CN207619930U - A kind of high stable state ecoscape protective slope structure - Google Patents
A kind of high stable state ecoscape protective slope structure Download PDFInfo
- Publication number
- CN207619930U CN207619930U CN201721755775.5U CN201721755775U CN207619930U CN 207619930 U CN207619930 U CN 207619930U CN 201721755775 U CN201721755775 U CN 201721755775U CN 207619930 U CN207619930 U CN 207619930U
- Authority
- CN
- China
- Prior art keywords
- section
- bank protection
- layer
- grass planting
- slope
- 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.)
- Active
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model belongs to dykes and dams slope structure technical field, and in particular to a kind of high stable state ecoscape protective slope structure.The protective slope structure includes multilevel hierarchy from top to bottom, respectively waterproof section, wave resistance section, grass planting bank protection section and tree pond landscape section and sightseeing platform section.Different bank protection sections are distributed according to reservoir difference water level situation, waterproof section and wave resistance section bottom are rammed earth, surface layer is concrete layer, more posts are also set up in the rammed earth of waterproof layer, wave resistance section surface is laid with melon seeds piece metalling and wave resistance block layer, and grass planting bank protection section is laid with revetment brick, plantation bank protection grass between the interlock block through-hole that revetment brick is formed, embedded tree pond landscape section, sets and plants colored leaf shrub molding plant in the greening pool in the landscape section of pond in grass planting bank protection section, and sightseeing platform is arranged above grass planting bank protection section.The protective slope structure cost is relatively low, and stability is high, and structural strength is high, and has good landscape effect and the ecological value.
Description
Technical field
The utility model belongs to dykes and dams slope structure technical field, and in particular to a kind of high stable state ecoscape bank protection knot
Structure.
Background technology
Reservoir is that one kind manually building small lakes, builds dykes and dams between massif using natural topography, intercepts process
River forms large-scale cistern, and this water conservancy projects is predominantly located at the more intensive city suburbs of population or agricultural production is irrigated
Area.Reservoir or a kind of important hydraulic engineering, have flood of regulating and storing, and adjust regional runoff, hydroelectric generation, agricultural irrigation and trip
It enjoys visiting the multiple functions such as light.
Conventional reservoir dam is concrete gravity dam, and dam body is formed using concreting, and this dam structure is firm,
Bearing capacity is strong, and service life is more long, but the construction cost of concrete casting is higher.Have significantly particularly with reservoir is this
The water body of seasonal water level difference, in order to cope with the peak level in flood peak period, dam body is often built very high, and dam body is whole
A slope surface uses concreting, it will greatlys improve project cost.
In addition, the dykes and dams of pure concrete revetment structure, in water level lower season, most of exposed concrete slope scape
See single, for the suburb water conservation reservoir with the effect of going sightseeing, this protective slope structure lacks aesthetic feeling very much.And it is closed
Concrete dam slope surface is smooth, no permeable breathable, is unfavorable for certain aquatiles and is survived and migrated, reduces the life of reservoir
State self-restraint value.
Invention content
For the defects in the prior art, the purpose of this utility model is to provide a kind of high stable state ecoscape bank protection knot
Structure.The protective slope structure is multilevel hierarchy, and construction cost is low, and stability is good, and bearing capacity is strong, and with the good ecological value and
Landscape effect
The technical scheme is that：The slope surface of a kind of high stable state ecoscape protective slope structure, the structure is multistage slope surface,
It is divided into waterproof section, wave resistance section, grass planting bank protection section and tree pond landscape section and sightseeing platform section from bottom to up；Waterproof section bottom is
Rammed earth layer, surface layer are the concrete layer of coarse aggregate bar planting, down-set more concrete posts in rammed earth layer, concrete post with
Concrete surface layer is linked together；Wave resistance section bottom is rammed earth layer, and surface layer is concrete layer, and it is broken that melon seeds piece is arranged above concrete layer
Rock layers and wave resistance block layer；Grass planting bank protection section bottom is native flesh layer, and big grid interlock block is installed on surface layer, in big grid interlock block gap
Dense planting bank protection grass, grass planting bank protection section slope surface are uniformly arranged a plurality of drainage downward along slope surface, tree pond landscape section insertion grass planting shield
Slope intersegmental part, including equally distributed multiple greening pools, green cisterna ambiens edge are isolated using enclosure with turf, and fence height is high
In turf height, multiple osculums are arranged in greening pool lower edge, and osculum and the drainage of grass planting bank protection section are linked up, interior kind of greening pool
Plant repairing type plant and colored leaf shrub；Ladder is arranged along top of the slope to sightseeing platform in sightseeing platform section, and ladder bottom is sightseeing platform, is seen
Isolation rail is arranged with boundary at the top of grass planting bank protection section in scene-panel, and setting is for the device having a rest of going sightseeing in sightseeing platform.
In the utility model, the height of waterproof section is the height of the long-term water accumulation level of dam, and wave resistance section height is dam
For long-term water accumulation level to the height of good year water level, grass planting bank protection section is good year water level to flood season peak level height.
Waterproof section bottom is rammed earth layer, and surface layer forms for concreting, and concrete is squeezed into the form of post
To inside rammed earth layer, the bearing capacity of dam body lower layer can be further increased in this way, even if by the pressure of higher level, dam body
The waterproof section of bottom can still keep stable, the risk of dam break will not occur, the concrete on surface layer also carries out bar planting, and adopts
The structural strength of concrete layer is further increased with large-sized aggregate.
Wave resistance section is the height of flood season reserve-water-level, this height is corroded by stormy waves throughout the year, and in wet season meeting
It is submerged, therefore also uses bottom rammed earth in structure, the structure of Surface layer's concrete, only because the hydraulic pressure of this section is significantly lower than anti-
The water body pressure of water section there is no need to squeeze into post into rammed earth, therefore can reduce the cost of protective slope structure, concrete slope
On be also laid with melon seeds piece metalling, wave resistance block layer is set on metalling, and the setting of wave resistance block can mitigate the wave of water body to slope
The impact in face, place mat metalling can improve the frictional force of wave resistance block attachment below wave resistance block, and in wave resistance block by billow
After resolution, melon seeds piece metalling can further decrease impact of the flow to concrete dam body.
Grass planting bank protection section is located at water body top throughout the year, can be only submerged in very big flood season level, and there is no need to using mixed
Solidifying soil is poured, and bank protection is carried out by the way of grass planting, on the one hand can improve Afforestation Landscape effect, on the other hand can be with
It reduces cost and big grid interlock block is installed in slope surface in order to improve the protection effect of slope surface, interlock block can protect slope surface
Soil will not suffer erosion and be lost in, and can improve the stability on dam body upper layer.By bank protection grass dense planting between interlock block
Grid in, allow bank protection grass further to play enhancing dam body mechanism, the effect to conserve water and soil.In grass planting bank protection section also embeddedly
Multiple greening pools are set, colored leaf shrub and the plant by trimming moulding are mainly planted in greening pool, this kind of plant can be substantially
Improve the aesthetics and the ecological value of dam body.Grass planting bank protection section is also provided with a plurality of drainage to carry out draining, and drainage is used
In by rainwater or rainwash discharge water reservoir, erosion of the rainwash to the soil of grass planting bank protection section is prevented.
Sightseeing platform is also set up above grass planting bank protection section, sightseeing platform is used for tourist's sight seeing and pastime, stopping in sightseeing platform
Rest device allows the scenery that tourist can be with aboundless expanse of blue water in platform watches reservoir.
Preferably, big grid interlock block is assembled by revetment brick, and revetment brick bottom is arranged multiple length and is more than 2cm
Grab pile, convex block is arranged in brick face through-hole containing heavy caliber, two adjacent side of brick body, and in addition both sides setting is lacked with what convex block matched
Mouthful.
In the utility model, floor tile is grabbed in brick body bottom, can improve the earth-grasping force of revetment brick, the convex block of brick body side and
Notch matches when mating formation, and polylith revetment brick can be connected into an entirety, improves the stability of dam body, and lead to the hole site is used
In plantation bank protection grass.
Preferably, slope surface platform is arranged in the adjacent each section of junction of multistage slope surface, and slope surface berm width is more than 2.5m.
In the utility model, in the slope surface platform of slope surface junctions at different levels setting, the slope of unlike material and structure can be allowed
Face carries out stable bond, and improves the structural stability and shock resistance of dam body.
Preferably, the slope ratio of waterproof section and wave resistance section slope surface is less than 1:2.5, the slope ratio of grass planting bank protection section slope surface is less than
1:3。
In the utility model, waterproof section and wave resistance section are due to there is water body accumulation, and using higher slope ratio, and grass planting protects
Slope section can allow slope surface gentler using lower slope ratio, improve the landscape effect of slope surface.Slope surface is gently also beneficial in reservoir
Biology migrated and stopped, improve the ecological value of protective slope structure.
Preferably, the post diameter in waterproof section rammed earth layer is more than 0.5m, and depth is more than 2m, includes reinforcement in post
Muscle.
Preferably, the cobble that the coarse aggregate used in waterproof section concrete layer is 60-80mm for grain size.
A kind of high stable state ecoscape protective slope structure provided by the utility model, compared with prior art, have has as follows
Beneficial effect：
The protective slope structure includes multilevel hierarchy from bottom to upper layer, respectively waterproof section, wave resistance section, grass planting bank protection section and
Set pond landscape section and sightseeing platform section.Different bank protection sections are distributed according to reservoir difference water level situation, are ensured in different water
Under the height condition of position, while dam body can keep high structural strength and stability, the appropriate cost for reducing dam structure.
The protective slope structure stability is very high, and also has the good ecological value and landscape effect, and slope surface top layer is
Grass planting bank protection section and sightseeing platform, the also embedded setting landscape tree pond of grass planting bank protection section, such a construction increases slope surface low water sections
The landscape of position, and effectively stopped and migrated in aquatile, the ecological value is higher.
Description of the drawings
By reading with reference to the following drawings to being described in detail made by specific implementation mode, other spies of the utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is the schematic diagram of protective slope structure entirety in the present embodiment 1；
Fig. 2 is the positive structural schematic diagram of revetment brick in the present embodiment 1；
Fig. 3 is the structural schematic diagram of revetment brick reverse side in the present embodiment 1；
In figure label for：1, waterproof section；2, wave resistance section；3, grass planting bank protection section；4, pond landscape section is set；5, sightseeing platform section；
6, slope surface platform；11, concrete layer, 12, rammed earth layer；13, post；31, drainage；41, revetment brick；51, isolation rail；411、
Through-hole；412, convex block；413, notch；414, pile is grabbed.
Specific implementation mode
With reference to specific embodiment, the utility model is expanded on further.It should be understood that these embodiments are merely to illustrate this
Utility model rather than limitation the scope of the utility model.
Embodiment 1
As shown in Figure 1, Figure 2 and Figure 3, the slope surface of a kind of high stable state ecoscape protective slope structure, the structure is multistage slope surface,
It is divided into waterproof section 1, wave resistance section 2, grass planting bank protection section 3 and tree pond landscape section 4 and sightseeing platform section 5 from bottom to up；Waterproof section 1
Bottom is rammed earth layer 12, and surface layer is the concrete layer 11 of coarse aggregate bar planting, down-set more concrete posts in rammed earth layer 12
13, concrete post 13 is linked together with concrete layer 11；2 bottom of wave resistance section is rammed earth layer 12, and surface layer is concrete layer 11, is mixed
11 top setting melon seeds piece metalling of solidifying soil layer and wave resistance block layer；3 bottom of grass planting bank protection section is native flesh layer, and big grid is installed on surface layer
Interlock block, dense planting bank protection grass, 3 slope surface of grass planting bank protection section are uniformly arranged a plurality of row downward along slope surface in big grid interlock block gap
Water channel 31, tree pond landscape section 4 is embedded in inside grass planting bank protection section 3, including equally distributed multiple greening pools, and green cisterna ambiens edge uses
Enclosure is isolated with turf, and fence height is higher than turf height, and multiple osculums, osculum and grass planting is arranged in greening pool lower edge
The drainage 31 of bank protection section 3 is linked up, plantation repairing type plant and colored leaf shrub in greening pool；Sightseeing platform section 5 is along top of the slope to view
Ladder is arranged in platform, and ladder bottom is sightseeing platform, and isolation rail is arranged with 4 top boundary of grass planting bank protection section in sightseeing platform
51, setting is for the device having a rest of going sightseeing in sightseeing platform.
In the present embodiment, the height of waterproof section 1 is the height of the long-term water accumulation level of dam, and 2 height of wave resistance section is dam
For long-term water accumulation level to the height of good year water level, grass planting bank protection section 3 is good year water level to flood season peak level height.
1 bottom of waterproof section is rammed earth layer 12, and surface layer forms for concreting, and by concrete in the form of post 13
It is driven into inside rammed earth layer 12, the bearing capacity of dam body lower layer can be further increased in this way, even if being pressed by higher level
The waterproof section of power, dam body bottom can still keep stable, the risk of dam break will not occur, the concrete on surface layer is also planted
Muscle, and the large-sized aggregate of use further increases the structural strength of concrete layer 11.
Wave resistance section 2 is the height of flood season reserve-water-level, this height is corroded by stormy waves throughout the year, and in wet season meeting
It is submerged, therefore also uses bottom rammed earth in structure, the structure of Surface layer's concrete, only because the hydraulic pressure of this section is significantly lower than anti-
The water body pressure of water section 1 there is no need to squeeze into post 13 into rammed earth, therefore can reduce the cost of protective slope structure, concrete
It is also laid with melon seeds piece metalling in slope surface, wave resistance block layer is set on metalling, the setting of wave resistance block can mitigate the wave of water body
Impact to slope surface, place mat metalling can improve the frictional force of wave resistance block attachment below wave resistance block, and be incited somebody to action in wave resistance block
After billow resolution, melon seeds piece metalling can further decrease impact of the flow to concrete dam body.
Grass planting bank protection section 3 is located at water body top throughout the year, can be only submerged in very big flood season level, and there is no need to using mixed
Solidifying soil is poured, and bank protection is carried out by the way of grass planting, on the one hand can improve Afforestation Landscape effect, on the other hand can be with
It reduces cost and big grid interlock block is installed in slope surface in order to improve the protection effect of slope surface, interlock block can protect slope surface
Soil will not suffer erosion and be lost in, and can improve the stability on dam body upper layer.By bank protection grass dense planting between interlock block
Grid in, allow bank protection grass further to play enhancing dam body mechanism, the effect to conserve water and soil.In grass planting bank protection section also embeddedly
Multiple greening pools are set, colored leaf shrub and the plant by trimming moulding are mainly planted in greening pool, this kind of plant can be substantially
Improve the aesthetics and the ecological value of dam body.Grass planting bank protection section 3 is also provided with a plurality of drainage 31, drainage to carry out draining
31 for by rainwater or rainwash discharge water reservoir, preventing erosion of the rainwash to the soil of grass planting bank protection section 3.
3 top of grass planting bank protection section also sets up sightseeing platform, and sightseeing platform is used for tourist's sight seeing and pastime, stopping in sightseeing platform
Rest device allows the scenery that tourist can be with aboundless expanse of blue water in platform watches reservoir.
Big grid interlock block is assembled by revetment brick 41, and 41 bottom of revetment brick is arranged multiple length and grabs ground more than 2cm
Convex block 412 is arranged in stake 414, brick face through-hole containing heavy caliber 411, two adjacent side of brick body, in addition both sides setting and 412 phase of convex block
The notch 413 matched.
In the present embodiment, floor tile 414 is grabbed in brick body bottom, can improve the earth-grasping force of revetment brick 41, brick body side it is convex
Block 412 and notch 413 match when mating formation, and polylith revetment brick 41 can be connected into an entirety, improve the stabilization of dam body
Property, 411 position of through-hole is for planting bank protection grass.
The adjacent each section of junction setting slope surface platform 6 of multistage slope surface, 6 width of slope surface platform is more than 2.5m.
In the present embodiment, in the slope surface platform 6 of slope surface junctions at different levels setting, the slope surface of unlike material and structure can be allowed
Stable bond is carried out, and improves the structural stability and shock resistance of dam body.
The slope ratio of 2 slope surface of waterproof section 1 and wave resistance section is less than 1:2.5, the slope ratio of 3 slope surface of grass planting bank protection section is less than 1:3.
In the present embodiment, waterproof section 1 and wave resistance section 2 are due to there is water body accumulation, and using higher slope ratio, and grass planting protects
Use lower slope ratio in 3 sections of slope can allow slope surface gentler, improve the landscape effect of slope surface.Slope surface is gently also beneficial in reservoir
Biology migrated and stopped, improve the ecological value of protective slope structure.
13 diameter of post in 1 rammed earth layer 12 of waterproof section is more than 0.5m, and depth is more than 2m, includes reinforcing rib in post 13；
The cobble that the coarse aggregate used in 2 concrete layer 11 of waterproof section is 60-80mm for grain size.
Specific embodiment of the utility model is described above.It is to be appreciated that the utility model not office
It is limited to above-mentioned particular implementation, those skilled in the art can make various deformations or amendments within the scope of the claims,
This has no effect on the substantive content of the utility model.
Claims (7)
1. a kind of high stable state ecoscape protective slope structure, it is characterised in that：The slope surface is multistage slope surface, is divided into from bottom to up anti-
Water section, wave resistance section, grass planting bank protection section and tree pond landscape section and sightseeing platform section；Waterproof section bottom is rammed earth layer, and surface layer is thick
More concrete posts are arranged in rammed earth layer in the concrete layer of aggregate bar planting, and concrete post is linked together with concrete surface layer；
Wave resistance section bottom is rammed earth layer, and surface layer is concrete layer, and melon seeds piece metalling and wave resistance block layer is arranged above concrete layer；Grass planting
Bank protection section bottom is native flesh layer, and big grid interlock block is installed on surface layer, and setting bank protection is careless in big grid interlock block gap, grass planting bank protection
Section slope surface is uniformly arranged a plurality of drainage downward along slope surface, and tree pond landscape section is embedded in grass planting bank protection intersegmental part, including uniformly divides
Multiple greening pools of cloth, green cisterna ambiens edge are isolated using enclosure with turf, and fence height is higher than turf height, under greening pool
Along multiple osculums are arranged, osculum and the drainage of grass planting bank protection section are linked up, and plantation repairing type plant and color leaf fill in greening pool
Wood；Ladder is arranged along top of the slope to sightseeing platform in sightseeing platform section, and ladder bottom is sightseeing platform, sightseeing platform and grass planting bank protection section
Isolation rail is arranged in top boundary, and setting is for the device having a rest of going sightseeing in sightseeing platform.
2. a kind of high stable state ecoscape protective slope structure according to claim 1, it is characterised in that：The height of the waterproof section
For the height of the long-term water accumulation level of dam, wave resistance section height is the long-term water accumulation level of dam to the height of good year water level, grass planting
Bank protection section is good year water level to flood season peak level height.
3. a kind of high stable state ecoscape protective slope structure according to claim 1, it is characterised in that：The big grid interlock block
Assembled by revetment brick, revetment brick bottom is arranged multiple length and grabs pile, brick face through-hole containing heavy caliber, brick body more than 2cm
Convex block is arranged in two adjacent sides, the notch that in addition both sides setting matches with convex block.
4. a kind of high stable state ecoscape protective slope structure according to claim 1, it is characterised in that：The multistage slope surface is adjacent
Slope surface platform is arranged in each section of junction, and slope surface berm width is more than 2.5m.
5. a kind of high stable state ecoscape protective slope structure according to claim 1, it is characterised in that：The waterproof section and wave resistance
The slope ratio of section slope surface is less than 1:2.5, the slope ratio of grass planting bank protection section slope surface is less than 1:3.
6. a kind of high stable state ecoscape protective slope structure according to claim 1, it is characterised in that：The waterproof section rammed earth layer
In post diameter be more than 0.5m, depth is more than 2m, includes reinforcing rib in post.
7. a kind of high stable state ecoscape protective slope structure according to claim 1, it is characterised in that：The waterproof section concrete
The cobble that the coarse aggregate used in layer is 60-80mm for grain size.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721755775.5U CN207619930U (en) | 2017-12-15 | 2017-12-15 | A kind of high stable state ecoscape protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721755775.5U CN207619930U (en) | 2017-12-15 | 2017-12-15 | A kind of high stable state ecoscape protective slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207619930U true CN207619930U (en) | 2018-07-17 |
Family
ID=62820367
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721755775.5U Active CN207619930U (en) | 2017-12-15 | 2017-12-15 | A kind of high stable state ecoscape protective slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207619930U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110271350A (en) * | 2019-06-25 | 2019-09-24 | 重庆大学 | A kind of Mountainous City River side landscape structure |
| CN110337995A (en) * | 2019-07-15 | 2019-10-18 | 华北水利水电大学 | A kind of water and soil conservation type ecological slope protection |
| CN110965562A (en) * | 2019-11-30 | 2020-04-07 | 桂林理工大学 | Ecological recovery system for field planting of slope protection plants |
| CN112627111A (en) * | 2020-12-12 | 2021-04-09 | 广州市庆和源建设有限公司 | River channel ecological slope structure and integrated construction method |
-
2017
- 2017-12-15 CN CN201721755775.5U patent/CN207619930U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110271350A (en) * | 2019-06-25 | 2019-09-24 | 重庆大学 | A kind of Mountainous City River side landscape structure |
| CN110337995A (en) * | 2019-07-15 | 2019-10-18 | 华北水利水电大学 | A kind of water and soil conservation type ecological slope protection |
| CN110965562A (en) * | 2019-11-30 | 2020-04-07 | 桂林理工大学 | Ecological recovery system for field planting of slope protection plants |
| CN112627111A (en) * | 2020-12-12 | 2021-04-09 | 广州市庆和源建设有限公司 | River channel ecological slope structure and integrated construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207619930U (en) | A kind of high stable state ecoscape protective slope structure | |
| CN106759104B (en) | Ecological slope protection structure and construction method | |
| CN201314039Y (en) | Ecological recovering type bank protection structure in riverway beaches | |
| CN209628299U (en) | Suitable for restoring the ecological revetment of bank water natural structure | |
| CN211621457U (en) | Anti-scouring river ecological revetment structure | |
| CN108589654A (en) | A kind of ecological brick and its ecological revetment system | |
| CN206693140U (en) | A kind of protection slope | |
| CN208121696U (en) | Multifunctional and composite type ecological slope protection | |
| CN206245283U (en) | A kind of river course dykes and dams ecological revetment | |
| CN207130765U (en) | A kind of Construction of Civil Engineering retaining wall with greening and discharge structure | |
| CN206189345U (en) | Dry rubble ecological landscape bank protection is filled on concrete check ridge | |
| CN209873714U (en) | River bank protection structure for urban mountain area | |
| CN208441049U (en) | A kind of ecological brick and its ecological slope protection system | |
| CN207295630U (en) | A kind of river channel ecology shore protection | |
| CN202509450U (en) | Ecological slope protection device | |
| CN214883385U (en) | Ecological revetment structure of urban mountain river course | |
| CN213296235U (en) | Ecological bank protection structure for urban river channel treatment | |
| CN205576831U (en) | Wave wall | |
| CN204000745U (en) | A kind of bulwark | |
| CN208300421U (en) | A kind of environmental and ecological wall construction of hydraulic engineering | |
| CN211713983U (en) | Ecological slope protection for water and soil conservation | |
| CN208328984U (en) | Ecological gridiron barricade | |
| CN208201772U (en) | A kind of ecology structure of tidal reach vertical type embankment | |
| CN202610766U (en) | Hinged type ecological slope protection concrete block | |
| CN113481940A (en) | Green ecological hollow square slope protection structure of seawall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |