CN208578051U - It is a kind of to prevent mud-rock flow ecological slope protection structure - Google Patents
It is a kind of to prevent mud-rock flow ecological slope protection structure Download PDFInfo
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- CN208578051U CN208578051U CN201821072700.1U CN201821072700U CN208578051U CN 208578051 U CN208578051 U CN 208578051U CN 201821072700 U CN201821072700 U CN 201821072700U CN 208578051 U CN208578051 U CN 208578051U
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- rock flow
- protection structure
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Abstract
The utility model, which provides, a kind of prevents mud-rock flow ecological slope protection structure, comprising: side slope matrix, protective net, plantation lattice；The surface layer of the side slope matrix is equipped with protective net, and the implantation hole of several rectangular arrays arrangement is offered on protective net；The top of the protective net is provided with plantation lattice, and planting lattice includes first kind of plant chamber and several second kind plant chamber；Nutrient soil is filled in first kind of plant chamber and second kind of plant chamber；The four corners of the plantation lattice are provided with anchor hole, and one end of anchor studs sequentially passes through anchor hole and the mesh of protective net is connected with side slope matrix.By to a kind of improvement for preventing mud-rock flow ecological slope protection structure, it is simple with structure, it is easy to construct, to the maintenance good fixing effect of slope body surface soil, the advantages of mud-rock flow occurs can effectively be prevented, thus the problem of effective solution the utility model proposes in background technique one and deficiency.
Description
Technical field
The utility model relates to ecological control techniques fields, more specifically, more particularly to a kind of with prevention mud-rock flow
Ecological slope protection structure.
Background technique
Mud-rock flow refers in mountain area or other cheuch deep gullies, the dangerously steep area of landform because heavy rain, severe snow or other from
The landslide of right disaster initiation and the special mighty torrent for carrying a large amount of silts and stone.Mud-rock flow has sudden and stream
The features such as fast fast, flow is big, and matter content is greatly and destructive power is strong, generation mud-rock flow can usually destroy by rush of water the means of transportation such as road and rail
Even villages and small towns etc., bring about great losses.
Although existing protective slope structure can play the role of slowing down soil erosion, slope body vegetation type is more single
One, limited to the maintenance fixed effect of slope body surface soil, furthermore body vegetation in slope is caused by offset is easy to happen after rain drop erosion
Make slope body surface exposure, can not effectively prevent the generation of mud-rock flow.
In view of this, studied improvement for existing problem, provides and a kind of prevent mud-rock flow ecological slope protection structure, purport
By the technology, achieving the purpose that solve the problems, such as and is improving practical value.
Utility model content
Prevent mud-rock flow ecological slope protection structure the purpose of this utility model is to provide a kind of, to solve above-mentioned background technique
The slope body vegetation type of middle proposition is more single, limited to the maintenance fixed effect of slope body surface soil, and slope body vegetation is by rain
The problem of water is easy to happen offset after washing away, cause slope body surface exposure, can not effectively prevent mud-rock flow and deficiency.
To achieve the above object, the utility model provide it is a kind of prevent mud-rock flow ecological slope protection structure, by detail below
Technological means is reached:
It is a kind of to prevent mud-rock flow ecological slope protection structure, comprising: side slope matrix, protective net, plantation lattice, anchor studs, Nutrition Soil
Earth, gabion net cage, implantation hole, first kind of plant chamber, second kind of plant chamber, anchor hole；The surface layer of the side slope matrix is equipped with protection
Net, and the implantation hole of several rectangular arrays arrangement is offered on protective net；The top of the protective net is provided with plantation lattice,
And plantation lattice include first kind of plant chamber and several second kind plant chamber；It is filled in first kind of plant chamber and second kind of plant chamber
Nutrient soil；The four corners of the plantation lattice are provided with anchor hole, and one end of anchor studs sequentially passes through anchor hole and protective net
Mesh be connected with side slope matrix；It is provided with gabion net cage at the slope foot of the side slope matrix, and is filled in gabion net cage
Rubble.
As advanced optimizing for the technical program, the utility model is a kind of to prevent kind described in mud-rock flow ecological slope protection structure
Plant hole is circular through hole, and the size that the size of implantation hole plants chamber with first kind matches.
As advanced optimizing for the technical program, the utility model is a kind of to be prevented described in mud-rock flow ecological slope protection structure
There are four two kinds of plant chambers are arranged altogether, and second kind is planted the surrounding that first kind of plant chamber is arranged in chamber circular array formula.
As advanced optimizing for the technical program, the utility model is a kind of to prevent side described in mud-rock flow ecological slope protection structure
Be excavated on the matrix of slope with the one-to-one plantation hole of implantation hole, and the depth of plantation hole is 35CM, and the diameter of plantation hole is
35CM。
As advanced optimizing for the technical program, the utility model is a kind of to be prevented described in mud-rock flow ecological slope protection structure
One kind is planted the herbaceous plant transplanted in chamber and have xylophyta and ring to be located at xylophyta periphery, and the root system embedment of xylophyta
In the plantation hole of side slope matrix.
As advanced optimizing for the technical program, the utility model is a kind of to be prevented described in mud-rock flow ecological slope protection structure
Plant has herbaceous plant in two kinds of plant chambers.
As advanced optimizing for the technical program, the utility model is a kind of to prevent anchor described in mud-rock flow ecological slope protection structure
Solid hole is circular counter bore formula structure setting, and anchor hole and anchor studs are clearance fit.
As advanced optimizing for the technical program, the utility model is a kind of to prevent battalion described in mud-rock flow ecological slope protection structure
Soil is supported to be matched by part minishanny, part garden mould, part humus and part rice chaff ash.
Due to the application of the above technical scheme, the utility model has the advantage that compared with prior art
1, there are four the utility model is arranged altogether by second kind of plants chamber, and second kind of plant chamber circular array formula is arranged and exists
The setting of the surrounding of first kind of plant chamber can plant chamber at first kind and second kind is planted slope-protecting vegetation respectively different in chamber, make slopes
The soil fixing on surface is secured, can quickly absorb the rainwater on slope body surface, reduces the possibility that mudstone flow phenomenon occurs for slopes.
2, the utility model is by being excavated on side slope matrix and the one-to-one plantation hole of implantation hole, and the depth of plantation hole
Degree is 35CM, and the diameter of plantation hole is the setting of 35CM, ensure that xylophyta to the maintenance effect of Soil Surrounding.
3, the utility model is circular counter bore formula structure setting by anchor hole, and anchor hole and anchor studs are clearance fit
Setting, using anchor studs can will plantation lattice be anchored at slope, can effectively avoid slope table vegetation and shift, while slope body knot
The surfacing of structure is unified, keeps slope body overall beautiful generous.
4, the utility model is by having structure simple, being easy to a kind of improvement for preventing mud-rock flow ecological slope protection structure
Construction can effectively prevent the advantages of mud-rock flow occurs, thus effective solution to the maintenance good fixing effect of slope body surface soil
The problem of the utility model proposes in background technique one and deficiency.
Detailed description of the invention
The attached drawing constituted part of this application is used to provide a further understanding of the present invention, the utility model
Illustrative embodiments and their description are not constituteed improper limits to the present invention for explaining the utility model.In attached drawing
In:
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the anchoring mechanism local structural graph of the utility model；
Fig. 3 is the plantation lattice structural schematic diagram of the utility model；
Fig. 4 is the protecting screen structure schematic diagram of the utility model.
In figure: side slope matrix 1, protective net 2, plantation lattice 3, anchor studs 4, nutrient soil 5, gabion net cage 6, implantation hole
201, first kind of plant chamber 301, second kind of plant chamber 302, anchor hole 303.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
It should be noted that in the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or two
More than a；The instructions such as term " on ", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion "
Orientation or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description the utility model and simplification
Description, rather than the device or element of indication or suggestion meaning must have a particular orientation, constructed and grasped with specific orientation
Make, therefore should not be understood as limiting the present invention.
In addition, term " first ", " second ", " third " etc. are used for description purposes only, it is not understood to indicate or imply
Relative importance.
Meanwhile in the description of the present invention, unless otherwise clearly defined and limited, term " connected ", " connection "
It shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can be mechanical connect
It connects, is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For the general of this field
For logical technical staff, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Referring to Figure 1 to Fig. 3, the utility model provides a kind of particular technique implementation for preventing mud-rock flow ecological slope protection structure
Scheme:
It is a kind of to prevent mud-rock flow ecological slope protection structure, comprising: side slope matrix 1, protective net 2, plantation lattice 3, anchor studs 4, battalion
Support soil 5, gabion net cage 6, implantation hole 201, first kind of plant chamber 301, second kind of plant chamber 302, anchor hole 303；Side slope matrix 1
Surface layer be equipped with protective net 2, and offered on protective net 2 several rectangular arrays arrangement implantation hole 201；Protective net 2
Top be provided with plantation lattice 3, and plant lattice 3 include first kind of plant chamber 301 and several second kind plant chamber 302；The first
It plants and is filled with nutrient soil 5 in chamber 301 and second kind of plant chamber 302；The four corners of plantation lattice 3 are provided with anchor hole 303, and anchor
One end of nail 4 sequentially passes through anchor hole 303 and the mesh of protective net 2 is connected with side slope matrix 1；The slope foot of side slope matrix 1
Place is provided with gabion net cage 6, and rubble is filled in gabion net cage 6.
Specifically, as shown in figure 3, implantation hole 201 is circular through hole, and the size of implantation hole 201 and first kind of plant chamber 301
Size match, the implantation hole 201 on protective net 2 can by the root of xylophyta transplant to side slope matrix 1 plantation
In hole.
Specifically, as shown in Fig. 2, second kind of plant chamber 302 altogether there are four settings, and second kind of plant 302 circular array of chamber
The surrounding of first kind of plant chamber 301 is arranged in formula, chamber 301 can be planted at first kind and second kind is planted slope protection respectively different in chamber 302
Vegetation keeps the soil fixing of slope surface secured, can quickly absorb the rainwater on slope body surface, and it is existing to reduce slopes generation mud-rock flow
The possibility of elephant.
Specifically, as shown in Figure 1, be excavated on side slope matrix 1 with the one-to-one plantation hole of implantation hole 201, and plant
The depth in hole is 35CM, and the diameter of plantation hole is 35CM so that the root system of xylophyta can in the larger context to soil into
Row grasping, ensure that xylophyta to the maintenance effect of Soil Surrounding.
Specifically, first kind is planted the herbaceous plant transplanted in chamber 301 and have xylophyta and ring to be located at xylophyta periphery,
And in the plantation hole of the root system embedment side slope matrix 1 of xylophyta.
Specifically, plant has herbaceous plant in second kind of plant chamber 302.
Specifically, anchor hole 303 is circular counter bore formula structure setting, and anchor hole 303 and anchor studs 4 are clearance fit,
The head of anchor studs 4 is submerged in anchor hole 303, plantation lattice 3 can be anchored on side slope matrix 1, while making the table of slope body structure
The smooth unification in face guarantees that slope body is overall beautiful generous.
Specifically, nutrient soil 5 is matched by 2 parts of minishannies, 2 parts of garden moulds, 1 part of humus and 1 part of rice chaff ash, can be improved
The survival rate of slope body vegetation guarantees the normal growth of slope body vegetation.
Specific implementation step:
It is mounted on gabion net cage 6 at the slope foot of side slope matrix 1, then the surface of side slope matrix 1 is laid with protective net 2, root
According to implantation hole 201 preset on protective net 2, cutting depth is 35CM on side slope matrix 1, and diameter is the plantation hole of 35CM, then will
Plantation lattice 3 are laid on the top of protective net 2, and first kind of plant chamber 301 is corresponding with plantation hole when installing plantation lattice 3, use anchoring
It follows closely 4 pairs of plantation lattice 3 and protective net 2 anchors, 4 tip of anchor studs sequentially passes through the mesh of anchor hole 303 and protective net 2 at this time
Be connected with side slope matrix 1, wait plant lattice 3 be laid with terminate to be covered with protective net 2 when, by first kind of plant chamber 301 by xylophyta
Root transplant into the plantation hole of side slope matrix 1, while first kind plant chamber 301 edge part and second kind of plant chamber 302 in
Herbaceous plant is transplanted, finally chamber 301 is planted by first kind and second kind of nutrient soil planted in chamber 302 rams and put down and backfill on its surface
A small amount of slope soil.
In summary: this is a kind of to prevent mud-rock flow ecological slope protection structure, be arranged altogether by second kind of plant chamber there are four, and
Two kinds are planted the setting that the surrounding of first kind of plant chamber is arranged in chamber circular array formula, can be in first kind of plant chamber and second kind of plant chamber
Respectively different slope-protecting vegetation keeps the soil fixing of slope surface secured, can quickly absorb the rainwater on slope body surface, reduce slope
The possibility of body generation mudstone flow phenomenon；By being excavated on side slope matrix and the one-to-one plantation hole of implantation hole, and plantation hole
Depth be 35CM, the diameter of plantation hole is the setting of 35CM, ensure that xylophyta to the maintenance effect of Soil Surrounding；It is logical
Crossing anchor hole is circular counter bore formula structure setting, and anchor hole and anchor studs are the setting of clearance fit, can be incited somebody to action using anchor studs
Plantation lattice are anchored at slope, be can effectively avoid slope table vegetation and are shifted, while the surfacing of slope body structure is unified, makes slope
Body is overall beautiful generous；By having structure simple, being easy to construct to a kind of improvement for preventing mud-rock flow ecological slope protection structure,
To the maintenance good fixing effect of slope body surface soil, can effectively prevent the advantages of mud-rock flow occurs, thus effective solution this
The problem of utility model proposes in background technique one and deficiency.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (8)
1. a kind of prevent mud-rock flow ecological slope protection structure, comprising: side slope matrix (1), protective net (2), plantation lattice (3), anchor studs
(4), nutrient soil (5), gabion net cage (6), implantation hole (201), first kind of plant chamber (301), second kind of plant chamber (302), anchoring
Hole (303)；It is characterized by: the surface layer of the side slope matrix (1) is equipped with protective net (2), and protective net (2) if on offer
The implantation hole (201) of dry rectangular array arrangement；The top of the protective net (2) is provided with plantation lattice (3), and plants lattice
It (3) include first kind of plant chamber (301) and several second kind plant chamber (302)；First kind of plant chamber (301) and second kind of plant
Nutrient soil (5) are filled in chamber (302)；The four corners of plantation lattice (3) are provided with anchor hole (303), and anchor studs (4)
One end sequentially pass through anchor hole (303) and the mesh of protective net (2) is connected with side slope matrix (1)；The side slope matrix (1)
Slope foot at be provided with gabion net cage (6), and in gabion net cage (6) be filled with rubble.
A kind of prevent mud-rock flow ecological slope protection structure 2. according to claim 1, it is characterised in that: the implantation hole
It (201) is circular through hole, and the size that the size of implantation hole (201) plants chamber (301) with first kind matches.
A kind of prevent mud-rock flow ecological slope protection structure 3. according to claim 1, it is characterised in that: second kind of plant chamber
(302) altogether there are four settings, and second kind is planted the surrounding that chamber (301) are planted in the setting of chamber (302) circular array formula at first kind.
A kind of prevent mud-rock flow ecological slope protection structure 4. according to claim 1, it is characterised in that: the side slope matrix
(1) be excavated on implantation hole (201) one-to-one plantation hole, and the depth of plantation hole is 35CM, and the diameter of plantation hole is
35CM。
A kind of prevent mud-rock flow ecological slope protection structure 5. according to claim 1, it is characterised in that: first kind of plant chamber
(301) herbaceous plant that plant has xylophyta and ring to be located at xylophyta periphery in, and the root system of xylophyta is embedded to side
In the plantation hole of slope matrix (1).
A kind of prevent mud-rock flow ecological slope protection structure 6. according to claim 1, it is characterised in that: second kind of plant chamber
(302) plant has herbaceous plant in.
A kind of prevent mud-rock flow ecological slope protection structure 7. according to claim 1, it is characterised in that: the anchor hole
It (303) is circular counter bore formula structure setting, and anchor hole (303) and anchor studs (4) are clearance fit.
A kind of prevent mud-rock flow ecological slope protection structure 8. according to claim 1, it is characterised in that: the nutrient soil
(5) it is matched by 2 parts of minishannies, 2 parts of garden moulds, 1 part of humus and 1 part of rice chaff ash.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821072700.1U CN208578051U (en) | 2018-07-08 | 2018-07-08 | It is a kind of to prevent mud-rock flow ecological slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821072700.1U CN208578051U (en) | 2018-07-08 | 2018-07-08 | It is a kind of to prevent mud-rock flow ecological slope protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208578051U true CN208578051U (en) | 2019-03-05 |
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ID=65508695
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821072700.1U Expired - Fee Related CN208578051U (en) | 2018-07-08 | 2018-07-08 | It is a kind of to prevent mud-rock flow ecological slope protection structure |
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| Country | Link |
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| CN (1) | CN208578051U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965562A (en) * | 2019-11-30 | 2020-04-07 | 桂林理工大学 | Ecological recovery system for field planting of slope protection plants |
| CN112832268A (en) * | 2021-01-11 | 2021-05-25 | 重庆交通大学 | Slope greening system |
| CN115176622A (en) * | 2022-07-31 | 2022-10-14 | 岭南生态文旅股份有限公司 | Slope protection planting net for mine restoration and restoration method |
-
2018
- 2018-07-08 CN CN201821072700.1U patent/CN208578051U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965562A (en) * | 2019-11-30 | 2020-04-07 | 桂林理工大学 | Ecological recovery system for field planting of slope protection plants |
| CN112832268A (en) * | 2021-01-11 | 2021-05-25 | 重庆交通大学 | Slope greening system |
| CN115176622A (en) * | 2022-07-31 | 2022-10-14 | 岭南生态文旅股份有限公司 | Slope protection planting net for mine restoration and restoration method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190305 Termination date: 20190708 |
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| CF01 | Termination of patent right due to non-payment of annual fee |