CN205421162U - Hydraulic engineering ecological protection slope - Google Patents
Hydraulic engineering ecological protection slope Download PDFInfo
- Publication number
- CN205421162U CN205421162U CN201620219853.9U CN201620219853U CN205421162U CN 205421162 U CN205421162 U CN 205421162U CN 201620219853 U CN201620219853 U CN 201620219853U CN 205421162 U CN205421162 U CN 205421162U
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- CN
- China
- Prior art keywords
- hydraulic engineering
- shunt tubes
- slope
- isocon
- ecological protection
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- Expired - Fee Related
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Abstract
The utility model belongs to the technical field of hydraulic engineering's technique and specifically relates to a hydraulic engineering ecological protection slope mainly comprises upward slope, median and downhill path subassembly, the median sets up between upward slope and downhill path subassembly, the downhill path subassembly mainly become by shunt tubes, honeycomb duct, apopore, water -stop sheet with by shunt tubes, water conservancy diversion circumference of cannon bone each plant the district and form, the shunt tubes sets up on the downhill path subassembly perpendicularly, the honeycomb duct is the peak column structure, honeycomb duct parallel arrangement is between the shunt tubes, the apopore evenly sets up on the honeycomb duct, the water -stop sheet sets up between shunt tubes and shunt tubes. This hydraulic engineering ecological protection slope, simple structure, engineering cost is low, and drainage effect is good, reduces the influence that soil erosion and water loss brought to the environment, improves ecological benefits.
Description
Technical field
This utility model relates to the technical field of hydraulic engineering, especially a kind of hydraulic engineering ecological protection slope.
Background technology
Bank protection refers to as preventing side slope from being washed away, the various general designations paved and plant done on domatic.Section, bridge site place, the concave bank on riverbank is met year by year by current scour, and riverbank can be made constantly to cave in.For protection bridge and embankment safety, protective structure must be built at concave bank.Additionally, cause river to flow to change because setting bridge, concave bank and when jeopardizing farmland and villages and small towns, also must build protective structure on riverbank.Therefore it is designed bank protection being extremely necessary.In existing ecological revetment, usual drainage effect is the best, uses for a long time and also results in soil erosion, brings the biggest impact to environment.
In sum, existing ecological revetment there is also the biggest defect in structure and design, it is impossible to meets modern actual needs.
Utility model content
The technical problems to be solved in the utility model is: in order to solve the problem that the prior art in above-mentioned background technology exists, it is provided that a kind of hydraulic engineering ecological protection slope, simple in construction, construction costs is low, can effectively carry out draining, reduce the impact that environment is brought by soil erosion, improve ecological benefits.
This utility model solves its technical problem and be the technical scheme is that a kind of hydraulic engineering ecological protection slope, main by going up a slope, isolation strip and descending assembly composition, described isolation strip is arranged between ascents and descents assembly, described descending assembly is mainly by isocon, mozzle, apopore, water-stop sheet and by isocon, each growing area composition that mozzle surrounds, described isocon is vertically set on descending assembly, described mozzle is crest structure, described mozzle is set in parallel between isocon, described apopore is uniformly arranged on mozzle, described water-stop sheet is arranged between isocon and isocon.
The most specifically, in technique scheme, the inner surface of described growing area is additionally provided with protective pad.Such design can carry out certain fixing protection, the soil erosion after preventing by rain-out to soil.
The most specifically, in technique scheme, described protective pad is steel screen layer.Such design is the bonding strength in order to improve protective pad, improves the fixed pattern of overall side slope.
The most specifically, in technique scheme, the grid mesh number of described steel wire is 10~20 mesh.Such design, partly in order to improve the overall fixed pattern of bank protection, on the other hand protects bank protection not by the erosion of rainwater by plantation vegetation further.
The most specifically, in technique scheme, described growing area turf plant.Such design can improve the stability of bank protection.
The beneficial effects of the utility model are: the simple in construction of this kind of hydraulic engineering ecological protection slope, and construction costs is low, and drainage effect is good, reduce the impact that environment is brought by soil erosion, improve ecological benefits.
Accompanying drawing explanation
With embodiment, this utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the present utility model;
Being numbered in accompanying drawing: 1, go up a slope, 2, isolation strip, 3, isocon, 4, mozzle, 5, apopore, 6, water-stop sheet, 7, growing area, 8, protective pad.
Detailed description of the invention
Presently in connection with accompanying drawing, this utility model is described in further detail.These accompanying drawings are the schematic diagram of simplification, and basic structure of the present utility model is described the most in a schematic way, and therefore it only shows the composition relevant with this utility model.
As shown in Figure 1 be a kind of hydraulic engineering ecological protection slope, mainly it is made up of go up a slope 1, isolation strip 2 and descending assembly, isolation strip 2 is arranged between upward slope 1 and descending assembly, descending assembly is mainly made up of isocon 3, mozzle 4, apopore 5, water-stop sheet 6 and each growing area 7 surrounded by isocon 3, mozzle 4, isocon 3 is vertically set on descending assembly, mozzle 4 is in crest structure, mozzle 4 is set in parallel between isocon 3, apopore 5 is uniformly arranged on mozzle 4, and water-stop sheet 6 is arranged between isocon 3 and isocon 3.
Wherein, the inner surface of growing area 7 is additionally provided with protective pad 8.Protective pad 8 is steel screen layer.The grid mesh number of steel wire is 10~20 mesh.Growing area 7 turf plant.
When having substantial amounts of rainwater or snow water to sweep away when, substantial amounts of rainwater or snow water can flow directly into underground from isocon 3, also rain or snow water can shunt by diversed pipe 4, effective alleviation rainwater or the snow water impulsive force to earth, mozzle 4 is additionally provided with apopore 5, a small amount of water can be had to flow directly to growing area 7, vegetation is carried out certain irrigation.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this utility model technological thought.The content that the technical scope of this utility model is not limited in description, it is necessary to determine its technical scope according to right.
Claims (5)
1. a hydraulic engineering ecological protection slope, it is characterized in that: mainly by going up a slope (1), isolation strip (2) and descending assembly composition, described isolation strip (2) is arranged between upward slope (1) and descending assembly, described descending assembly is mainly by isocon (3), mozzle (4), apopore (5), water-stop sheet (6) and by isocon (3), each growing area (7) composition that mozzle (4) surrounds, described isocon (3) is vertically set on descending assembly, described mozzle (4) is in crest structure, described mozzle (4) is set in parallel between isocon (3), described apopore (5) is uniformly arranged on mozzle (4), described water-stop sheet (6) is arranged between isocon (3) and isocon (3).
A kind of hydraulic engineering ecological protection slope the most according to claim 1, it is characterised in that: the inner surface of described growing area (7) is additionally provided with protective pad (8).
A kind of hydraulic engineering ecological protection slope the most according to claim 2, it is characterised in that: described protective pad (8) is steel screen layer.
A kind of hydraulic engineering ecological protection slope the most according to claim 3, it is characterised in that: the grid mesh number of described steel wire is 10~20 mesh.
A kind of hydraulic engineering ecological protection slope the most according to claim 1, it is characterised in that: described growing area (7) turf plant.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620219853.9U CN205421162U (en) | 2016-03-22 | 2016-03-22 | Hydraulic engineering ecological protection slope |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620219853.9U CN205421162U (en) | 2016-03-22 | 2016-03-22 | Hydraulic engineering ecological protection slope |
Publications (1)
Publication Number | Publication Date |
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CN205421162U true CN205421162U (en) | 2016-08-03 |
Family
ID=56519875
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201620219853.9U Expired - Fee Related CN205421162U (en) | 2016-03-22 | 2016-03-22 | Hydraulic engineering ecological protection slope |
Country Status (1)
Country | Link |
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CN (1) | CN205421162U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111173110A (en) * | 2020-04-08 | 2020-05-19 | 江苏省东台中等专业学校 | Method for building mountain flood control drainage system |
CN111485562A (en) * | 2020-04-17 | 2020-08-04 | 杜剑飞 | Highway side slope drainage structure |
-
2016
- 2016-03-22 CN CN201620219853.9U patent/CN205421162U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111173110A (en) * | 2020-04-08 | 2020-05-19 | 江苏省东台中等专业学校 | Method for building mountain flood control drainage system |
CN111485562A (en) * | 2020-04-17 | 2020-08-04 | 杜剑飞 | Highway side slope drainage 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: 20160803 Termination date: 20170322 |
|
CF01 | Termination of patent right due to non-payment of annual fee |