CN205530339U - Flexible ecological barricade bank protection system - Google Patents
Flexible ecological barricade bank protection system Download PDFInfo
- Publication number
- CN205530339U CN205530339U CN201620220650.1U CN201620220650U CN205530339U CN 205530339 U CN205530339 U CN 205530339U CN 201620220650 U CN201620220650 U CN 201620220650U CN 205530339 U CN205530339 U CN 205530339U
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- CN
- China
- Prior art keywords
- protection system
- compartment
- layer
- nidus vespae
- slope protection
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- 239000000463 material Substances 0.000 claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 25
- 238000012856 packing Methods 0.000 claims description 16
- 239000002689 soil Substances 0.000 claims description 13
- 239000004746 geotextile Substances 0.000 claims description 7
- 239000004744 fabric Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 9
- 238000009331 sowing Methods 0.000 abstract description 4
- 241000196324 Embryophyta Species 0.000 abstract 7
- 239000000945 filler Substances 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 6
- 238000010008 shearing Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 241000256844 Apis mellifera Species 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241000238586 Cirripedia Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Abstract
The utility model relates to a slope ecological protection technical field especially relates to a flexible ecological barricade bank protection system, include along slope surface from lower supreme multilayer honeycomb check rooms (10) of folding the step in proper order and forming step form wall, fill the filler material in honeycomb check rooms (10) in and cover the step and describe the plant species of the step face of wall and plant the layer. Fill the honeycomb check room (10) that there is the filler material by the multilayer and fold the wall body that the step formed in proper order and have great shear strength and rigidity and certain flexibility, can adapt to the ground deformation better, have great bearing capacity. Can broadcast sowing plant species on plant species plants the layer, it provides the growing environment for plant species to plant the layer by plant species to can realize the afforestation of wall, form ecological bank protection system and reach pleasing to the eye effect.
Description
Technical field
This utility model relates to protecting slope ecology technical field, particularly relates to a kind of flexible ecological
Barricade slope protection system.
Background technology
In recent years, along with the high speed development of science and technology with national economy, the capital construction of China
Particularly ecology is built and has been obtained large-scale development.The engineering constructions such as highway, railway, water conservancy with
Natural environment is closely related, and its project scale is big, project is many, involve a wide range of knowledge, and soil stone is filled out and dug work
A large amount of soil stone bare side slopings that journey is formed, destroy existing vegetation, affect local environment
Bigger.In all kinds of infrastructure constructions, various special geology phenomenons, such as: weak soil, expansion
Soil, come down, cave in, mud-rock flow etc. the most, exposed high gradient slope is also seen everywhere.
Traditional slope protection measures, as barnacle props up gear, safeguard structure engineering, its bricklaying quantity
Greatly, labor intensity is high, because of from great and high to ground requirement for bearing capacity, particularly to metope without
Method is afforested, and affects the ecoscape effect of project construction to a certain extent.
Utility model content
(1) to solve the technical problem that
The technical problems to be solved in the utility model be to provide a kind of bearing capacity high, can be to wall
Face carries out the flexible ecological barricade slope protection system afforested.
(2) technical scheme
In order to solve above-mentioned technical problem, this utility model provides a kind of flexible ecological barricade and protects
Slope system, including: along side slope surface the most successively bond and to form step-like metope many
Layer Nidus Vespae compartment, it is filled in the indoor packing material of honeycomb-lattice and covers the platform of step-like metope
The plant growing layer of terrace.
According to this utility model, also including: reinforcing layer, reinforcing layer is located at adjacent two layers honeycomb-lattice
Between room.
According to this utility model, reinforcing layer is provided with multilamellar, and multilamellar honeybee is located at multilamellar reinforcing layer interval
Between nest compartment.
According to this utility model, multilamellar reinforcing layer is equally spaced located between multilamellar Nidus Vespae compartment.
According to this utility model, reinforcing layer is GSZ.
According to this utility model, also include: geotextiles, geotextile laying on side slope surface,
And between side slope surface and Nidus Vespae compartment.
According to this utility model, also including: drain pipe, drain pipe is located at side slope surface, and soil
Work cloth covers drain pipe.
According to this utility model, also including: basal layer, base-layer bits is in multilamellar Nidus Vespae compartment
Lower section.
According to this utility model, packing material is sandy and stony soil and/or concrete.
(3) beneficial effect
Technique scheme of the present utility model has the advantage that
The body of wall of flexible ecological barricade slope protection system of the present utility model is by multilamellar Nidus Vespae compartment successively
Bond forms, and utilizes the frictional resistance between packing material and Nidus Vespae compartment and Nidus Vespae compartment to filling out
Fill the lateral restriction of material, form the wall body structure with bigger shearing strength and rigidity, and
This wall body structure has certain flexibility, energy between Nidus Vespae compartment self and adjacent Nidus Vespae compartment
Enough produce certain lateral deformation, thus reduce the soil lateral pressure of the wall back of the body, can better adapt to
Foundation deformation, low to ground requirement for bearing capacity, and after deformation, stress can be redistributed, without
Occur to destroy suddenly.Therefore, this flexible ecological barricade slope protection system has bigger bearing capacity.
Additionally, be coated with plant growing layer on the step surface of step-like metope, keep off at this flexible ecological
Wall slope protection system pile up complete after, plant seed can be broadcasted sowing on plant growing layer, by planting
Species plant layer provides growing environment for plant seed, thus can realize the greening of metope, is formed raw
State slope protection system also reaches effect attractive in appearance.This flexible ecological barricade slope protection system also has structure
Gently, easy construction, cheap advantage.
Accompanying drawing explanation
Fig. 1 is the structural representation of the flexible ecological barricade slope protection system of this utility model embodiment.
In figure: 10: Nidus Vespae compartment;20: basal layer;30: reinforcing layer;40: geotextiles;
50: drain pipe.
Detailed description of the invention
For making the purpose of this utility model embodiment, technical scheme and advantage clearer, below
The accompanying drawing in this utility model embodiment will be combined, to the technical side in this utility model embodiment
Case is clearly and completely described, it is clear that described embodiment is of the present utility model one
Section Example rather than whole embodiments.Based on the embodiment in this utility model, this
It is every other that field those of ordinary skill is obtained on the premise of not making creative work
Embodiment, broadly falls into the scope of this utility model protection.
As it is shown in figure 1, a kind of embodiment of this utility model flexible ecological barricade slope protection system.
The flexible ecological barricade slope protection system of the present embodiment includes: multilamellar Nidus Vespae compartment 10, packing material
With plant growing layer (not shown).Wherein, multilamellar Nidus Vespae compartment 10 along side slope surface from
Under supreme bond successively form step-like metope.Preferably, multilamellar Nidus Vespae compartment 10 times
Side is provided with basal layer 20, i.e. multilamellar Nidus Vespae compartment 10 bond successively on basal layer 20.Base
Plinth layer 20 fills and leads up layer for soil, and the bond that it is multilamellar Nidus Vespae compartment 10 provides smooth basal plane.
When basal layer 20 is constructed, need to be to soil horizon compaction in layers, coefficient of compaction K >=0.9.Packing material
Being filled in Nidus Vespae compartment 10, packing material can be sandy and stony soil or concrete, it is also possible to simultaneously
It is filled with concrete and sandy and stony soil.Preferably, the even particle size of packing material, maximum grain
Footpath is not more than 5, and the void of every layer of packing material is filled out thickness and is not more than 30, and less than 25.
Further, after packing material is filled, first it is flattened, then can carry out rolling pressure
Real.Plant growing layer covers on the step surface of step-like metope.
The body of wall of the above-mentioned flexible ecological barricade slope protection system of the present embodiment is by multilamellar Nidus Vespae compartment 10
Bond forms successively, is filled with packing material in Nidus Vespae compartment 10, utilizes packing material and honeybee
Frictional resistance between nest compartment 10 and the Nidus Vespae compartment 10 lateral restriction to packing material,
Form the wall body structure with bigger shearing strength and rigidity.On the one hand, the Nidus Vespae being layering
Compartment 10, due to the gravitational effect of himself, has kept out the lateral displacement of rolling earth behind retaining wall, it is ensured that
The stablizing of embankment after wall, and the bigger shearing strength of wall body structure and rigidity also ensure that himself
Stablize.On the other hand, the wall body structure of Nidus Vespae compartment 10 bond have certain soft
Property, can produce certain lateral between Nidus Vespae compartment 10 self and adjacent Nidus Vespae compartment 10
Deformation, thus reduce the soil lateral pressure of the wall back of the body, foundation deformation can be better adapted to, to ground
Requirement for bearing capacity is low, and after deformation, stress can be redistributed, without occurring to destroy suddenly.Cause
This, this flexible ecological barricade slope protection system has bigger bearing capacity.Additionally, step-like
It is coated with plant growing layer on the step surface of metope, piles up at this flexible ecological barricade slope protection system
After complete, plant seed can be broadcasted sowing on plant growing layer, plant growing layer be plant
Seed provides growing environment, thus can realize the greening of metope, forms ecological revetment system and reaches
To effect attractive in appearance.The above-mentioned flexible ecological barricade slope protection system of the present embodiment also have structure light,
Easy construction, cheap advantage.
Further, the flexible ecological barricade slope protection system of the present embodiment also includes reinforcing layer 30, adds
Muscle layer 30 is located between adjacent two layers Nidus Vespae compartment 10.Preferably, reinforcing layer 30 is provided with multilamellar,
Equally spaced it is located between multilamellar reinforcing layer 30 between multilamellar Nidus Vespae compartment 10.In the present embodiment,
It is provided with one layer of reinforcing layer 30 between every two-layer Nidus Vespae compartment 10.Certainly, adjacent two layers reinforcing layer
Interval between 30 is not limited to the two-layer Nidus Vespae compartment of the present embodiment, but can be according to reality
Border construction environment carries out selecting to arrange.Reinforcing layer 30 is GSZ, and it has bigger tension
Intensity.On the one hand, directly limit the lateral of wall body structure by the tensile property of reinforcing layer 30
Displacement.On the other hand, reinforcing layer 30, by its interface interaction, limits in Nidus Vespae compartment 10
The lateral deformation of packing material, improve the shearing strength of packing material, shared part and filled out
Fill material pressure, the most correspondingly improve the bearing capacity of whole cavity body structure.By Nidus Vespae compartment
Also can in addition to producing rigid body displacement under the effect of the wall body structure outer load of 10 bonds
There is deflection deformation, and reinforcing layer 30 also has obvious flexing resistance outside playing drawing-resistant function
Can, the overall structure that therefore reinforcing layer 30 and Nidus Vespae compartment 10 are formed has the biggest carrying energy
Power.
Further, the flexible ecological barricade slope protection system of the present embodiment also includes geotextiles 40 and row
Water pipe 50.Geotextiles 40 is laid on side slope surface, and is positioned at side slope surface and Nidus Vespae compartment
Between 10, it is possible to play the effect of draining antiseepage.Drain pipe 50 is located at side slope surface, and geotechnique
Cloth 40 covers drain pipe 50, is achieved in the draining of this flexible ecological barricade slope protection system.
In sum, the flexible ecological barricade slope protection system of the present embodiment, multilamellar it is filled with
The body of wall of Nidus Vespae compartment 10 bond successively filling material have bigger shearing strength and rigidity and
Certain flexibility.Under the effect of this wall body structure outer load in addition to producing rigid body displacement also
Deflection deformation can occur, and reinforcing layer 30 also has obvious bending resistance outside playing drawing-resistant function
Performance, the overall structure that therefore reinforcing layer 30 and Nidus Vespae compartment 10 are formed has the biggest carrying
Ability.Additionally, be coated with plant growing layer on the step surface of step-like metope, in this flexibility
Ecological Retaining Wall slope protection system pile up complete after, plant seed can be broadcasted sowing on plant growing layer,
Thered is provided growing environment by plant growing layer for plant seed, thus the greening of metope, shape can be realized
Become ecological revetment system and reach effect attractive in appearance.
It is last it is noted that above example is only in order to illustrate the technical solution of the utility model,
It is not intended to limit;Although this utility model being described in detail with reference to previous embodiment,
It will be understood by those within the art that: it still can be to described in foregoing embodiments
Technical scheme modify, or wherein portion of techniques feature is carried out equivalent;And this
A little amendments or replacement, do not make the essence of appropriate technical solution depart from this utility model and respectively implement
The spirit and scope of example technical scheme.
Claims (9)
1. a flexible ecological barricade slope protection system, it is characterised in that including:
Along side slope surface the most successively bond the multilamellar Nidus Vespae compartment that forms step-like metope
(10), it is filled in the packing material in described Nidus Vespae compartment (10) and covers described step-like
The plant growing layer of the step surface of metope.
Flexible ecological barricade slope protection system the most according to claim 1, it is characterised in that
Also include:
Reinforcing layer (30), described reinforcing layer (30) is located at Nidus Vespae compartment (10) described in adjacent two layers
Between.
Flexible ecological barricade slope protection system the most according to claim 2, it is characterised in that
Described reinforcing layer (30) is provided with multilamellar, and described in multilamellar, institute is located at reinforcing layer (30) interval
State between multilamellar Nidus Vespae compartment (10).
Flexible ecological barricade slope protection system the most according to claim 3, it is characterised in that
Reinforcing layer described in multilamellar (30) be equally spaced located at described multilamellar Nidus Vespae compartment (10) it
Between.
Flexible ecological barricade slope protection system the most according to claim 2, it is characterised in that
Described reinforcing layer (30) is GSZ.
Flexible ecological barricade slope protection system the most according to claim 1, it is characterised in that
Also include:
Geotextiles (40), described geotextiles (40) is laid on described side slope surface, and is positioned at
Between described side slope surface and described Nidus Vespae compartment (10).
Flexible ecological barricade slope protection system the most according to claim 6, it is characterised in that
Also include:
Drain pipe (50), described drain pipe (50) is located at described side slope surface, and described geotechnique
Cloth (40) covers described drain pipe (50).
Flexible ecological barricade slope protection system the most according to claim 1, it is characterised in that
Also include:
Basal layer (20), described basal layer (20) is positioned at described multilamellar Nidus Vespae compartment (10)
Lower section.
Flexible ecological barricade slope protection system the most according to claim 1, it is characterised in that
Described packing material is sandy and stony soil and/or concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620220650.1U CN205530339U (en) | 2016-03-22 | 2016-03-22 | Flexible ecological barricade bank protection system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620220650.1U CN205530339U (en) | 2016-03-22 | 2016-03-22 | Flexible ecological barricade bank protection system |
Publications (1)
Publication Number | Publication Date |
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CN205530339U true CN205530339U (en) | 2016-08-31 |
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CN201620220650.1U Expired - Fee Related CN205530339U (en) | 2016-03-22 | 2016-03-22 | Flexible ecological barricade bank protection system |
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CN (1) | CN205530339U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106368238A (en) * | 2016-11-01 | 2017-02-01 | 西北大学 | Honeycomb geocell earth retaining wall with ecological restoration function and construction method thereof |
CN108442200A (en) * | 2018-03-29 | 2018-08-24 | 湖北工业大学 | A kind of composite reinforced roadbed of domestic refuse incineration ash composite soil and its construction method |
-
2016
- 2016-03-22 CN CN201620220650.1U patent/CN205530339U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106368238A (en) * | 2016-11-01 | 2017-02-01 | 西北大学 | Honeycomb geocell earth retaining wall with ecological restoration function and construction method thereof |
CN106368238B (en) * | 2016-11-01 | 2018-10-30 | 西北大学 | A kind of honeycomb geotechnical grid retaining wall and its construction method with ecological recovery function |
CN108442200A (en) * | 2018-03-29 | 2018-08-24 | 湖北工业大学 | A kind of composite reinforced roadbed of domestic refuse incineration ash composite soil and its construction method |
CN108442200B (en) * | 2018-03-29 | 2020-11-03 | 湖北工业大学 | Domestic garbage incineration ash mixed soil composite reinforced roadbed and construction method thereof |
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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 |
Granted publication date: 20160831 |
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CF01 | Termination of patent right due to non-payment of annual fee |