CN207775907U - A kind of high intensity ecological revetment - Google Patents
A kind of high intensity ecological revetment Download PDFInfo
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- CN207775907U CN207775907U CN201721906367.5U CN201721906367U CN207775907U CN 207775907 U CN207775907 U CN 207775907U CN 201721906367 U CN201721906367 U CN 201721906367U CN 207775907 U CN207775907 U CN 207775907U
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- reinforced concrete
- soil layer
- concrete floor
- high intensity
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Abstract
The utility model discloses a kind of high intensity ecological revetments, the bottommost in bank protection is arranged in stone layer, base soil layer is arranged in the top of stone layer, reinforced concrete floor is arranged above base soil layer, reinforced concrete floor lower part is connected with reinforcing prop, reinforcing prop gos deep into inside base soil layer, permeable hole is opened on reinforced concrete floor, gravel layer is arranged on reinforced concrete floor, geotextile layer is arranged above gravel layer, nutritive layer is arranged in the top of geotextiles, geotextile layer upper surface is provided with partition board, diaphragm internal is equipped with nutrition soil layer, it is provided with afforestation vegetation layer and concrete gridiron above nutrition soil layer, anchor bolt grouting steel floral tube extend into reinforced concrete floor from concrete gridiron, the lower end in afforestation vegetation layer is arranged in pedestal, pedestal lower part is equipped with osculum, gutter is equipped with outside osculum.The utility model intensity is high, and water permeability is good, additionally it is possible to carry out ecologic planting, prevent erosion.
Description
Technical field
The utility model is related to highway construction fields, and in particular to a kind of high intensity ecological revetment.
Background technology
With the development of society, highway is among constantly building, and in the place on more mountains, highway is generally built in mountain side
Or massif is excavated, and often just need to build bank protection on such highway side, damage public affairs to prevent collapsing for slopes
Road threatens to personal safety, and the direct joints cement that common bank protection has, and makes the ponding in massif can not be smooth
Discharge, the service life is shorter, and makes the landscape of roadside and its bank protection that is uncoordinated, and being built with ecological vegetation, and intensity is again not
It is enough.
Utility model content
To overcome technological deficiency of the existing technology, the utility model discloses a kind of high intensity ecological revetment, intensity
Height, water permeability are good, additionally it is possible to carry out ecologic planting, prevent erosion.
A kind of high intensity ecological revetment, it is characterised in that：Including stone layer, base soil layer, reinforced concrete floor, reinforcing prop,
Permeable hole, gravel layer, geotextile layer, partition board, nutrition soil layer, afforestation vegetation layer, pedestal, osculum, anchor bolt grouting steel floral tube, row
The bottommost in bank protection is arranged in ditch, concrete gridiron, the stone layer, and the base soil layer is arranged in the top of stone layer, the steel
Reinforced concrete layer is arranged above base soil layer, and the reinforced concrete floor lower part is connected with reinforcing prop, and the reinforcing prop gos deep into base
Inside soil layer, the permeable hole is opened on reinforced concrete floor, and the gravel layer is arranged on reinforced concrete floor, the geotechnique
Layer of cloth is arranged above gravel layer, and the nutrition soil layer is arranged in the top of geotextiles, and the geotextile layer upper surface is provided with
Partition board, the diaphragm internal is equipped with nutrition soil layer, afforestation vegetation layer and concrete gridiron is provided with above the nutrition soil layer, described
Anchor bolt grouting steel floral tube extend into reinforced concrete floor from concrete gridiron, and the lower end in afforestation vegetation layer is arranged in the pedestal,
The pedestal lower part is equipped with osculum, and gutter is equipped with outside the osculum.
Preferably, the reinforcing prop is vertically arranged with reinforced concrete floor.
Preferably, the permeable hole is in horizontally disposed.
Preferably, the geotextile layer is degradable natural environmental-protective type geotextiles.
Preferably, the pedestal is trapezoidal.
Preferably, the partition board is formed by steel bar concrete casting, be in fenestral fabric, upper and lower opening, by horizontal side plate with
Longitudinal side plate splicing forms, and circular hole is evenly equipped on the horizontal side plate on the partition board and longitudinal side plate.
Preferably, the concrete gridiron is an entirety of cast-in-place, and is equipped with multiple through-holes.
The utility model has the beneficial effects that：Reinforced concrete floor has higher intensity, and is equipped with permeable hole, Neng Goufang
Just the water discharge in base soil layer, gravel layer have good permeable effect, facilitate water mistake on afforestation vegetation layer as drainage channel
It quickly permeates downwards, prevents erosion when more, nutrition soil layer is laid in partition board, can reinforce nutrition soil layer, is allowed to be not easy
Be lost in, anchor bolt grouting steel floral tube further enhances concrete gridiron, be allowed to tightly push down following soil layer, allow afforestation vegetation layer to have
More firm foundation, can not only plant herbaceous plant, additionally it is possible to plant xylophyta, improve the ecological environment of bank protection.
Description of the drawings
Fig. 1 is a kind of structural schematic diagram of a kind of specific implementation mode of high intensity ecological revetment described in the utility model.
Fig. 2 be a kind of afforestation vegetation layer of a kind of specific implementation mode of high intensity ecological revetment described in the utility model and
Concrete gridiron schematic diagram.
Fig. 3 is a kind of partition board schematic diagram of a kind of specific implementation mode of high intensity ecological revetment described in the utility model.
The entitled 1- reinforced concrete floors of reference numeral in figure, 2- permeable holes, 3- gravel layers, 4- geotextile layers, 5- partition boards,
6- nutrition soil layers, 7- afforestation vegetation layers, 8- anchor bolt grouting steel floral tubes, 9- pedestals, 10- osculums, the gutters 11-, 12- building stones
Layer, 13- base soil layers, 14- reinforcing props, 15- concrete gridirons.
Specific implementation mode
The following describes the utility model in further detail with reference to the accompanying drawings, to enable those skilled in the art with reference to explanation
Book word can be implemented according to this.
A kind of high intensity ecological revetment, including stone layer, base soil layer, reinforced concrete floor, reinforcing prop, permeable hole, gravel
Layer, geotextile layer, partition board, nutrition soil layer, afforestation vegetation layer, pedestal, osculum, anchor bolt grouting steel floral tube, gutter, concrete lattice
The bottommost in bank protection is arranged in frame, the stone layer, and to bear the weight of bank protection, the base soil layer is arranged in the upper of stone layer
Side, the reinforced concrete floor are arranged above base soil layer, ensure that higher intensity, the reinforced concrete floor lower part are connected with
Reinforcing prop makes the reinforcing prop go deep into inside base soil layer, and the permeable hole is opened on reinforced concrete floor, the gravel layer setting
On reinforced concrete floor, the geotextile layer is arranged above gravel layer, and the nutrition soil layer is arranged in the top of geotextiles,
The geotextile layer upper surface is provided with partition board, and the diaphragm internal is equipped with nutrition soil layer, is arranged above the nutrition soil layer
There are an afforestation vegetation layer and concrete gridiron, it is cone that the anchor bolt grouting steel floral tube, which is one end, the steel pipe of another end opening, on steel pipe
Also many holes, when use, squeezes into soil layer, and injects concrete from open end.Anchor bolt grouting steel floral tube extend into steel from concrete gridiron
Reinforced concrete layer, the pedestal are arranged the lower end in afforestation vegetation layer, and the pedestal lower part is equipped with osculum, inside bank protection
Extra water is flowed out from osculum, and gutter is equipped with outside the osculum, drains osculum and water that bank protection surface flows down.Institute
Reinforcing prop is stated to be vertically arranged with reinforced concrete floor.The permeable hole is in horizontally disposed.The geotextile layer is degradable day
Right environment-friendly type geotextiles.The pedestal is trapezoidal.The partition board is formed by steel bar concrete casting, is in fenestral fabric, up and down
Opening is made of horizontal side plate and the splicing of longitudinal side plate, and circular hole is evenly equipped on the horizontal side plate on the partition board and longitudinal side plate.The concrete lattice
Frame is an entirety of cast-in-place, and is equipped with multiple through-holes.
In this technical solution, reinforced concrete floor can play good supporting role, have very high intensity, add
Strong column stretches into inside base soil layer, and reinforced concrete floor can be made to be close to base soil layer, and gravel layer can play draining well and make
With partition board can reinforce nutrition soil layer, be allowed to possess better intensity and not easily run off, and anchor bolt grouting steel floral tube can be good at solid
Surely reinforced concrete floor all of the above soil layer is lived, allows afforestation vegetation layer to have more firm foundation, can not only plant draft
Plant, additionally it is possible to plant xylophyta, improve the ecological environment of bank protection.
Reinforcing prop is vertically arranged with reinforced concrete floor, makes the lateral stressed more balanced with longitudinal stress of reinforcing prop, laterally
Power makes reinforced concrete floor without departing from base soil layer, and longitudinal force makes reinforced concrete floor will not be to downslide.Permeable hole is set in level
It sets, can be good at the circulation for making base soil layer and the water outside reinforced concrete floor, the Ecology to safeguard bank protection balances, soil
Work layer of cloth is degradable natural environmental-protective type geotextiles, can have good water permeability and nutrition soil layer can be made not enter
Gravel layer and be lost in, and environmental protection will not pollute soil property and water quality, reinforce ecological protection.Pedestal is set as trapezoidal shape, can
Reach good stressed effect, reduce the cross force being subject to, and one upward thrust of bank protection can be given, make bank protection be not easy to
Under collapse.Partition board is formed by steel bar concrete casting, has preferable intensity, and upper and lower opening, be for nutrition soil layer more
Good filling, partition board are shaped as fenestral fabric by horizontal side plate and longitudinal side plate splicing group, are in order to enhance the intensity of partition board, on partition board
It is evenly equipped with circular hole, is to prevent rainwater excessive in order to enhance water penetration and lead to soil erosion.Concrete gridiron is one of cast-in-place
It is whole, its stability can be increased, the multiple through-holes being equipped with are anchor bolt grouting steel floral tube preformed hole, are convenient for anchor bolt grouting steel floral tube
Fixed concrete gridiron.
It is not only in the description and the implementation although the embodiments of the present invention have been disclosed as above
Listed utilization, it can be applied to various fields suitable for the present invention completely, for those skilled in the art,
Other modifications may be easily implemented, therefore without departing from the general concept defined in the claims and the equivalent scope, this reality
It is not limited to specific details and legend shown and described herein with novel.
Claims (7)
1. a kind of high intensity ecological revetment, it is characterised in that：Including stone layer（12）, base soil layer（13）, reinforced concrete floor
（1）, reinforcing prop（14）, permeable hole（2）, gravel layer（3）, geotextile layer（4）, partition board（5）, nutrition soil layer（6）, afforestation vegetation layer
（7）, pedestal（9）, osculum（10）, anchor bolt grouting steel floral tube（8）, gutter（11）, concrete gridiron（15）, the stone layer（12）
Bottommost in bank protection, the base soil layer are set（13）It is arranged in stone layer（12）Top, the reinforced concrete floor（1）If
It sets in base soil layer（13）Top, the reinforced concrete floor（1）Lower part is connected with reinforcing prop（14）, the reinforcing prop（14）Deeply
Base soil layer（13）Inside, the permeable hole（2）It is opened in reinforced concrete floor（1）On, the gravel layer（3）It is arranged in reinforced concrete
Soil layer（1）On, the geotextile layer（4）It is arranged in gravel layer（3）Top, the nutrition soil layer（6）It is arranged in geotextile layer（4）
Top, the geotextile layer（4）Upper surface is provided with partition board（5）, the partition board（5）The nutritious soil layer of laid inside（6）, institute
State nutrition soil layer（6）Top is provided with afforestation vegetation layer（7）With concrete gridiron（15）, the anchor bolt grouting steel floral tube（8）From concrete lattice
Frame（15）It extend into reinforced concrete floor（1）, the pedestal（9）It is arranged in afforestation vegetation layer（7）Lower end, the pedestal
（9）Lower part is equipped with osculum（10）, the osculum（10）Outside is equipped with gutter（11）.
2. a kind of high intensity ecological revetment according to claim 1, it is characterised in that：The reinforcing prop（14）It is mixed with reinforcing bar
Solidifying soil layer（1）It is vertically arranged.
3. a kind of high intensity ecological revetment according to claim 1, it is characterised in that：The permeable hole（2）It is set in level
It sets.
4. a kind of high intensity ecological revetment according to claim 1, it is characterised in that：The geotextile layer（4）For that can drop
The natural environmental-protective type geotextiles of solution.
5. a kind of high intensity ecological revetment according to claim 1, it is characterised in that：The pedestal（9）It is trapezoidal.
6. a kind of high intensity ecological revetment according to claim 1, it is characterised in that：The partition board（5）By reinforced concrete
Soil is cast, and is in fenestral fabric, and upper and lower opening is made of, the partition board horizontal side plate and the splicing of longitudinal side plate（5）On horizontal side
It is evenly equipped with circular hole on plate and longitudinal side plate.
7. a kind of high intensity ecological revetment according to claim 1, it is characterised in that：The concrete gridiron（15）It is poured for scene
One entirety of casting, and it is equipped with multiple through-holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721906367.5U CN207775907U (en) | 2017-12-29 | 2017-12-29 | A kind of high intensity ecological revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721906367.5U CN207775907U (en) | 2017-12-29 | 2017-12-29 | A kind of high intensity ecological revetment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207775907U true CN207775907U (en) | 2018-08-28 |
Family
ID=63225823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721906367.5U Expired - Fee Related CN207775907U (en) | 2017-12-29 | 2017-12-29 | A kind of high intensity ecological revetment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207775907U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111945753A (en) * | 2020-08-25 | 2020-11-17 | 黄河勘测规划设计研究院有限公司 | Ecological bank protection of hydraulic engineering |
| CN113550265A (en) * | 2021-07-22 | 2021-10-26 | 黑龙江省水利水电勘测设计研究院 | Construction method for willow-inserted ecological gabion revetment |
-
2017
- 2017-12-29 CN CN201721906367.5U patent/CN207775907U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111945753A (en) * | 2020-08-25 | 2020-11-17 | 黄河勘测规划设计研究院有限公司 | Ecological bank protection of hydraulic engineering |
| CN111945753B (en) * | 2020-08-25 | 2021-07-20 | 黄河勘测规划设计研究院有限公司 | Ecological bank protection of hydraulic engineering |
| CN113550265A (en) * | 2021-07-22 | 2021-10-26 | 黑龙江省水利水电勘测设计研究院 | Construction method for willow-inserted ecological gabion revetment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180828 Termination date: 20181229 |
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| CF01 | Termination of patent right due to non-payment of annual fee |