CN201033867Y - Ecological type concrete barrel bank protection - Google Patents
Ecological type concrete barrel bank protection Download PDFInfo
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- CN201033867Y CN201033867Y CNU2006200495876U CN200620049587U CN201033867Y CN 201033867 Y CN201033867 Y CN 201033867Y CN U2006200495876 U CNU2006200495876 U CN U2006200495876U CN 200620049587 U CN200620049587 U CN 200620049587U CN 201033867 Y CN201033867 Y CN 201033867Y
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- cylindrical shell
- concrete
- single hole
- end parts
- shore protection
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Abstract
The utility model relates to an ecological concrete cylinder revetment. The technical proposal is that a concrete cylinder with an opening both at the top and at the bottom; the concrete cylinder is regularly arranged on the earth slope and is filled with earth and plants are planted in the cylinder, thus an ecological revetment is formed. The cross section of the cylinder is in the shape of a circle, a square, an equilateral hexagon or a rectangle; the cylinder body can be vertical to the earth or can be inclined; the inner holes and the holes between cylinders are filled with earth and plants and part of the holes serve as caves for amphibians. The utility model has the advantages that the utility model can effectively protect the stability of the bank slope, is favorable to the growth of plants and the inhabitation and multiplication of amphibians; the plants can be grown in an exuberant manner, therefore, on the slope stretching from water to land, two parallel ecological systems can be formed, namely, aquatic plants-hydrophilic plants-terrestrial plant and aquatic animals-amphibians-terrestrial animal, and the revetment is favorable to ecological protection. The utility model can be applied to the revetment construction of rivers, navigation channels, lakes and reservoirs..
Description
Technical field:
The utility model relates to a kind of shore protection, particularly relates to a kind of environmental concrete barrel shore protection.
Background technology:
The ramp type shore protection is the common type of waters shore protections such as river course, navigation channel, lake, reservoir.The embankment material of existing ramp type shore protection generally has piece stone, concrete slab, concrete hollow block.
Piece stone: placed rockfill, cemented rock are arranged.The outward appearance neat appearance; Price is comparatively cheap; It is stronger to resist wave current scour ability, and shore protection is effective.But because almost through-hardening of bank protection, hole is very little or almost do not have a hole on the bank protection, be unfavorable for the procreation of perching of amphibians such as crab, frog, can't planting aquatic plants,--ecosystem of amphibian, ecological effect are not good for water loving plant--terrestrial plant and aquatic animal--to be difficult to form water plant.
Concrete slab: the laid dry concrete slab is arranged, grout concrete slab.Outward appearance is neat; Price is higher; It is stronger to resist wave current scour ability, and shore protection is effective.But because almost through-hardening of bank protection, almost do not have hole on the bank protection, be unfavorable for the procreation of perching of amphibians such as crab, frog, can't planting aquatic plants, the ecosystem of--water loving plant--terrestrial plant that is difficult to form water plant, ecological effect is not good.
Concrete hollow block: the hex nut piece is typically arranged, and shape is as hex nut, and thinner thickness is the concrete thin-wall structure all around, and the centre is that large tracts of land is hollow, is used to banket and planting aquatic plants, water loving plant.Outward appearance is neat; Price is lower.But because hollow area is big, and block height is little, under the wave flow action, banketing in hollow run off easily by the wave current scour, and plant is difficult to survival on the one hand, can't realize the ecology of shore protection, cause slight slope to sink on the other hand easily, the also corresponding notch distortion down of shore protection block.Therefore, generally can only be used to not have wave or the very little river course of wave.
The utility model content:
Technical problem to be solved in the utility model provides a kind of ecology typed bank revetment concrete barrel, be directly installed on the slight slope, in shore protection, provide plant growing and amphibian procreation condition, realize the ecology of shore protection, solve the problem of existing embankment material ecological effect difference.
The technical solution of the utility model is that the cylindrical shell material is a concrete, and the cylindrical shell profile is the tubular of upper and lower opening, and the cylindrical shell rule is placed on the slight slope, and the cylindrical shell inside aperture is banketed, and forms shore protection.
The cylindrical shell material is plain concrete or steel concrete; The cylindrical shell cross section adopts circular single hole or square single hole, regular hexagon single hole, cylindrical shell circumscribed circle diameter 〉=0.2m ,≤1m, wall thickness 〉=0.02m ,≤0.2m, and≤the cylindrical shell circumscribed circle diameter 25%, cylindrical shell length is 1～2 times of circumscribed circle diameter; The cylindrical shell upper and lower end parts flushes, or the cylindrical shell upper and lower end parts is for tilting, and gradient is not suddenly in 1: 1.
The cylindrical shell material is plain concrete or steel concrete; The cylindrical shell cross section adopts the rectangle diplopore, cylindrical shell bond length 〉=0.15m ,≤0.6m, the long edge lengths of cylindrical shell is 2 times of bond length, cylindrical shell wall thickness 〉=0.02m ,≤0.15m, and≤bond length 25%, the cylindrical shell height is 1～2 times of circumscribed circle diameter; The cylindrical shell upper and lower end parts flushes, or the cylindrical shell upper and lower end parts is for tilting, and gradient is not suddenly in 1: 1.
Cross section is that the cylindrical shell planar alignment of circular single hole, square single hole, rectangle diplopore adopts grid-shaped or quincunx, and cross section is that the cylindrical shell planar alignment of regular hexagon single hole adopts quincunx.
Banket in the hole between cylindrical shell inside aperture and the cylindrical shell, banket with and the slight slope soil body be connected as a single entity, plantation plant in the hole between cylindrical shell inside aperture and the cylindrical shell, or part plants plant, part forms ecological revetment as the cave of amphibian.
Technique effect of the present utility model is 1) adopt the cylindrical shell of upper and lower opening, the roughness that last interruption-forming is bigger is effectively resisted the wave flow action, protects bank stability; 2) end opening makes and to banket in the tube and the below soil body is connected as a single entity, and helps the procreation of plant root growth and amphibian; 3) wave is effective and the degree of depth is bigger because the cylindrical shell roughness disappears greatly, in the cylindrical shell and between the cylindrical shell middle and lower part of hole banket be subjected to the wave current souring a little less than, banket and be not easy to run off, be fit to the procreation of perching of the growth of water plant or water loving plant, amphibian, and because the hole area rate is big, plant is can planting site comparatively dense,----ecosystem of terrestrial plant and aquatic animal--amphibian--terrestrial animal is realized the ecology of shore protection to water loving plant thereby to form water plant in the waters to the slope of land-based area; When 4) sedimentation and deformation because of the closely knit generation of banketing took place slight slope under the cylindrical shell, cylindrical shell can corresponding sedimentation adjustment.The bank protection work that can be used for river course, navigation channel, lake, reservoir.
Description of drawings:
Fig. 1 is the utility model cylindrical shell (circular single hole) plan view
Fig. 2 is the utility model cylindrical shell (circular single hole, upper and lower end parts flush) elevation
Fig. 3 is the utility model cylindrical shell (circular single hole, upper and lower end parts tilt) elevation
Fig. 4 is the quincunx disposition-plan of the utility model cylindrical shell (circular single hole)
Fig. 5 is environmental concrete barrel (circular single hole) the shore protection plan view of the utility model
Fig. 6 is environmental concrete barrel (circular single hole, upper and lower end parts flush) the shore protection profile of the utility model
Fig. 7 is the environmental concrete barrel of the utility model (circular single hole, upper and lower end parts a tilt) shore protection profile
Fig. 8 is the utility model cylindrical shell (square single hole) plan view
Fig. 9 is the utility model cylindrical shell (square single hole, upper and lower end parts flush) elevation
Figure 10 is the utility model cylindrical shell (square single hole, upper and lower end parts tilt) elevation
Figure 11 is the utility model cylindrical shell (square single hole) grid-shaped disposition-plan
Figure 12 is environmental concrete barrel (square single hole) the shore protection plan view of the utility model
Figure 13 is environmental concrete barrel (square single hole, upper and lower end parts flush) the shore protection profile of the utility model
Figure 14 is the environmental concrete barrel of the utility model (square single hole, upper and lower end parts a tilt) shore protection profile
Figure 15 is the utility model cylindrical shell (regular hexagon single hole) plan view
Figure 16 is the utility model cylindrical shell (regular hexagon single hole, upper and lower end parts flush) elevation
Figure 17 is the utility model cylindrical shell (regular hexagon single hole, upper and lower end parts tilt) elevation
Figure 18 is the quincunx disposition-plan of the utility model cylindrical shell (regular hexagon single hole)
Figure 19 is environmental concrete barrel (regular hexagon single hole) the shore protection plan view of the utility model
Figure 20 is environmental concrete barrel (regular hexagon single hole, upper and lower end parts flush) the shore protection profile of the utility model
Figure 21 is the environmental concrete barrel of the utility model (regular hexagon single hole, upper and lower end parts a tilt) shore protection profile
Figure 22 is the utility model cylindrical shell (rectangle diplopore) plan view
Figure 23 is the utility model cylindrical shell (rectangle diplopore, upper and lower end parts flush) elevation
Figure 24 is the utility model cylindrical shell (rectangle diplopore, upper and lower end parts tilt) elevation
Figure 25 is the utility model cylindrical shell (rectangle diplopore) grid-shaped disposition-plan
Figure 26 is environmental concrete barrel (rectangle diplopore) the shore protection plan view of the utility model
Figure 27 is environmental concrete barrel (rectangle diplopore, upper and lower end parts flush) the shore protection profile of the utility model
Figure 28 is the environmental concrete barrel of the utility model (rectangle diplopore, upper and lower end parts a tilt) shore protection profile
Among the figure: 1, cylindrical shell (circular single hole, upper and lower end parts flushes) or cylindrical shell (circular single hole, upper and lower end parts tilts), 2, the cylindrical shell inside aperture, 3, hole between the cylindrical shell, 4, the cylindrical shell hole, banket in the hole between the cylindrical shell, 5, plant, 6, the amphibian cave, 7, slight slope, 8, cylindrical shell (square single hole, upper and lower end parts flushes) or cylindrical shell (square single hole, upper and lower end parts tilts), 9, cylindrical shell (regular hexagon single hole, upper and lower end parts flushes) or cylindrical shell (regular hexagon single hole, upper and lower end parts tilts), 10, cylindrical shell (rectangle diplopore, upper and lower end parts flushes) or cylindrical shell (rectangle diplopore, upper and lower end parts tilts).
The specific embodiment:
Implement embodiment of the present utility model below in conjunction with description of drawings:
Embodiment one: environmental concrete barrel (circular single hole, upper and lower end parts flush) shore protection
Referring to Fig. 1, Fig. 2, adopt batch production, concrete (preferably harsh concrete) to be made into the cylindrical shell (circular single hole, upper and lower end parts flush) 1 of upper and lower opening.
Referring to Fig. 4, Fig. 5, Fig. 6, cylindrical shell 1 is placed on the slight slope 7 (step-like), it is quincunx that cylindrical shell 1 is arranged employing, between cylindrical shell 1, form hole 3, hole 3 between cylindrical shell inside aperture 2 and the cylindrical shell bankets 4, banket 4 with and the slight slope soil body 7 be connected as a single entity, and part is planted plant 5, part realizes the ecology of shore protection block as the cave 6 of amphibian.
Embodiment two: environmental concrete barrel (circular single hole, upper and lower end parts tilt) shore protection
Referring to Fig. 1, Fig. 3, adopt batch production, concrete (preferably harsh concrete) to be made into the cylindrical shell (circular single hole, upper and lower end parts tilt) 1 of upper and lower opening.
Referring to Fig. 4, Fig. 5, Fig. 7, cylindrical shell 1 is placed on the slight slope 7, it is quincunx that cylindrical shell 1 is arranged employing, between cylindrical shell 1, form hole 3, hole 3 between cylindrical shell inside aperture 2 and the cylindrical shell bankets 4, banket 4 with and the slight slope soil body 7 be connected as a single entity, and part is planted plant 5, part realizes the ecology of shore protection block as the cave 6 of amphibian.
Embodiment three: environmental concrete barrel (square single hole, upper and lower end parts flush) shore protection
Referring to Fig. 8, Fig. 9, adopt batch production, harsh concrete to be made into the cylindrical shell (square single hole, upper and lower end parts flush) 8 of upper and lower opening.
Referring to Figure 11, Figure 12, Figure 13, cylindrical shell 8 is placed on the slight slope 7 (step-like), and cylindrical shell 8 is arranged and adopted grid-shaped, cylindrical shell inside aperture 3 bankets 4, banket 4 with and the slight slope soil body 7 be connected as a single entity, and part is planted plant 5, part realizes the ecology of shore protection block as the cave 6 of amphibian.
Embodiment four: environmental concrete barrel (square single hole, upper and lower end parts tilt) shore protection
Referring to Fig. 8, Figure 10, adopt batch production, harsh concrete to be made into the cylindrical shell (square single hole, upper and lower end parts flush) 8 of upper and lower opening.
Referring to Figure 11, Figure 12, Figure 14, cylindrical shell 8 is placed on the slight slope 7, and cylindrical shell 8 is arranged and adopted grid-shaped, cylindrical shell inside aperture 3 bankets 4, banket 4 with and the below soil body 7 be connected as a single entity, and part is planted plant 5, part realizes the ecology of shore protection block as the cave 6 of amphibian.
Embodiment five: environmental concrete barrel (regular hexagon single hole, upper and lower end parts flush) shore protection
Referring to Figure 15, Figure 16, adopt batch production, harsh concrete to be made into the cylindrical shell (regular hexagon single hole, upper and lower end parts flush) 9 of upper and lower opening.
Referring to Figure 18, Figure 19, Figure 20, cylindrical shell 9 is placed on the slight slope 7 (step-like), and it is quincunx that cylindrical shell 9 is arranged employing, cylindrical shell inside aperture 2 bankets 4, banket 4 with and the slight slope soil body 7 be connected as a single entity, and part is planted plant 5, part realizes the ecology of shore protection block as the cave 6 of amphibian.
Embodiment six: environmental concrete barrel (regular hexagon single hole, upper and lower end parts tilt) shore protection
Referring to Figure 15, Figure 17, adopt batch production, harsh concrete to be made into the cylindrical shell (regular hexagon, upper and lower end parts tilt) 9 of upper and lower opening.
Referring to Figure 18, Figure 19, Figure 21, cylindrical shell 9 is placed on the slight slope 7, and it is quincunx that cylindrical shell 9 is arranged employing, cylindrical shell inside aperture 2 bankets 4, banket 4 with and the slight slope soil body 7 be connected as a single entity, and part is planted plant 5, part realizes the ecology of shore protection block as the cave 6 of amphibian.
Embodiment seven: environmental concrete barrel (rectangle diplopore, upper and lower end parts flush) shore protection
Referring to Figure 22, Figure 23, adopt batch production, harsh concrete to be made into the cylindrical shell (rectangle diplopore, upper and lower end parts flush) 10 of upper and lower opening.
Referring to Figure 25, Figure 26, Figure 27, cylindrical shell 10 is placed on the slight slope 7 (step-like), and cylindrical shell 10 is arranged and adopted grid-shaped, cylindrical shell inside aperture 2 bankets 4, banket 4 with and the slight slope soil body 7 be connected as a single entity, and part is planted plant 5, part realizes the ecology of shore protection block as the cave 6 of amphibian.
Embodiment eight: environmental concrete barrel (rectangle diplopore, upper and lower end parts tilt) shore protection
Referring to Figure 22, Figure 24, adopt batch production, harsh concrete to be made into the cylindrical shell (rectangle diplopore, upper and lower end parts tilt) 10 of upper and lower opening.
Referring to Figure 25, Figure 26, Figure 28, cylindrical shell 10 is placed on the slight slope 7, and cylindrical shell 10 is arranged and adopted grid-shaped, cylindrical shell inside aperture 2 bankets 4, banket 4 with and the slight slope soil body 7 be connected as a single entity, and part is planted plant 5, part realizes the ecology of shore protection block as the cave 6 of amphibian.
Claims (5)
1. environmental concrete barrel shore protection is characterized in that: the cylindrical shell material is a concrete, and the cylindrical shell profile is the tubular of upper and lower opening, and the cylindrical shell rule is placed on the slight slope, and the cylindrical shell inside aperture is banketed, and forms shore protection.
2. environmental concrete barrel shore protection according to claim 1 is characterized in that: the cylindrical shell material is plain concrete or steel concrete; The cylindrical shell cross section adopts circular single hole or square single hole, regular hexagon single hole, cylindrical shell circumscribed circle diameter 〉=0.2m ,≤1m, wall thickness 〉=0.02m ,≤0.2m, and≤the cylindrical shell circumscribed circle diameter 25%, cylindrical shell length is 1～2 times of circumscribed circle diameter; The cylindrical shell upper and lower end parts flushes, or the cylindrical shell upper and lower end parts is for tilting, and gradient is not suddenly in 1: 1.
3. environmental concrete barrel shore protection according to claim 1 is characterized in that: the cylindrical shell material is plain concrete or steel concrete; The cylindrical shell cross section adopts the rectangle diplopore, cylindrical shell bond length 〉=0.15m ,≤0.6m, the long edge lengths of cylindrical shell is 2 times of bond length, cylindrical shell wall thickness 〉=0.02m ,≤0.15m, and≤bond length 2 5%, the cylindrical shell height is 1～2 times of circumscribed circle diameter; The cylindrical shell upper and lower end parts flushes, or the cylindrical shell upper and lower end parts is for tilting, and gradient is not suddenly in 1: 1.
4. environmental concrete barrel shore protection according to claim 1, it is characterized in that: cross section is that the cylindrical shell planar alignment of circular single hole, square single hole, rectangle diplopore adopts grid-shaped or quincunx, and cross section is that the cylindrical shell planar alignment of regular hexagon single hole adopts quincunx.
5. according to claim 1 or 4 described environmental concrete barrel shore protections, it is characterized in that: banket in the hole between cylindrical shell inside aperture and the cylindrical shell, banket and be connected as a single entity with the slight slope soil body, plantation plant in the hole between cylindrical shell inside aperture and the cylindrical shell, or part is planted plant, part forms ecological revetment as the cave of amphibian.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006200495876U CN201033867Y (en) | 2006-12-27 | 2006-12-27 | Ecological type concrete barrel bank protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006200495876U CN201033867Y (en) | 2006-12-27 | 2006-12-27 | Ecological type concrete barrel bank protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201033867Y true CN201033867Y (en) | 2008-03-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2006200495876U Expired - Fee Related CN201033867Y (en) | 2006-12-27 | 2006-12-27 | Ecological type concrete barrel bank protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201033867Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635089A (en) * | 2012-03-31 | 2012-08-15 | 江苏大学 | Ecological riparian zone construction method |
| CN103069987A (en) * | 2013-01-18 | 2013-05-01 | 北京林业大学 | Substrate silting device and method for restoring flood plain vegetation |
| CN109778777A (en) * | 2019-03-26 | 2019-05-21 | 河南城市园丁园艺有限公司 | A kind of river course slope protection greenbelt |
-
2006
- 2006-12-27 CN CNU2006200495876U patent/CN201033867Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635089A (en) * | 2012-03-31 | 2012-08-15 | 江苏大学 | Ecological riparian zone construction method |
| CN102635089B (en) * | 2012-03-31 | 2015-06-24 | 江苏大学 | Ecological riparian zone construction method |
| CN103069987A (en) * | 2013-01-18 | 2013-05-01 | 北京林业大学 | Substrate silting device and method for restoring flood plain vegetation |
| CN103069987B (en) * | 2013-01-18 | 2014-03-26 | 北京林业大学 | Substrate silting device and method for restoring flood plain vegetation |
| CN109778777A (en) * | 2019-03-26 | 2019-05-21 | 河南城市园丁园艺有限公司 | A kind of river course slope protection greenbelt |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 701 room 21, Lane 801, Lane 201204, Sakura Road, Shanghai Patentee after: Ma Xinghua Address before: 201204, room 81, No. 478, Lane 402, Fanghua Road, Shanghai, Pudong New Area Patentee before: Ma Xinghua |
|
| DD01 | Delivery of document by public notice |
Addressee: Ma Xinghua Document name: Notification to Pay the Fees |
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| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080312 Termination date: 20101227 |