CN206385551U - Sandy soil protective slope structure - Google Patents
Sandy soil protective slope structure Download PDFInfo
- Publication number
- CN206385551U CN206385551U CN201621085786.2U CN201621085786U CN206385551U CN 206385551 U CN206385551 U CN 206385551U CN 201621085786 U CN201621085786 U CN 201621085786U CN 206385551 U CN206385551 U CN 206385551U
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- CN
- China
- Prior art keywords
- soil
- sandy soil
- cast
- green concrete
- slope structure
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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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
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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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/254—Roof garden systems; Roof coverings with high solar reflectance
-
- 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
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B80/00—Architectural or constructional elements improving the thermal performance of buildings
- Y02B80/32—Roof garden systems
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of sandy soil protective slope structure, including plantation soil layer, several through holes are offered on plantation soil layer, through-hole diameter is between 0. five to one five millimeters of point, and plantation soil layer lower surface is equipped with cast-in-place green concrete, and cast-in-place green concrete is provided with Nutrition Soil, nutrition soil thickness is more than 1/2nd of cast-in-place green concrete thickness, web is also equipped with cast-in-place green concrete, its lower surface is provided with sandy soil, it is provided with three-dimensional earthwork between sandy soil.Sandy soil protective slope structure self structure compressive property of the present utility model is good, strong shock resistance, the problem of sandslide being prevented effectively from, with good protective and stability, more plants can be planted, and plant can be helped preferably to grow, it is adaptable to the field such as Urbanopen space, residential quarters greening, parking lot, roof garden, building wall greening, the bank protection of highway, the bank protection of rivers, the virescence rebuild in mining area.
Description
Technical field
The utility model is related to a kind of protective slope structure, more particularly to a kind of sandy soil protective slope structure.
Background technology
Ecological revetment is that the knowledge of the subjects such as integration engineering mechanics, agrology, ecology and botany is propped up bank protection
Shield, forms the bulkhead tech for the synthesis slope protection system being made up of plant or engineering and plant.By planting plants, using plant with
Rock, the interaction side slope top layer of the soil body are protected, reinforced, and are allowed to that the stable requirement in side slope top layer can be met, again
The bank protection mode of destroyed natural ecological environment can be recovered.Traditional protection slope is generally sealedly to grout block or coagulation
Native bank protection, inside and outside water body is unable to free exchange, is also unfavorable for the procreation of aquatic organism, and its outward appearance is gloomy, and visual effect is poor,
It is not attractive in appearance enough, in recent years, become more and more popular with the theory of environmental bydraulic engineering.
The content of the invention
The technical problems to be solved in the utility model is：Overcome above mentioned problem there is provided a kind of self structure compressive property it is good,
The sandy soil protective slope structure of strong shock resistance.
To achieve these goals, the technical solution adopted in the utility model is such：Sandy soil of the present utility model
Offer several through holes on protective slope structure, including plantation soil layer, plantation soil layer, through-hole diameter 0. five to one five millimeters of point it
Between, plantation soil layer lower surface is equipped with cast-in-place green concrete, and cast-in-place green concrete is provided with Nutrition Soil, and nutrition soil thickness is big
Web is also equipped with 1/2nd of cast-in-place green concrete thickness, cast-in-place green concrete, its lower surface is provided with sand
Matter soil, it is provided with three-dimensional earthwork, sandy soil, three-dimensional earthwork, cast-in-place green concrete, Nutrition Soil and fibre between sandy soil
Several steel nails, in addition to reinforcing bar are connected between dimension net, the reinforcing bar more than one, reinforcing bar top is set through web, its
Bottom is through sandy soil and sandy soil lower surface in same level.
Further, as a kind of specific structure type, plantation the thickness of the layer described in the utility model is four to five
Between centimetre.
Further, as a kind of specific structure type, the thickness of cast-in-place green concrete described in the utility model is extremely
It is 50 centimetres less.
Further, as a kind of specific structure type, bar diameter described in the utility model is at least one centimetre.
Further, as a kind of specific structure type, planting groove is offered on plantation soil layer described in the utility model.
Further, as a kind of specific structure type, planting groove more than one described in the utility model.
Further, as a kind of specific structure type, the spacing between planting groove described in the utility model is at least
One centimetre.
Compared with prior art, the utility model has the advantage of：Sandy soil protective slope structure itself knot of the present utility model
Structure compressive property is good, strong shock resistance, the problem of being prevented effectively from sandslide, with good protective and stability,
More plants can be planted, and plant can be helped preferably to grow, it is adaptable to which Urbanopen space, residential quarters are afforested, stopped
The field such as parking lot, roof garden, building wall greening, the bank protection of highway, the bank protection of rivers, the virescence rebuild in mining area.
Brief description of the drawings
The utility model is further illustrated with reference to the accompanying drawings and examples.
Fig. 1 is structural representation of the present utility model；
In figure：1. kind of plant soil layer；2. cast-in-place green concrete；3. Nutrition Soil；4. web；5. three-dimensional earthwork；6. it is husky
Matter soil；7. reinforcing bar.
Embodiment
The utility model is described in further detail presently in connection with accompanying drawing.These accompanying drawings are simplified schematic diagram,
Only illustrate basic structure of the present utility model in a schematic way, therefore it only shows the composition relevant with the utility model.
The preferred embodiment of the utility model sandy soil protective slope structure as shown in Figure 1, including plantation soil layer 1, planting soil
Several through holes are offered on layer 1, through-hole diameter is between 0. five to one five millimeters of point, and the plantation lower surface of soil layer 1 is equipped with existing
Green concrete 2 is poured, cast-in-place green concrete 2 is provided with Nutrition Soil 3, and the thickness of Nutrition Soil 3 is more than the cast-in-place thickness of green concrete 2
1/2nd, be also equipped with web 4 on cast-in-place green concrete 2, its lower surface is provided with sandy soil 6, itself and sandy soil 6 it
Between be provided with three-dimensional earthwork 5, connect between sandy soil 6, three-dimensional earthwork 5, cast-in-place green concrete 2, Nutrition Soil 3 and web 4
Several steel nails, in addition to reinforcing bar 7 are connected to, the more than one of reinforcing bar 7, the top of reinforcing bar 7 is set through web 4, and its bottom is worn
Sandy soil 6 and the lower surface of sandy soil 6 are crossed in same level.
The thickness of the plantation soil layer 1 is between four to five centimetres.Thickness is moderate, is more beneficial for the growth of plant.
The thickness of the cast-in-place green concrete 2 is at least 50 centimetres.Design is very reasonable, and flood fighting and resistance to compression effect are more
It is good.
The diameter of reinforcing bar 7 is at least one centimetre.Bear dynamics bigger.
Planting groove is offered on the plantation soil layer 1.Facilitate the plantation of plant.
The planting groove more than one.Meet design requirement, more plants can be planted.
Spacing between the planting groove is at least one centimetre.Growing environment between adjacent plant is not easily susceptible to shadow
Ring.
Sandy soil protective slope structure self structure compressive property of the present utility model is good, strong shock resistance, can be prevented effectively from
The problem of sandslide, with good protective and stability, more plants can be planted, and plant can be helped more preferable
Growth, it is adaptable to Urbanopen space, residential quarters greening, parking lot, roof garden, building wall greening, highway
The field such as bank protection, the bank protection of rivers, the virescence rebuild in mining area.Several through holes are offered on plantation soil layer 1, through-hole diameter is zero
Between five millimeters of 5 to one point of point, it is easy to the infiltration of rainwater, its root system of plant is preferably absorbed moisture；Plant under soil layer 1
Surface is equipped with cast-in-place green concrete 2, and cast-in-place green concrete 2 is provided with Nutrition Soil 3, and the thickness of Nutrition Soil 3 is more than cast-in-place green
Change 1/2nd of the thickness of concrete 2, accelerate the speed of growth of plant, and substantially increase the protection intensity of bank protection in itself；
Web 4 is also equipped with cast-in-place green concrete 2, its lower surface is provided with sandy soil 6, it is between sandy soil 6 provided with three-dimensional
Geonet 5, several steel are connected between sandy soil 6, three-dimensional earthwork 5, cast-in-place green concrete 2, Nutrition Soil 3 and web 4
Nail, in addition to reinforcing bar 7, the more than one of reinforcing bar 7, top of reinforcing bar 7 is set through web 4, its bottom through sandy soil 6 and
The lower surface of sandy soil 6 is in same level, and bank protection itself steadiness is strong, bears that dynamics is bigger, and structure has been obtained rationally in itself
Improvement, it is more time saving and energy saving during construction compared to traditional bank, and also greatly reduce maintenance cost, seen more attractive in appearance,
It is economical and practical.
Using it is above-mentioned according to desirable embodiment of the present utility model as enlightenment, pass through above-mentioned description, related work people
Member can carry out various changes and amendments without departing from the scope of the technological thought of the present invention' completely.This invention
Technical scope is not limited to the content on specification, it is necessary to its technical scope is determined according to right.
Claims (7)
1. a kind of sandy soil protective slope structure, it is characterised in that：Including plantation soil layer, several through holes are offered on plantation soil layer, are led to
Bore dia is between 0. five to one five millimeters of point, and plantation soil layer lower surface is equipped with cast-in-place green concrete, and cast-in-place greening is mixed
Solidifying soil is provided with Nutrition Soil, and nutrition soil thickness is more than on 1/2nd of cast-in-place green concrete thickness, cast-in-place green concrete
Web is also equipped with, its lower surface is provided with sandy soil, it is provided with three-dimensional earthwork, sandy soil, three-dimensional soil between sandy soil
Several steel nails, in addition to reinforcing bar, the reinforcing bar more than one are connected between work net, cast-in-place green concrete, Nutrition Soil and web
It is individual, set at the top of the reinforcing bar through web, its bottom is through sandy soil and sandy soil lower surface in same level.
2. sandy soil protective slope structure according to claim 1, it is characterised in that：The plantation the thickness of the layer is four to five
Between centimetre.
3. sandy soil protective slope structure according to claim 1, it is characterised in that：The thickness of the cast-in-place green concrete is extremely
It is 50 centimetres less.
4. sandy soil protective slope structure according to claim 1, it is characterised in that：The bar diameter is at least one centimetre.
5. sandy soil protective slope structure according to claim 1, it is characterised in that：Plantation is offered on the plantation soil layer
Groove.
6. sandy soil protective slope structure according to claim 5, it is characterised in that：The planting groove more than one.
7. sandy soil protective slope structure according to claim 6, it is characterised in that：Spacing between the planting groove is at least
One centimetre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621085786.2U CN206385551U (en) | 2016-09-28 | 2016-09-28 | Sandy soil protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621085786.2U CN206385551U (en) | 2016-09-28 | 2016-09-28 | Sandy soil protective slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206385551U true CN206385551U (en) | 2017-08-08 |
Family
ID=59486326
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621085786.2U Active CN206385551U (en) | 2016-09-28 | 2016-09-28 | Sandy soil protective slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206385551U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677870A (en) * | 2018-07-06 | 2018-10-19 | 上海朗天环境科技有限公司 | A kind of cast-in-place green concrete hard ecological revetment and its construction method |
-
2016
- 2016-09-28 CN CN201621085786.2U patent/CN206385551U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677870A (en) * | 2018-07-06 | 2018-10-19 | 上海朗天环境科技有限公司 | A kind of cast-in-place green concrete hard ecological revetment and its construction method |
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