CN204491519U - The anti-erosion protective slope structure of a kind of Channel slope - Google Patents
The anti-erosion protective slope structure of a kind of Channel slope Download PDFInfo
- Publication number
- CN204491519U CN204491519U CN201420861529.8U CN201420861529U CN204491519U CN 204491519 U CN204491519 U CN 204491519U CN 201420861529 U CN201420861529 U CN 201420861529U CN 204491519 U CN204491519 U CN 204491519U
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- China
- Prior art keywords
- water body
- hedge
- guardrail
- macadam
- slope structure
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Abstract
The utility model relates to the anti-erosion protective slope structure of a kind of Channel slope, described protective slope structure is arranged between embankment and water body, described water body side is provided with deal pile, at deal pile, the hedge guardrail that bamboo works out is set away from water body side, hedge guardrail inserts in the mud of water bottom together with deal pile, at hedge guardrail, water body side is provided with macadam, macadam is covered with planting soil layer, the bottommost of described plantation soil layer is higher than the horizontal plane of water body.Described protective slope structure is provided with deal pile and hedge guardrail in water body, that reduces water body washes away erosion, the rubble that employing can reuse carries out bottom place mat, and lay planting soil up, not only realize zoology green-recovery, and rubble can reuse, cost is not high, is relatively applicable to the lax side slope of soil property.This protective slope structure cost is not high, and compliance is good, can realize zoology green-recovery, can effectively prevent erosion, and implementation result is good.
Description
Technical field
The utility model relates to the anti-erosion protective slope structure of a kind of Channel slope, belongs to the anti-erosion technical field in river course.
Background technology
In Channel slope protection process of construction, general employing concrete baffle plate or bulk stone are piled into protecting wall, this protective slope structure is reliable, but destruction is to a certain degree caused to the periphery ecosystem, and cost is higher, for the side slope that soil property is lax, existing protective slope structure is very unsuitable, and soil erosion problem still exists.
Utility model content
The utility model for the deficiency that prior art exists, provides a kind of Channel slope anti-erosion protective slope structure just.
For solving the problem, technical solution adopted in the utility model is as follows:
The anti-erosion protective slope structure of a kind of Channel slope, described protective slope structure is arranged between embankment and water body, described water body side is provided with deal pile, at deal pile, the hedge guardrail that bamboo works out is set away from water body side, hedge guardrail inserts in the mud of water bottom together with deal pile, at hedge guardrail, water body side is provided with macadam, macadam is covered with planting soil layer, the bottommost of described plantation soil layer is higher than the horizontal plane of water body.
As the improvement of technique scheme, between described macadam and hedge guardrail, spacing d is 10 ~ 20cm.
As the improvement of technique scheme, the fractured-rock layer thickness h bottom described plantation soil layer is no less than 20cm.
As the improvement of technique scheme, described between hedge guardrail and macadam, between macadam and plantation soil layer, and be also provided with geotechnological layer of cloth at the bottommost of macadam.
Compared with prior art, implementation result of the present utility model is as follows for the utility model:
Protective slope structure described in the utility model, deal pile and hedge guardrail is provided with in water body, that reduces water body washes away erosion, the rubble that employing can reuse carries out bottom place mat, and lay planting soil up, not only realize zoology green-recovery, and rubble can reuse, cost is not high, is relatively applicable to the lax side slope of soil property.This protective slope structure cost is not high, and compliance is good, can realize zoology green-recovery, can effectively prevent erosion, and implementation result is good.
Accompanying drawing explanation
Fig. 1 is protective slope structure schematic diagram described in the utility model.
Detailed description of the invention
Below in conjunction with specific embodiments content of the present utility model is described.
As shown in Figure 1, be protective slope structure schematic diagram described in the utility model.Protective slope structure described in the utility model is arranged between embankment 1 and water body 2, and what be used for protecting water body 2 pairs of embankments 1 washes away erosion.Water body 2 side is provided with deal pile 3, at deal pile 3, the hedge guardrail 4 that bamboo works out is set away from water body 2 side, hedge guardrail 4 inserts in the mud bottom water body 2 together with deal pile 3, and deal pile 3 plays the effect of fixing hedge guardrail 4, prevents the loose disintegration of protective slope structure.Hedge guardrail 4 reduces washing away of water body 2 pairs of embankments 1, and resistance to immersion, not easily corrosion-deformation.
At hedge guardrail 4, water body 2 side is provided with thick macadam 5, between macadam 5 and hedge guardrail 4, spacing d is 10 ~ 20cm, ensures that macadam 5 pairs of hedge guardrails 4 have good supporting role like this, and can not overwhelm hedge guardrail 4.Macadam 5 is covered with planting soil layer 6, can planting aquatic plants on plantation soil layer 6, the bottommost of described plantation soil layer 6 is higher than the horizontal plane of water body 2, and macadam 5 thickness h bottom plantation soil layer 6 is no less than 20cm, like this, not only effectively ensure the water eroding and flooding of water body 2 to plantation soil layer 6, and macadam 5 pairs of water systems carry out cleaning and filtering and retaining, are beneficial to the growth of water plant.
Protective slope structure described in the utility model, between hedge guardrail 4 and macadam 5, between macadam 5 and plantation soil layer 6, and be also provided with geotechnological layer of cloth 7 at the bottommost of macadam 5, geotechnological layer of cloth 7 between hedge guardrail 4 and macadam 5, reduces the erosion of water body 2 pairs of macadams 5.Geotechnological layer of cloth 7 between macadam 5 and plantation soil layer 6, filters water system in macadam 5, and is beneficial to its retaining.At the geotechnological layer of cloth 7 of the bottommost of macadam 5, convenient when ensureing to lay and clear up macadam 5, operation is simple, and operating efficiency is high, reduces embankment 1 to the impact of macadam 5 simultaneously as far as possible.
Obviously, those skilled in the art can carry out various change and modification to the utility model and not depart from spirit and scope of the present utility model.Like this, if these amendments of the present utility model and modification belong within the scope of the utility model claim and equivalent technologies thereof, then the utility model is also intended to comprise these change and modification.
Claims (4)
1. the anti-erosion protective slope structure of Channel slope, described protective slope structure is arranged between embankment (1) and water body (2), it is characterized in that, described water body (2) side is provided with deal pile (3), at deal pile (3), the hedge guardrail (4) that bamboo works out is set away from water body (2) side, hedge guardrail (4) inserts in the mud of water body (2) bottom together with deal pile (3), at hedge guardrail (4), water body (2) side is provided with macadam (5), macadam (5) is covered with planting soil layer (6), the bottommost of described plantation soil layer (6) is higher than the horizontal plane of water body (2).
2. the anti-erosion protective slope structure of a kind of Channel slope according to claim 1, is characterized in that, between described macadam (5) and hedge guardrail (4), spacing d is 10 ~ 20cm.
3. the anti-erosion protective slope structure of a kind of Channel slope according to claim 1, is characterized in that, macadam (5) thickness h of described plantation soil layer (6) bottom is no less than 20cm.
4. according to the described anti-erosion protective slope structure of a kind of Channel slope arbitrary in claims 1 to 3, it is characterized in that, described between hedge guardrail (4) and macadam (5), between macadam (5) and plantation soil layer (6), and be also provided with geotechnological layer of cloth (7) at the bottommost of macadam (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420861529.8U CN204491519U (en) | 2014-12-31 | 2014-12-31 | The anti-erosion protective slope structure of a kind of Channel slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420861529.8U CN204491519U (en) | 2014-12-31 | 2014-12-31 | The anti-erosion protective slope structure of a kind of Channel slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491519U true CN204491519U (en) | 2015-07-22 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420861529.8U Expired - Fee Related CN204491519U (en) | 2014-12-31 | 2014-12-31 | The anti-erosion protective slope structure of a kind of Channel slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491519U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592513A (en) * | 2016-12-08 | 2017-04-26 | 北京圣海林生态环境科技股份有限公司 | Waterfront dike dam biological ecological protection method |
| CN108411856A (en) * | 2018-03-16 | 2018-08-17 | 四川省水利科学研究院 | A kind of river waste bank slope restoration of the ecosystem structure and method |
| CN114223449A (en) * | 2021-11-09 | 2022-03-25 | 深圳中绿环境集团有限公司 | Ecological restoration method for mangrove forest in difficult land |
| CN114875846A (en) * | 2022-03-17 | 2022-08-09 | 朱学礼 | Ecological ditch slope protection structure |
-
2014
- 2014-12-31 CN CN201420861529.8U patent/CN204491519U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592513A (en) * | 2016-12-08 | 2017-04-26 | 北京圣海林生态环境科技股份有限公司 | Waterfront dike dam biological ecological protection method |
| CN108411856A (en) * | 2018-03-16 | 2018-08-17 | 四川省水利科学研究院 | A kind of river waste bank slope restoration of the ecosystem structure and method |
| CN108411856B (en) * | 2018-03-16 | 2023-11-14 | 四川省水利科学研究院 | Ecological restoration structure and method for river waste residue bank slope |
| CN114223449A (en) * | 2021-11-09 | 2022-03-25 | 深圳中绿环境集团有限公司 | Ecological restoration method for mangrove forest in difficult land |
| CN114223449B (en) * | 2021-11-09 | 2023-11-10 | 深圳中绿环境集团有限公司 | Ecological restoration method for mangrove forest in difficult site |
| CN114875846A (en) * | 2022-03-17 | 2022-08-09 | 朱学礼 | Ecological ditch slope protection structure |
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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: 20150722 Termination date: 20161231 |
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| CF01 | Termination of patent right due to non-payment of annual fee |