CN203383186U - Ecological embankment protection system - Google Patents

Ecological embankment protection system Download PDF

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Publication number
CN203383186U
CN203383186U CN201320322147.3U CN201320322147U CN203383186U CN 203383186 U CN203383186 U CN 203383186U CN 201320322147 U CN201320322147 U CN 201320322147U CN 203383186 U CN203383186 U CN 203383186U
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China
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bank protection
porous concrete
river
embankment
slope
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Expired - Fee Related
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CN201320322147.3U
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Chinese (zh)
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冯春敏
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Individual
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Individual
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Abstract

The utility model discloses an ecological embankment protection system. On the basis of an original stable-structure slope surface, the ecological embankment protection system sequentially comprises a geotextile inverted filter, a cellular concrete protection slope, a vegetation cultivation trough banket and hygrophyte. The stable-structure slope surface is undisturbed soil with a stable structure, the geotextile inverted filter is a two-layer water-permeability non-woven geotextile, the cellular concrete protection slope is formed by paving of combinations of single-layer slope-protection hollow bricks made of cellular concrete, the vegetation cultivation trough banket is arranged at the joint of a slope toe and a river bottom, and the hygrophyte is slope protection vegetation in the cellular concrete protection slope and vegetation cultivated a vegetation cultivation trough. Compared with the prior art, the ecological embankment protection system is stable and safe in structure, and has functions of purifying river water and constructing an ecological river bank protection system.

Description

A kind of eco-embankment guard system
Technical field
The utility model relates to bank of river guard technology field, relates in particular to a kind of eco-embankment guard system.
Background technology
The embankment in river is the staggered zone of transition in land and water, has significant edge effect, and often species are abundant, productivity is high for the embankment under nature, have flowing of active material, nutrient and energy.
In the improvement in river; consider from safety perspective, emphasize to rush down the functions such as flood, water drainage, shipping, often river course can be dug deeply, widen, repair straight, river levee hardening; but can cause the disappearance of deep trouth, shoal, shoal and alluvial flat; destroy contacting on the hydrology and ecology between riverbank and riverbed, river levee and the river bed vegetation that do not grow, the filtration riverbank surface flow of river embankment; purify water; the function that reduces river drift reduces greatly, and simultaneously, the riverbank diversity of organism also reduces.Relation because soil and water body have been isolated in the riverbank sclerosis, be separated water system and soil and biotic environment thereof, and many animals and plants can't survive, and the broken biological chain of having encircled natural river, destroyed ecological environment.Therefore the hard embankment is faced with some environment and ecological problem in actual application.From the angle of purification of water quality and environmental protection, more expect that meandering is tortuous, drop naturally, river levee vegetation enrich.Under the situation that people are more and more higher to the requirement of living environment now, how by water conservancy safety and the effective combination of river ecological function, be the problem that in the bank of river design, people more pay close attention to.
Do not have the natural river course of safeguard function not meet the demands fully.Many professionals that are engaged in river improvement, ecological protection have had at the same time in the research of eco-embankment of river safeguard function and river channel ecology system and have carried out a large amount of experiments and put into practice work; mainly concentrate on embankment protective materials, safeguard structure and various members research and the innovation on; the utility model is to carry out ecological protection for slope formula embankment, is a kind ofly to have Stability Analysis of Structures, purify water, have the river embankment protection system that certain ecological functions are beautified the environment simultaneously.
The utility model content
The purpose of this utility model is the deficiency existed for prior art, and a kind of eco-embankment guard system is provided, and this utility model Stability Analysis of Structures safety has the function of purifying river water quality and structure river levee ecological protection system simultaneously.
The purpose of this utility model is achieved through the following technical solutions: a kind of eco-embankment guard system, and described eco-embankment guard system is to be furnished with successively geotextiles loaded filter, porous concrete bank protection, planting groove spats and hygrophyte on the basis domatic at original rock-steady structure, described rock-steady structure is domatic for having the undisturbed soil of rock-steady structure, described geotextiles loaded filter is two-layer water permeability non-woven geotextile, the water permeability non-woven geotextile is at rock-steady structure between domatic and porous concrete bank protection, described porous concrete bank protection is laid and is formed for the individual layer bank protection hollow brick assembly that adopts the making of porous concrete material, described planting groove spats is in toe and river bed connecting portion setting, the inner packeted soil of loading, the both sides of packeted soil road extending direction along the river reinforce the pine stake, pine stake overhead height is identical with the packeted soil overhead height, the plant of described hygrophyte for planting in porous concrete bank protection and planting groove, wherein in the porous concrete bank protection, plant the bank protection plant, plant emergent aquactic plant in the planting groove.
Described bank protection hollow brick comprises the brick body, at least be provided with a cavity on the brick body, the bottom surface indentation of brick body, respectively be provided with a step on the top and bottom of brick body, two steps are positioned at the both sides that the brick body is relative, the opening direction of two steps is contrary, is provided with a connecting groove and a locating convex block on each step.
Described bank protection hollow brick and junction, the river levee outside are provided with the porous concrete barricade.
The beneficial effects of the utility model are: the utility model Stability Analysis of Structures safety has the function of purifying river water quality and structure river levee ecological protection system simultaneously.
The accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
The structural representation that Fig. 2 is the utility model bank protection hollow brick;
Wherein, the 1-river levee outside; 2-porous concrete barricade; 3-geotextiles loaded filter; 4-bank protection hollow brick; The 5-rock-steady structure is domatic; 6-bank protection plant; The stake of 7-pine; The 8-packeted soil; 9-planting groove; The 10-emergent aquactic plant; 11-river course normal water line 12-brick body; The 13-cavity; The 14-connecting groove; The 15-locating convex block.
The specific embodiment
For clearly demonstrating the technical characterstic of this programme, below by a specific embodiment, and, in conjunction with its accompanying drawing, this programme is set forth.
By accompanying drawing 1 and accompanying drawing 2, can find out, the eco-embankment guard system of this programme is to be furnished with successively geotextiles loaded filter 3, porous concrete bank protection, planting groove spats and hygrophyte on 5 bases domatic at original rock-steady structure, described rock-steady structure domatic 5 is for having the undisturbed soil of rock-steady structure, described geotextiles loaded filter 3 is two-layer water permeability non-woven geotextile, the water permeability non-woven geotextile is between rock-steady structure domatic 5 and porous concrete bank protection, described porous concrete bank protection is laid and is formed for individual layer bank protection hollow brick 4 assemblys that adopt the making of porous concrete material, described planting groove spats is in toe and river bed connecting portion setting, the inner packeted soil 8 of loading, the both sides of packeted soil 8 road extending direction along the river reinforce pine stake 7, pine stake 7 overhead heights are identical with packeted soil 8 overhead heights, the plant that described hygrophyte is plantation in porous concrete bank protection and planting groove 9, wherein in the porous concrete bank protection, plant bank protection plant 6, plantation emergent aquactic plant 10 in planting groove 9.In the utility model, described bank protection hollow brick 4 comprises brick body 12, at least be provided with a cavity 13 on brick body 12, the bottom surface indentation of brick body 12, respectively be provided with a step on the top and bottom of brick body 12, two steps are positioned at the both sides that brick body 12 is relative, and the opening direction of two steps is contrary, are equipped with a connecting groove 14 and a locating convex block 15 on each step.Described bank protection hollow brick 4 is provided with porous concrete barricade 2 with 1 junction, the river levee outside.The utility model Stability Analysis of Structures safety has the function of purifying river water quality and structure river levee ecological protection system simultaneously.
Above disclosed be only a preferred embodiment of the present utility model; but be not limited to the utility model; all within spirit of the present utility model and principle; the modification of doing, polish, be equal to replacement etc.; within all should being included in protection domain of the present utility model; in addition, the utility model does not describe part in detail, is those skilled in the art of the present technique's known technology.

Claims (3)

1. an eco-embankment guard system, it is characterized in that: described eco-embankment guard system is to be furnished with successively geotextiles loaded filter (3), porous concrete bank protection, planting groove spats and hygrophyte on the basis of original rock-steady structure domatic (5), described rock-steady structure domatic (5) is for having the undisturbed soil of rock-steady structure, described geotextiles loaded filter (3) is two-layer water permeability non-woven geotextile, the water permeability non-woven geotextile is positioned between rock-steady structure domatic (5) and porous concrete bank protection, described porous concrete bank protection is laid and is formed for individual layer bank protection hollow brick (4) assembly that adopts the making of porous concrete material, described planting groove spats is in toe and river bed connecting portion setting, the inner packeted soil (8) of loading, the both sides of packeted soil (8) road extending direction along the river reinforce pine stake (7), pine stake (7) overhead height is identical with packeted soil (8) overhead height, the plant that described hygrophyte is plantation in porous concrete bank protection and planting groove (9), wherein in the porous concrete bank protection, plant bank protection plant (6), plantation emergent aquactic plant (10) in planting groove (9).
2. eco-embankment guard system according to claim 1, it is characterized in that: described bank protection hollow brick (4) comprises brick body (12), at least be provided with a cavity (13) on brick body (12), the bottom surface indentation of brick body (12), respectively be provided with a step on the top and bottom of brick body (12), two steps are positioned at the relative both sides of brick body (12), the opening direction of two steps is contrary, is provided with a connecting groove (14) and a locating convex block (15) on each step.
3. eco-embankment guard system according to claim 1 is characterized in that: described bank protection hollow brick (4) is provided with porous concrete barricade (2) with (1) junction, the river levee outside.
CN201320322147.3U 2013-06-06 2013-06-06 Ecological embankment protection system Expired - Fee Related CN203383186U (en)

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CN201320322147.3U CN203383186U (en) 2013-06-06 2013-06-06 Ecological embankment protection system

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Application Number Priority Date Filing Date Title
CN201320322147.3U CN203383186U (en) 2013-06-06 2013-06-06 Ecological embankment protection system

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CN203383186U true CN203383186U (en) 2014-01-08

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104045161A (en) * 2014-06-20 2014-09-17 上海同瑞环保科技有限公司 Method and system for purifying water
CN108457247A (en) * 2018-03-14 2018-08-28 武汉冶建筑安装工程有限责任公司 A kind of combination bank protection and its construction method
CN113317188A (en) * 2021-05-31 2021-08-31 张红峰 Amphibious planting bin for water conservancy and water conservation engineering
CN113481940A (en) * 2021-07-16 2021-10-08 上海市政工程设计研究总院(集团)有限公司 Green ecological hollow square slope protection structure of seawall
CN114457756A (en) * 2022-02-28 2022-05-10 河南省海绵城市建设有限公司 Ecological river course bank protection of polyurethane and rain sewage filtration purification system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104045161A (en) * 2014-06-20 2014-09-17 上海同瑞环保科技有限公司 Method and system for purifying water
CN108457247A (en) * 2018-03-14 2018-08-28 武汉冶建筑安装工程有限责任公司 A kind of combination bank protection and its construction method
CN113317188A (en) * 2021-05-31 2021-08-31 张红峰 Amphibious planting bin for water conservancy and water conservation engineering
CN113481940A (en) * 2021-07-16 2021-10-08 上海市政工程设计研究总院(集团)有限公司 Green ecological hollow square slope protection structure of seawall
CN114457756A (en) * 2022-02-28 2022-05-10 河南省海绵城市建设有限公司 Ecological river course bank protection of polyurethane and rain sewage filtration purification system

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140108

Termination date: 20140606