticulare has stone layer away from grid seat side is under-filled；Described stone layer top is provided with gabion stratum reticulare near bamboo stratum reticulare side.Enclosing of anti-soil erosion of side slope of the present utility model sets, Stability Analysis of Structures, can fuse into one with natural environment around, have good permeability, can prevent the infringement caused by hydrostatic；Be conducive to stablizing at the bottom of slope；Current at the bottom of slope can be permeated by stone layer and bamboo stratum reticulare.
Description
Technical field
This utility model relates to a kind of anti-erosion device, is specifically related to a kind of enclosing of anti-soil erosion of side slope and sets, and belongs to
In the technical field that prevents erosion.
Background technology
In prior art, to ground, the domatic of the biggest ground is fixed the knot that soil is supported and is easy to be formed vegetation
Structure, is all to have soil to support again on ground and the domatic of the earth；Multiple green structure for the purpose of so recovering ecological vegetation, is difficult to make soil support water
Soil keeps, and the most domatic have native supporting to be easy to be fallen by rain drop erosion again, and growing plants is destroyed the most therewith；Chinese patent application
Number: 201320793562.7, disclose a kind of domatic multiple green structure, have the silk screen that flitch is connected with flitch, described silk screen to be
Honey comb like silk screen, described flitch is that the upper end of arranged distribution and flitch is fixed even with honey comb like silk screen node respectively
Connecing, the honeycomb mesh of described silk screen is interior, above and below and being filled with between flitch of silk screen plants agricultural climate condition for corn soil, and described plants
Agricultural climate condition for corn soil has the soil moved in improve the original that sieves of mixing, peat soil and clips wood fibre；Described described flitch arranged distribution be along
Be arranged above and below distribution；Silk screen connection fixing clamp wood fibre and is planted agricultural climate condition for corn soil, defines to have and stable is similar to " honeybee
Nest " crumb structure and the flitch of arrangement, existing water-retaining property, nutrient preserving capability, have again water penetration, breathability, moreover it is possible to be effective against rain
Erosion and wind erosion, prevent erosion；Structure of the present utility model is arranged on domatic, and speed of application is fast, operation process safety, but
It cannot prevent large area rain drop erosion at the bottom of slope；And water body seepage cannot be carried out well.
Utility model content
For solving the problems referred to above, the utility model proposes a kind of enclosing of anti-soil erosion of side slope and set, Stability Analysis of Structures, can
Enough complete water body infiltration, again it can be avoided that soil erosion, it is possible to increase stablizing effect at the bottom of slope.
Enclosing of anti-soil erosion of side slope of the present utility model sets, and is embedded in many at the bottom of slope moulds pin including being spaced；Adjacent institute
State and mould pin side at the bottom of slope is provided with grid seat；Described grid seat is provided with bamboo stratum reticulare away from moulding pin one side；Described bamboo
Stratum reticulare has stone layer away from grid seat side is under-filled；Described stone layer top is provided with gabion box near bamboo stratum reticulare side
Layer, spacing to grid seat and bamboo stratum reticulare by moulding pin, it is ensured that structural stability；Gabion stratum reticulare has the strongest resists corollary failure
And the ability of corrosion-resistant and anti-harsh weather impact, can bear deformation on a large scale, and the stone of the gabion stratum reticulare that the most do not caves in
Mud between gap is conducive to plant production, can fuse into one with natural environment around, have good permeability, can prevent by
The infringement that hydrostatic causes；Be conducive to stablizing at the bottom of slope；Current at the bottom of slope can be permeated by stone layer and bamboo stratum reticulare.
Further, described gabion stratum reticulare top is filled with vegetation plantation layer, and it can improve vegetation coverage at the bottom of slope, reach
The anti-erosion effect arrived.
Further, described gabion stratum reticulare includes gabion box, is filled with stone in described gabion box.
Yet further, described gabion box is made up of the mild steel wire of zinc-plated mild steel wire or cladding PVC.
As preferred embodiment, described grid seat is made up of plastic-wood material.
Compared with prior art, enclosing of anti-soil erosion of side slope of the present utility model sets this utility model, Stability Analysis of Structures,
Can fuse into one with natural environment around, there is good permeability, the infringement caused by hydrostatic can be prevented；Be conducive to slope
Stablizing of the end；Current at the bottom of slope can be permeated by stone layer and bamboo stratum reticulare.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model.
Detailed description of the invention
As it is shown in figure 1, enclosing of anti-soil erosion of side slope of the present utility model sets, it is embedded in many at the bottom of slope moulds wood including being spaced
Post 1；Mould pin 1 described in adjacent and side at the bottom of slope is provided with grid seat 2；Described grid seat 2 is provided with away from moulding pin 1 one side
Bamboo stratum reticulare 3；Described bamboo stratum reticulare 3 has stone layer 4 away from grid seat 2 side is under-filled；Described stone layer 4 top is near bamboo stratum reticulare
3 sides are provided with gabion stratum reticulare 5, spacing to grid seat 2 and bamboo stratum reticulare 3 by moulding pin 1, it is ensured that structural stability；Gabion box
Layer 5 has the strongest ability resisting corollary failure and the impact of corrosion-resistant and anti-harsh weather, can bear and deform on a large scale, and
The mud the most not caved between the stone gap of gabion stratum reticulare is conducive to plant production, can fuse into one with natural environment around, tool
There is good permeability, the infringement caused by hydrostatic can be prevented；Be conducive to stablizing at the bottom of slope；Current at the bottom of slope can pass through
Stone layer and bamboo stratum reticulare permeate.
Described gabion stratum reticulare 5 top is filled with vegetation plantation layer 6, and it can improve vegetation coverage at the bottom of slope, reach
Anti-erosion effect.
Described gabion stratum reticulare 5 includes gabion box 7, is filled with stone 8 in described gabion box.
Described gabion box 7 is made up of the mild steel wire of zinc-plated mild steel wire or cladding PVC.
Described grid seat 2 is made up of plastic-wood material.
Enclosing of anti-soil erosion of side slope of the present utility model sets, Stability Analysis of Structures, can fuse into one with natural environment around, tool
There is good permeability, the infringement caused by hydrostatic can be prevented；Be conducive to stablizing at the bottom of slope；Current at the bottom of slope can pass through
Stone layer and bamboo stratum reticulare permeate.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, related work people
Member can carry out various change and amendment completely in the range of without departing from this utility model technological thought.This reality
The content being not limited in description by novel technical scope, it is necessary to determine its technology according to right
Property scope.
Claims (5)
1. enclosing of an anti-soil erosion of side slope sets, it is characterised in that: include being spaced and be embedded in many at the bottom of slope and mould pin；Adjacent institute
State and mould pin side at the bottom of slope is provided with grid seat；Described grid seat is provided with bamboo stratum reticulare away from moulding pin one side；Described bamboo
Stratum reticulare has stone layer away from grid seat side is under-filled；Described stone layer top is provided with gabion box near bamboo stratum reticulare side
Layer.
Enclosing of anti-soil erosion of side slope the most according to claim 1 sets, it is characterised in that: described gabion stratum reticulare top is filled
Vegetation is had to plant layer.
Enclosing of anti-soil erosion of side slope the most according to claim 1 sets, it is characterised in that: described gabion stratum reticulare includes gabion
Net, is filled with stone in described gabion box.
Enclosing of anti-soil erosion of side slope the most according to claim 3 sets, it is characterised in that: described gabion box is by zinc-plated low
The mild steel wire of carbon steel wire or cladding PVC is constituted.
Enclosing of anti-soil erosion of side slope the most according to claim 1 sets, it is characterised in that: described grid seat is by plastic-wood material
Make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620777879.5U CN205822211U (en) | 2016-07-23 | 2016-07-23 | A kind of enclosing of anti-soil erosion of side slope sets |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620777879.5U CN205822211U (en) | 2016-07-23 | 2016-07-23 | A kind of enclosing of anti-soil erosion of side slope sets |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822211U true CN205822211U (en) | 2016-12-21 |
Family
ID=57561318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620777879.5U Expired - Fee Related CN205822211U (en) | 2016-07-23 | 2016-07-23 | A kind of enclosing of anti-soil erosion of side slope sets |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822211U (en) |
-
2016
- 2016-07-23 CN CN201620777879.5U patent/CN205822211U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Sun Fengrong Inventor before: Chen Tianxiu |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170728 Address after: 626000, No. three, 2-3 pedestrian street, down Bridge Road, Kangding County, Ganzi Tibetan Autonomous Prefecture, Sichuan Province, China Patentee after: Sichuan Province New Standard Construction Engineering Co.,Ltd. Address before: 626300, Ganzi Tibetan Autonomous Prefecture in Danba province Sichuan County township government Patentee before: Sun Fengrong Effective date of registration: 20170728 Address after: 626300, Ganzi Tibetan Autonomous Prefecture in Danba province Sichuan County township government Patentee after: Sun Fengrong Address before: Longyan City, Fujian province 366312 Tingzhou town Changting County Henggang Ling No. 13 Patentee before: Chen Tianxiu |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161221 Termination date: 20180723 |