CN206706679U - A kind of high-strength water project post-evaluation - Google Patents
A kind of high-strength water project post-evaluation Download PDFInfo
- Publication number
- CN206706679U CN206706679U CN201720364786.4U CN201720364786U CN206706679U CN 206706679 U CN206706679 U CN 206706679U CN 201720364786 U CN201720364786 U CN 201720364786U CN 206706679 U CN206706679 U CN 206706679U
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- CN
- China
- Prior art keywords
- bank protection
- main body
- protection main
- transition zone
- inlet channel
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Abstract
It the utility model is related to hydraulic engineering technical field,Especially a kind of high-strength water project post-evaluation,Including base,The base top is provided with transition zone,Equidistantly inlet channel is provided with the transition zone,The water inlet of the inlet channel is located at the side of transition zone,The inlet channel is horizontally disposed with,The transition zone top is provided with the bank protection main body of right-angled trapezium,Equidistant on the inclined side of bank protection main body provided with section is trapezoidal buffer belt,The planting groove of U-shaped is provided with the buffer belt,The inclined side surface of bank protection main body is provided with steel wire,Erosion of the water impact to bank protection surface can effectively be slowed down,Discharge structure is perfect,Substantially increase the structural strength of bank protection,And plantation function can be had concurrently,Not only meet the requirement of high-strength slope protection,Also achieve the function of restoration of the ecosystem,And use cheap engineering material,Cost performance is high.
Description
Technical field
It the utility model is related to hydraulic engineering technical field, more particularly to a kind of high-strength water project post-evaluation.
Background technology
China is the country of severe water and soil erosion, and it is one of the reason for causing land resource dysequilibrium, therefore river course
Slope protection works seriously affect river course unimpeded and soil loss, conventional measure be river side build water conservancy bank protection,
Water conservancy bank protection can play a part of conserving water and soil, control flood, and for attractive in appearance and environmental greening, usually can be in water conservancy bank protection table
Face Turf Culture.But water conservancy bank protection, due to river and rain drop erosion, the turf for easily causing water conservancy bank protection surface plants soil
It is lost in, or even collapsing for water conservancy bank protection can be caused, and the procreation of biology is then unfavorable for using coagulation soil property or the bank protection for grouting block,
Therefore need a kind of intensity higher, can effectively keep out the protection slope that river washes away and is capable of planting plants.
Utility model content
The purpose of this utility model is to solve to exist in the prior art the shortcomings that low intensity, and is proposed a kind of high-strength
Spend protection slope.
To achieve these goals, the utility model employs following technical scheme：
A kind of high-strength water project post-evaluation, including base are designed, the base top is provided with transition zone, the transition zone
Interior to be equidistantly provided with inlet channel, the water inlet of the inlet channel is located at the side of transition zone, and the inlet channel is horizontally disposed with,
The transition zone top is provided with the bank protection main body of right-angled trapezium, and section is equidistantly provided with the inclined side of bank protection main body as ladder
The buffer belt of shape, the interior planting groove for being provided with U-shaped of the buffer belt, the inclined side surface of bank protection main body are provided with steel wire,
The bank protection body interior matrix distribution has leak pipe, and the leak pipe is vertically arranged, the lower end of the leak pipe and water inlet pipe
Road connects, and the upper end of the leak pipe extends to bank protection body surfaces and be located between adjacent buffer belt, the leak pipe it is upper
End is provided with flase floor, is equidistantly provided with the steel bar framework of at least three layers rectangle, the reinforcing steel bar frame in the bank protection main body close to bottom
Frame is horizontally disposed with.
Preferably, the bank protection body top is provided with road surface.
Preferably, it is equidistant in the bank protection main body and be provided with multiple drainpipes, the bottom of the drainpipe and water inlet vertically
Pipeline connects, and is connected with mozzle at the top of the drainpipe, the mozzle is provided with water valve.
Preferably, the bank protection body side is provided with packed layer, and the packed layer side is connected with embankment.
Preferably, the base is sandy soil layer, and the transition zone is graded broken stone layer, and the bank protection main body is sand stone layer,
The buffer belt is concrete block, and the packed layer is concrete layer.
The utility model proposes a kind of high-strength water project post-evaluation, beneficial effect is：Current can effectively be slowed down
The erosion to bank protection surface is impacted, discharge structure is perfect, substantially increases the structural strength of bank protection, and can have plantation work(concurrently
Can, the requirement of high-strength slope protection is not only met, also achieves the function of restoration of the ecosystem, and use cheap engineering material, property
Valency is than high.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of high-strength water project post-evaluation front view；
Fig. 2 be the utility model proposes a kind of high-strength water project post-evaluation side view.
In figure：Base 1, inlet channel 2, transition zone 3, steel wire 4, buffer belt 5, planting groove 6, leak pipe 7, flase floor 8,
Steel bar framework 9, bank protection main body 10, road surface 11, drainpipe 12, mozzle 13, packed layer 14, embankment 15.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.
Reference picture 1-2, a kind of high-strength water project post-evaluation, including base 1, the top of base 1 are provided with transition zone 3, transition
Equidistant in layer 3 to be provided with inlet channel 2, the water inlet of inlet channel 2 is located at the side of transition zone 3, and inlet channel 2 is horizontally disposed.
The top of transition zone 3 is provided with the bank protection main body 10 of right-angled trapezium, and the side of bank protection main body 10 is provided with packed layer 14, and the side of packed layer 14 connects
It is connected to embankment 15.Base 1 and transition zone 3 play place mat, keep bank protection foundation steadiness.
It is trapezoidal buffer belt 5 that section is equidistantly provided with 10 inclined side of bank protection main body, and buffer belt 5 is interior to be provided with U-shaped
Planting groove 6,10 inclined side surface of bank protection main body are provided with steel wire 4, and leak pipe 7 is distributed with the internal matrix of bank protection main body 10,
Leak pipe 7 is vertically arranged, and the lower end of leak pipe 7 is connected with inlet channel 2, and the upper end of leak pipe 7 extends to the table of bank protection main body 10
Face is simultaneously located between adjacent buffer belt 5, and the upper end of leak pipe 7 is provided with flase floor 8, is equidistantly provided with close to bottom in bank protection main body 10
The steel bar framework 9 of at least three layers rectangle, steel bar framework 9 are horizontally disposed.The top of bank protection main body 10 is provided with road surface 11.Buffer belt 5 is used
In the impact velocity for slowing down current so as to preferably protect the surface soil property of bank protection main body 10, beneficial to plant growth, planting groove 6 is used for
Serike, steel wire 4 play a part of the surface of reinforcing bank protection main body 10 and prevented erosion, and leak pipe 7, which plays, dredges current
Effect, the water on surface flows through inlet channel 2 and returns to river, and flase floor 8 is used to stopping that big part debris to fall blocking pipeline, reinforcing bar
Framework 9 adds the structural strength inside bank protection main body 10.Road surface 11 is used for convenient drive a vehicle.
Equidistant and be provided with multiple drainpipes 12 vertically in bank protection main body 10, the bottom of drainpipe 12 is connected with inlet channel 2,
The top of drainpipe 12 is connected with mozzle 13, and mozzle 13 is provided with water valve.Drainpipe 12 passes through in time after being used for water level rise
Mozzle 13 dredges mighty torrent and avoids inrushing.
Base 1 is sandy soil layer, and transition zone 3 is graded broken stone layer, and bank protection main body 10 is sand stone layer, and buffer belt 5 is concrete
Block, packed layer 14 are concrete layer.
Embodiment：Base 1 and transition zone 3 play place mat, keep bank protection foundation steadiness.Buffer belt 5 is used to slow down
The impact velocity of current is so as to preferably protect the surface soil property of bank protection main body 10, and beneficial to plant growth, planting groove 6, which is used to plant, plants
Thing, steel wire 4 play a part of the surface of reinforcing bank protection main body 10 and prevented erosion, and leak pipe 7 plays a part of dredging current,
The water on surface flows through inlet channel 2 and returns to river, and flase floor 8 is used to stop that big part debris falls blocking pipeline, and steel bar framework 9 increases
The structural strength inside bank protection main body 10 is added.
It is described above, the only preferable embodiment of the utility model, but the scope of protection of the utility model is not
This is confined to, any one skilled in the art is in the technical scope that the utility model discloses, according to this practicality
New technical scheme and its utility model design are subject to equivalent substitution or change, should all cover in protection model of the present utility model
Within enclosing.
Claims (5)
1. a kind of high-strength water project post-evaluation, including base（1）, it is characterised in that：The base（1）Top is provided with transition zone
（3）, the transition zone（3）It is interior to be equidistantly provided with inlet channel（2）, the inlet channel（2）Water inlet be located at transition zone（3）'s
Side, the inlet channel（2）It is horizontally disposed, the transition zone（3）Top is provided with the bank protection main body of right-angled trapezium（10）, it is described
Bank protection main body（10）Equidistant on inclined side provided with section is trapezoidal buffer belt（5）, the buffer belt（5）It is interior to be provided with U-shaped
Planting groove（6）, the bank protection main body（10）Inclined side surface is provided with steel wire（4）, the bank protection main body（10）It is internal
Matrix distribution has leak pipe（7）, the leak pipe（7）It is vertically arranged, the leak pipe（7）Lower end and inlet channel（2）Even
Connect, the leak pipe（7）Upper end extend to bank protection main body（10）Surface is simultaneously located at adjacent buffer belt（5）Between, the leak
Pipe（7）Upper end be provided with flase floor（8）, the bank protection main body（10）Interior close bottom is equidistantly provided with the reinforcing bar of at least three layers rectangle
Framework（9）, the steel bar framework（9）It is horizontally disposed.
A kind of 2. high-strength water project post-evaluation according to claim 1, it is characterised in that：The bank protection main body（10）Top
Portion is provided with road surface（11）.
A kind of 3. high-strength water project post-evaluation according to claim 1, it is characterised in that：The bank protection main body（10）It is interior
It is provided with equidistantly and vertically multiple drainpipes（12）, the drainpipe（12）Bottom and inlet channel（2）Connection, the drainpipe
（12）Top is connected with mozzle（13）, the mozzle（13）It is provided with water valve.
A kind of 4. high-strength water project post-evaluation according to claim 1, it is characterised in that：The bank protection main body（10）Side
Face is provided with packed layer（14）, the packed layer（14）Side is connected with embankment（15）.
A kind of 5. high-strength water project post-evaluation according to claim 4, it is characterised in that：The base（1）For sandy soil
Layer, the transition zone（3）For graded broken stone layer, the bank protection main body（10）For sand stone layer, the buffer belt（5）For concrete
Block, the packed layer（14）For concrete layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720364786.4U CN206706679U (en) | 2017-04-10 | 2017-04-10 | A kind of high-strength water project post-evaluation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720364786.4U CN206706679U (en) | 2017-04-10 | 2017-04-10 | A kind of high-strength water project post-evaluation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206706679U true CN206706679U (en) | 2017-12-05 |
Family
ID=60468900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720364786.4U Expired - Fee Related CN206706679U (en) | 2017-04-10 | 2017-04-10 | A kind of high-strength water project post-evaluation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206706679U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108328873A (en) * | 2018-03-29 | 2018-07-27 | 宁夏大学 | Urban green belts multiple filtration system |
-
2017
- 2017-04-10 CN CN201720364786.4U patent/CN206706679U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108328873A (en) * | 2018-03-29 | 2018-07-27 | 宁夏大学 | Urban green belts multiple filtration system |
| CN108328873B (en) * | 2018-03-29 | 2023-11-24 | 宁夏大学 | Urban green belt multilayer filtering system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171205 Termination date: 20190410 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |