CN205617393U - Ecological slope protection structure with stake of orientable root - Google Patents
Ecological slope protection structure with stake of orientable root Download PDFInfo
- Publication number
- CN205617393U CN205617393U CN201620284145.3U CN201620284145U CN205617393U CN 205617393 U CN205617393 U CN 205617393U CN 201620284145 U CN201620284145 U CN 201620284145U CN 205617393 U CN205617393 U CN 205617393U
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- Prior art keywords
- orientable
- pile
- tree root
- protection structure
- slope protection
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Abstract
The utility model relates to a building engineering and municipal works field disclose an ecological slope protection structure with stake of orientable root, include: grid unit (1) of a plurality of settings in the side slope, it is equipped with a plurality of orientable root stake (2) to arrange in grid unit (1), orientable root stake (2) is equipped with a plurality of breathe freely, permeate water mesh (3) on every side, rectangle water drainage tank (4) are established on the both sides of grid unit (1). The utility model discloses can save the concrete, reduce project cost, and practical environmental protection, green clean.
Description
Technical field
This utility model relates to architectural engineering and municipal works field, particularly relates to one and is provided with orientable tree root
The ecological slope protection structure of pile.
Background technology
Engineering construction is met with a varied topography changeable, the most inevitably damages ecological environment, such as excavation
Cutting, railway embankment etc. define substantial amounts of bare slope, and these domatic existence can cause natural vegetation to break
A series of ecological environment problems such as bad, Soil erosion, have a negative impact to ecological environment along the line, and have
There is also geological disaster hidden danger, have influence on the safety and stability of major project.The side slope safety to engineering itself
Performance and surrounding produce important impact, its ecological recovery and the construction of view, become in engineering construction
Important content.Traditional project post-evaluation technology, as mortar or tabia etc. are wiped one's face, pneumatically placed concrete, grouted
Slabstone bank protection, shotcrete bank protection, anchor and spray net bank protection etc., alleviating the domatic unstability building the initial stage and erosion
The effect of aspect is fine, but As time goes on, rock, the air slaking of concrete, the corrosion of reinforcing bar, work
The intensity of journey bank protection can reduce, and effect worse and worse, and is unfavorable for recovering natural vegetation, is unfavorable for ecology
Balance.In the case, with alien earth sparging, thick layer base material spraying, plant cover concrete, spray sowing etc. it is
The Ecological Slope engineering of the greening bare side sloping represented is arisen at the historic moment, and in current engineering construction
Obtain applying more and more widely.Protecting slope ecology becomes the focus of Recent study, is increasingly subject to
Pay attention to.
Take conventional project bulkhead tech, to alleviating the domatic unstability building the initial stage and erosion aspect effect
Very well, effect highly significant.But common project post-evaluation method, As time goes on, concrete surface,
Mortar flag stone face all can air slaking, the burn into intensity of aging, reinforcing bar of concrete reduce, effect the most increasingly
Difference, later stage regulation is costly.These safeguard structures rise sheer from road both sides, seem firm, but ecological environment
Effect extreme difference.After side slope surface uses engineering protection measure, owing to lacking the environment of plant growing, destroyed
Vegetation be difficult to recover rapidly.
Use ecological revetment the most in contrast, start to act on more weak, but along with the growth of plant, plant
Breeding, intensity increases, and the effect to alleviating in terms of domatic unstability and erosion can be increasing.It addition,
Slope vegetation protection also has a significant advantage, is the ecological ring that can recover to be destroyed due to human engineering construction
Border, keeps the balance between ecology.But slope vegetation protection also has its limitation, the extension such as vegetation root system makes soil
Body produces crack, adds the permeability of the soil body；And for example the most uncontrollable side slope of deep root anchoring of plant is deeper
The slip of layer, if without stable rock-soil layer in root system expanded range, then its effect is the most inconspicuous, if meeting strong wind
Yu Zeyi extracts with root.It addition, for high gradient slope, if not taking engineering measure, plant growth medium is also
Being difficult to invest domatic, plant cannot grow certainly.
Utility model content
This utility model provides a kind of ecological slope protection structure being provided with orientable tree root pile, solves prior art
The easy air slaking in middle side slope protection surface, aging, destroy that ecological environment, permeability be high, the technology of poor stability
Problem.
The purpose of this utility model is achieved through the following technical solutions:
A kind of ecological slope protection structure being provided with orientable tree root pile, it is characterised in that including: multiple settings
Grill unit 1 in side slope, in described grill unit 1, arrangement is provided with multiple orientable tree root pile 2,
Described orientable tree root pile 2 is provided around multiple ventilative, permeable mesh (3), described grill unit 1
Both sides set rectangular drain groove 4.
Technique effect of the present utility model is:
This protective slope structure can save concrete, reduces construction costs, and practical environmental protection, green non-pollution.Can
Orientation tree root pile use in side slope protection engineering, it will help solve many engineering practice problems, tool
There is consolidation effect the most at a specified future date advantage all reliably, and along with the growth of vegetation, slope reinforcement effect is more come
The best.
Accompanying drawing explanation
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below by right
In embodiment, the required accompanying drawing used is briefly described, it should be apparent that, the accompanying drawing in describing below is only
It is only embodiments more of the present utility model, for those of ordinary skill in the art, is not paying creation
On the premise of property is laborious, also can obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the Facad structure schematic diagram of this utility model embodiment；
Fig. 2 is the cross-sectional view of this utility model embodiment.
Detailed description of the invention
Understandable for enabling above-mentioned purpose of the present utility model, feature and advantage to become apparent from, below in conjunction with attached
This utility model is described in further detail by figure and detailed description of the invention.
As depicted in figs. 1 and 2, for a kind of ecological slope protection structure being provided with orientable tree root pile, its feature
It is, including: multiple grill unit 1 being arranged in side slope, in described grill unit 1, arrangement is provided with many
Individual orientable tree root pile 2, described orientable tree root pile 2 is provided around multiple ventilative, permeable mesh (3),
The both sides of described grill unit 1 set rectangular drain groove 4.
Wherein, owing to the axial root system of plant exists multiple branch, therefore, described orientable tree root pile 2
Being made up of multiple hollow piles 5, can arrange a hollow pile 5 for each branch, branch is placed in described hollow
In stake 5, to guide plant skeleton root system oriented growth, described hollow pile 5 is made up of coconut husk material, described
Hollow pile 5 top is divided into vegetation root system, bottom to be divided into Nutrition Soil 6.
The spacing of described orientable tree root pile 2 is 0.5～2.0m, described hollow pile 5 a diameter of 30～
80cm, a length of the 2～10m of described hollow pile 5.
The shape of described grill unit 1 includes square, quincunx or rhombus.
Described grill unit 1 is by geotechnique's class material or composite integral die molding.
This utility model mainly utilizes degradable to orient tree root device, squeezes into slope soil, guides plant skeleton
Root system oriented growth, initial stage orientation tree root device plays main reinforcing side slope effect, growth over time,
Root system is grown up along planned orbit, is progressively cleared up hollow pile 5 simultaneously, and final vegetation root system substitutes hollow pile 5
To main reinforcing side slope effect.This protective slope structure can save concrete, reduces construction costs, and practical ring
Protect, green non-pollution.Orientable tree root pile use in side slope protection engineering, it will help solve to be permitted
Multiple-project practical problems, has consolidation effect the most at a specified future date advantage all reliably, and along with the growth of vegetation,
Slope reinforcement effect is become better and better.The type stake use in side slope protection engineering, it will help solve to be permitted
Multiple-project practical problems, cost-effective, the reduction of erection time, improve construction quality, it is provided that preferably prospect.
In actual application, achievement is notable, and certain engineering is coastal region soil-slope, and report, side slope are surveyed in base area
Being made up of weak soil, natural moisture content is big, compressibility is big, at the bottom of low bearing capacity, shearing strength, if do not carried out limit
Slope consolidation process, the coefficient of stability is less than 1.0, is unsatisfactory for specification regulation, and top layer is easily collapsed by rain drop erosion
Collapse.
Therefore through duration cost than choosing, protective slope structure of the present utility model is used to process.Orientable tree root
Parameter: stake footpath 50cm, the long 6m of stake, pile spacing 1.2m, blossom type layout, process range is that side slope is full
Cloth.It is implanted into the vegetation of main root footpath about 30cm.
Through field measurement and Theoretical Calculation: this stability of slope coefficient is more than 1.3, meets code requirement.This method
Protection effect at a specified future date quick, pollution-free, near of constructing is all good, is a kind of new side being applicable to soil-slope protection
Method.
It is understood that the system structure shown in figure is not intended that the restriction to system, ratio can be included
Illustrate more or less of equipment, or combine some equipment, or different deployed with devices.
Above, detailed description of the invention the most of the present utility model, but protection domain of the present utility model not office
Being limited to this, any those familiar with the art, can in the technical scope that this utility model discloses
Readily occur in change or replace, all should contain within protection domain of the present utility model.Therefore, this practicality
Novel protection domain should be as the criterion with scope of the claims.
Claims (5)
1. the ecological slope protection structure being provided with orientable tree root pile, it is characterized in that, including: multiple grill unit (1) being arranged in side slope, in described grill unit (1), arrangement is provided with multiple orientable tree root pile (2), described orientable tree root pile (2) is provided around multiple ventilative, permeable mesh (3), and the both sides of described grill unit (1) set rectangular drain groove (4).
The ecological slope protection structure being provided with orientable tree root pile the most according to claim 1, it is characterized in that, described orientable tree root pile (2) is made up of multiple hollow piles (5), described hollow pile (5) is made up of coconut husk material, described hollow pile (5) top is divided into vegetation root system, bottom to be divided into Nutrition Soil (6).
The ecological slope protection structure being provided with orientable tree root pile the most according to claim 2, it is characterized in that, the spacing of described orientable tree root pile (2) is 0.5～2.0m, described hollow pile (5) a diameter of 30～80cm, a length of the 2～10m of described hollow pile (5).
The ecological slope protection structure being provided with orientable tree root pile the most according to claim 1, it is characterised in that the shape of described grill unit (1) includes square, quincunx or rhombus.
The ecological slope protection structure being provided with orientable tree root pile the most according to claim 1, it is characterised in that described grill unit (1) is by geotechnique's class material or composite integral die molding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620284145.3U CN205617393U (en) | 2016-04-08 | 2016-04-08 | Ecological slope protection structure with stake of orientable root |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620284145.3U CN205617393U (en) | 2016-04-08 | 2016-04-08 | Ecological slope protection structure with stake of orientable root |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617393U true CN205617393U (en) | 2016-10-05 |
Family
ID=57029966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620284145.3U Expired - Fee Related CN205617393U (en) | 2016-04-08 | 2016-04-08 | Ecological slope protection structure with stake of orientable root |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205617393U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059891A (en) * | 2017-03-28 | 2017-08-18 | 浙江大学 | Plant pile group type mud-rock flow is blocked structure |
| CN107653892A (en) * | 2017-10-30 | 2018-02-02 | 江苏开放大学 | A kind of ecological revetment system based on plant root species form |
| CN108330914A (en) * | 2018-04-27 | 2018-07-27 | 河南创辉水利水电工程有限公司 | A kind of levee slope double-layer protecting device of mountain stream |
| CN113016540A (en) * | 2021-03-18 | 2021-06-25 | 广西壮族自治区亚热带作物研究所（广西亚热带农产品加工研究所） | Directional potato bearing device and high-yield cassava cultivation method |
-
2016
- 2016-04-08 CN CN201620284145.3U patent/CN205617393U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059891A (en) * | 2017-03-28 | 2017-08-18 | 浙江大学 | Plant pile group type mud-rock flow is blocked structure |
| CN107653892A (en) * | 2017-10-30 | 2018-02-02 | 江苏开放大学 | A kind of ecological revetment system based on plant root species form |
| CN108330914A (en) * | 2018-04-27 | 2018-07-27 | 河南创辉水利水电工程有限公司 | A kind of levee slope double-layer protecting device of mountain stream |
| CN113016540A (en) * | 2021-03-18 | 2021-06-25 | 广西壮族自治区亚热带作物研究所（广西亚热带农产品加工研究所） | Directional potato bearing device and high-yield cassava cultivation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20161005 Termination date: 20170408 |