CN205907653U - Embankment protection structure - Google Patents
Embankment protection structure Download PDFInfo
- Publication number
- CN205907653U CN205907653U CN201620768699.0U CN201620768699U CN205907653U CN 205907653 U CN205907653 U CN 205907653U CN 201620768699 U CN201620768699 U CN 201620768699U CN 205907653 U CN205907653 U CN 205907653U
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- CN
- China
- Prior art keywords
- brick
- protection structure
- permeable
- petiolus trachycarpi
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000011449 brick Substances 0.000 claims abstract description 45
- 239000000835 fiber Substances 0.000 claims abstract description 15
- 239000002689 soil Substances 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 241000196324 Embryophyta Species 0.000 claims description 23
- 235000006025 Durio zibethinus Nutrition 0.000 claims description 3
- 240000000716 Durio zibethinus Species 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 235000013311 vegetables Nutrition 0.000 abstract description 6
- 239000012466 permeate Substances 0.000 abstract 3
- 238000005253 cladding Methods 0.000 abstract 1
- 238000004162 soil erosion Methods 0.000 abstract 1
- 230000003628 erosive effect Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000004927 clay Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011159 matrix material Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses an embankment protection structure, it is supreme in proper order including permeating water palm brick layer, soil horizon and vegetable layer by down, it adopts the palm brick that permeates water to lay to form to permeate water palm brick layer, and the structure of the palm brick that permeates water includes porous concrete piece, cross arrangement reinforcing bar and the vegetable fibre layer of cladding at concreted structure in the concrete piece. Adopt the utility model discloses an embankment protection structure has a stable vegetation, and the function of antiscour to preventing soil erosion and water loss, can realize the revegetation of side slope early, carries high slope's stable play an active role.
Description
Technical field
This utility model is related to building material field, relates generally to a kind of embankment protection structure.
Background technology
Side slope is the important component part in highway, river course, deals with improperly, be susceptible to broken fall, avalanche, slump even sliding
Slope, both weldings, affect highway, river course normally runs again, interruption of communication, the normal flood passage flood discharge in impact river course when serious,
Cause heavy economic lossess.In order to ensure roadbed, channel revetment stability of slope, prevent slopes sloughing and slope erosion, broken fall, need
Take rationally suitable engineering measure.The basic function of concrete segment is dyke strengthening bank protection, cuts down wave energy, subtracts through considering
The factors such as small load, enhancing structure drag, enhanced stability and convenient construction, interlocking concrete building block is to be thick bone by rubble or cobble
The concrete that material makes, it has the fragility of concrete, and building block simultaneously has the key property of drying shrinkage, after natural curing,
Its drying shrinkage is about 60% about, thus such concrete building block of interlocking is used in body of wall and crack just occurs unavoidably, and the time one is long, easily
Avalanche occurs.And, simple concrete segment can not plant green plants for a long time.Therefore, prior art needs to improve
And development.
Therefore, prior art has yet to be improved and developed.
Utility model content
In view of above-mentioned the deficiencies in the prior art, the purpose of this utility model be to provide a kind of embankment protection structure it is intended to
Solve the problems, such as that existing concrete building block has crack, unstable properties.
The technical solution of the utility model is as follows:
A kind of embankment protection structure, wherein, includes permeable Petiolus Trachycarpi brick layer, soil horizon and vegetable layer from the bottom to top successively；Thoroughly
Water Petiolus Trachycarpi brick layer is formed using the laying of permeable Petiolus Trachycarpi brick, the structure of permeable Petiolus Trachycarpi brick include celluar concrete block, arranged in a crossed manner
Reinforcing bar in concrete block and the plant fiber layer being coated on concrete surface.
Described embankment protection structure, wherein, described plant fiber layer is coir fibre layer, palm shell fibrous layer, Durio Zibethinus murr
Case fibre layer.
Described embankment protection structure, wherein, described celluar concrete block is set to square block.
Described embankment protection structure, wherein, the length of side of described celluar concrete block is set to 700～800mm, and thickness sets
It is set to 200～300mm.
Described embankment protection structure, wherein, the two ends of reinforcing bar form latch closure outside celluar concrete block.
Described embankment protection structure, wherein, on two diagonal of celluar concrete block, latch closure is arranged steel-bar arrangement
On four angles of celluar concrete block.
Described embankment protection structure, wherein, permeable Petiolus Trachycarpi brick is laid in the form of rectangular array.
Described embankment protection structure, wherein, between the permeable Petiolus Trachycarpi brick of a line, between two rows permeable Petiolus Trachycarpi brick
Coupled together through adjacent latch closure using annulus.
Described embankment protection structure, wherein, permeable Petiolus Trachycarpi brick is laid using staggered mode.
Described embankment protection structure, wherein, adopts annulus to pass through adjacent latch closure to connect with the permeable Petiolus Trachycarpi brick of a line
Get up.
Beneficial effect: embankment protection structure of the present utility model, permeable Petiolus Trachycarpi brick layer is laid on soil matrix, then again saturating
The surface of water Petiolus Trachycarpi brick layer spreads a layer of clay earth layer, and in kind, plant forms vegetable layer.Using embankment protection structure of the present utility model,
Permeable Petiolus Trachycarpi brick layer connects into a piece of, and sound construction is stable, has the function of stable embankment, antiscour, to preventing erosion,
The revegetation of side slope can be realized early, the stability improving side slope plays positive role, be also prevented from that slopes cunning occurs
Collapse and slope erosion, broken fall situation.And, permeable Petiolus Trachycarpi brick can be installed using mechanical hoisting, and speed of application is fast, efficiency
Height, is applicable to the needs of the flood-fighting disaster relief；Raw period expense low it is not necessary to safeguard.
Brief description
Fig. 1 is the topology view of this utility model embankment protection structure.
Fig. 2 is the structure schematic diagram of permeable Petiolus Trachycarpi brick in this utility model.
Fig. 3 is the positive structure schematic of permeable Petiolus Trachycarpi brick in this utility model.
Fig. 4 is the structural representation when permeable Petiolus Trachycarpi brick is internal for the reinforcing bar in this utility model.
Fig. 5 is the attachment structure schematic diagram of permeable Petiolus Trachycarpi brick in this utility model.
Fig. 6 is the embankment protection structural representation of laying in the form of rectangular array.
Fig. 7 is the embankment protection structural representation using the laying of staggered form.
Specific embodiment
This utility model provides a kind of embankment protection structure, for making the purpose of this utility model, technical scheme and effect more
Plus clear, clear and definite, below this utility model is further described.It should be appreciated that specific embodiment described herein is only
Only in order to explain this utility model, it is not used to limit this utility model.
A kind of embankment protection structure providing in this utility model, as shown in figure 1, include permeable Petiolus Trachycarpi from the bottom to top successively
Brick layer, soil horizon 20 and vegetable layer 30；Permeable Petiolus Trachycarpi brick layer is formed using the laying of permeable Petiolus Trachycarpi brick, as shown in figs. 2 to 4, permeable
The structure of Petiolus Trachycarpi brick includes celluar concrete block 10, the reinforcing bar 12 in concrete block arranged in a crossed manner and is coated on concrete surface
Plant fiber layer 11.Permeable Petiolus Trachycarpi brick layer is laid on soil matrix, and permeable Petiolus Trachycarpi brick layer forms a flexible resistance body, stable
Property good, then spread a layer of clay earth layer 20 on the surface of permeable Petiolus Trachycarpi brick layer again, in kind, plant forms vegetable layer 30.Using this practicality
New embankment protection structure has stable vegetation, the function of antiscour, to preventing erosion, can realize side slope early
Revegetation, the stability improving side slope plays positive role.
Reinforcing bar 12 plays the effect of reinforcement in celluar concrete block 10, improves the heavily fortified point of celluar concrete block 10 further
Soundness.Further, the two ends of described reinforcing bar 12 are arranged to celluar concrete block 10 internal bend, and the two ends of reinforcing bar 12 are in porous
Concrete block 10 is outer to form latch closure 13, for connecting with adjacent permeable Petiolus Trachycarpi brick.Described reinforcing bar 12 is preferably arranged on porous
On two diagonal of concrete block 10, so, latch closure 13 is located just on four angles of celluar concrete block 10, such as Fig. 5
Shown.This permeable Petiolus Trachycarpi brick can be installed using mechanical hoisting, and speed of application is fast, and efficiency high is applicable to the flood-fighting disaster relief
Needs.
Preferably, described celluar concrete block 10 is set to square block, is easy to arrangement splicing on embankment.Described porous
The length of side of concrete block 10 is set to 700～800mm, and thickness is set to 200～300mm, is gravity type celluar concrete product.
Permeable Petiolus Trachycarpi brick can be to be laid, when being laid in the form of rectangular array, as shown in fig. 6, same in the form of rectangular array
Between the permeable Petiolus Trachycarpi brick of row, can also be connected through adjacent latch closure 13 using annulus 14 between two rows permeable Petiolus Trachycarpi brick
Get up, so that all of permeable Petiolus Trachycarpi brick is joined together, all linked with one another, structure is more firm.Permeable Petiolus Trachycarpi brick can also be using friendship
The mode of staggered arrangement row is laid, as shown in fig. 7, can pass through adjacent latch closure 13 even using annulus 14 with the permeable Petiolus Trachycarpi brick of a line
Pick up, this structure is applied to the river levee on more gentle slope.Embankment protection structure provided by the utility model, has filtration rainwater
Function, rainwater flows in current through embankment protection structure again, leaves sand, soil etc. in embankment protection structure.And
This embankment protection sound construction, has stable preparation, the function of antiscour, to preventing erosion, realizes the plant of side slope early
It is resumed, the stability improving side slope has other irreplaceable functions of concrete segment institute.
Described plant fiber layer 11 can be coir fibre layer, palm shell fibrous layer, durian shell fibrous layer etc..Plant fiber
The continuous gap of layer 11 can absorb soil, nutrient and the plant seed that fixing flowing water brings, and the root system for plant provides growth
Space, relend help covering soil layer more vigorous by plant growing, growth get up plant also can help plant fiber layer 11
Keep soil here, prevent water and soil streaming.Plant fiber layer 11 can be integrated with soil and vegetation after construction, the time of 7～8 years
In gradually decompose return to the nature, on naturally not resulting in impact.
Celluar concrete block 10 can be prepared from using rubble and concrete, do not contain sand, make porous coagulation in material
Soil block 10 has the structure of sachima shape, and there are many irregular holes on internal and surface.Due to having many irregular holes, make
The water absorption of described celluar concrete block 10 and aeration can create conditions for the growth and development of plant.The root system of plant is permissible
Enter in the space of celluar concrete block 10 through plant fiber layer 11, then take root in the soil of embankment, plant ground root system energy
Consolidate position on embankment for the celluar concrete block 10 further.The root system that the xoncrete structure of porous is not only plant provides
The space of growth, also fixes root system of plant, resists washing away of flood.
It should be appreciated that application of the present utility model is not limited to above-mentioned citing, those of ordinary skill in the art are come
Say, can be improved according to the above description or convert, all these modifications and variations all should belong to the appended power of this utility model
The protection domain that profit requires.
Claims (10)
1. a kind of embankment protection structure is it is characterised in that include permeable Petiolus Trachycarpi brick layer, soil horizon and vegetation from the bottom to top successively
Layer；Permeable Petiolus Trachycarpi brick layer is formed using the laying of permeable Petiolus Trachycarpi brick, and the structure of permeable Petiolus Trachycarpi brick includes celluar concrete block, intersection sets
Put the reinforcing bar in concrete block and the plant fiber layer being coated on concrete surface.
2. embankment protection structure according to claim 1 it is characterised in that described plant fiber layer be coir fibre layer,
Palm shell fibrous layer, durian shell fibrous layer.
3. embankment protection structure according to claim 1 is it is characterised in that described celluar concrete block is set to square
Block.
4. embankment protection structure according to claim 3 is it is characterised in that the length of side of described celluar concrete block is set to
700～800mm, thickness is set to 200～300mm.
5. embankment protection structure according to claim 3 is it is characterised in that the two ends of reinforcing bar are in celluar concrete block profile
Become latch closure.
6. embankment protection structure according to claim 5 is it is characterised in that steel-bar arrangement is at two of celluar concrete block
On diagonal, latch closure is arranged on four angles of celluar concrete block.
7. embankment protection structure according to claim 6 is it is characterised in that permeable Petiolus Trachycarpi brick is in the form of rectangular array
Laying.
8. embankment protection structure according to claim 7 it is characterised in that between the permeable Petiolus Trachycarpi brick of a line, up and down
Coupled together through adjacent latch closure using annulus between two rows permeable Petiolus Trachycarpi brick.
9. embankment protection structure according to claim 6 is it is characterised in that permeable Petiolus Trachycarpi brick adopts staggered mode
Laying.
10. embankment protection structure according to claim 9 is it is characterised in that adopt annulus with the permeable Petiolus Trachycarpi brick of a line
Couple together through adjacent latch closure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620768699.0U CN205907653U (en) | 2016-07-19 | 2016-07-19 | Embankment protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620768699.0U CN205907653U (en) | 2016-07-19 | 2016-07-19 | Embankment protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205907653U true CN205907653U (en) | 2017-01-25 |
Family
ID=57804504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620768699.0U Expired - Fee Related CN205907653U (en) | 2016-07-19 | 2016-07-19 | Embankment protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205907653U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335337A (en) * | 2020-03-18 | 2020-06-26 | 保利新联爆破工程集团有限公司 | Ecological protection slope device for mountain protection |
-
2016
- 2016-07-19 CN CN201620768699.0U patent/CN205907653U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111335337A (en) * | 2020-03-18 | 2020-06-26 | 保利新联爆破工程集团有限公司 | Ecological protection slope device for mountain protection |
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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: 20170125 Termination date: 20210719 |