CN208668356U - Hybrid navigation channel landscape revetment dike - Google Patents
Hybrid navigation channel landscape revetment dike Download PDFInfo
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- CN208668356U CN208668356U CN201821166491.7U CN201821166491U CN208668356U CN 208668356 U CN208668356 U CN 208668356U CN 201821166491 U CN201821166491 U CN 201821166491U CN 208668356 U CN208668356 U CN 208668356U
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- Prior art keywords
- soil
- dike
- pile foundation
- slope protection
- navigation channel
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Revetment (AREA)
Abstract
Hybrid navigation channel landscape revetment dike, pile foundation (1) top is lower than soil-baffling structure (4) top, slope protection (2) are laid with along slope between pile foundation (1) and soil-baffling structure (4), slope protection (2) low side bottom setting permeable groin structure (3), soil-baffling structure (4) bottom fixing concrete square pile (5) on the inside of pile foundation (1).The slope protection for plant growth carrier is set in hard rigid soil-baffling structure forward position, along setting landscape pile foundation after slope protection, constitutes hybrid type Landscape Revetment Structural, takes into account earth-retaining, flood control water blocking, the functions such as beautify the environment.Have the function of that the stronger wave that disappears, protection against erosion, anti-ship wave, anti-soil body landslide, landscape effect are good, plant waterfront growing environment is safe and healthy, green ecological.
Description
Technical field
The utility model relates to navigation channel type Landscape Revetment Structural improved technology, especially hybrid navigation channel landscape revetment dike.
Background technique
Navigation channel, that is, water transport water channel or river are whole, including dyke and entire alluvial flat, in addition including frequent flood bit line with
Under basic riverbed either in high tide level coastal waters below.
Traditional channel revetment engineering is often confined to the basic functions such as flood control, water drainage, diversion and shipping.In bank-protection works
In design, especially city river is put forth effort on for the flood control safety for controlling river regime He ensuring river with block stone or concrete
The structure design of equal hard materials, and seldom consider the functions such as ecology, landscape, leisure, the amusement in river.It is difficult to adapt to green plant
Growth also blocks aquatic organism to inhabit procreation, how to harden its functionality with the ecological always solution waterway revetment that combines
To the adverse effect technical problem of water environment.Moreover, without using armored concrete in existing part waterway regulation works construction
Technology, but reconstruct into soil property shore protection, it is revert to ecosystem shore protection, but its bank revetment function is but markedly less than reinforced concrete hard
Revetment.Especially, the above prior art not yet standardized structural designs, and can not carry out scale industrial production, also affect peace
Fill construction efficiency.
Utility model content
The purpose of the utility model is to provide hybrid navigation channel landscape revetment dike,
The purpose of this utility model will be realized by following technical measures: including pile foundation, slope protection, permeable groin structure,
Soil-baffling structure and concrete square pile；Pile foundation top is lower than soil-baffling structure top, is laid between pile foundation and soil-baffling structure along slope
Slope protection, permeable groin structure, soil-baffling structure bottom fixing concrete square pile is arranged in slope protection low side bottom on the inside of pile foundation.
Especially, pile foundation is imitation wood pilework, and there is cone in bottom end.
Especially, slope protection is interconnected and fixed the composite structure constituted by least one layer of slope protection monomer.
Especially, slope protection monomer outer layer covers macromolecule composite earthwork cloth serves as a contrast attached grass on the inside of macromolecule composite earthwork cloth
Kind interlayer, the filling planting soil in the middle part of macromolecule composite earthwork cloth and grass seeds interlayer.
Especially, permeable groin structural outer is square-box-shaped steel wire, stone filling in steel wire.
Especially, bottom completely spreads one layer of permeable groin structure between pile foundation and soil-baffling structure, in this layer of permeable groin knot
Slope protection is laid on the upside of structure.
Especially, soil-baffling structure be L-type retaining wall, the platform of wall body structure and bottom is found including medial shaft, the platform to
Outer extension width is greater than the spacing of pile foundation and soil-baffling structure, the fixed double concrete square pile in soil-baffling structure bottom.Concrete square pile
Height is greater than two times of soil-baffling structure height.Soil-baffling structure is low pile cap formula soil-baffling structure.
The advantages of the utility model and effect: the shield for plant growth carrier is set in hard rigid soil-baffling structure forward position
Slope constitutes hybrid type Landscape Revetment Structural along setting landscape pile foundation after slope protection, takes into account earth-retaining, flood control water blocking, beautifies the environment
Function.Have the function of that the stronger wave that disappears, protection against erosion, anti-ship wave, anti-soil body landslide, landscape effect are good, the growth of plant waterfront
Environmental security health, green ecological.
Detailed description of the invention
Fig. 1 is 1 schematic diagram of application structure of the embodiment of the present invention.
Fig. 2 is slope protection monomer structure schematic diagram
Fig. 3 is permeable structure monomer structure schematic diagram
Fig. 4 is soil-baffling structure schematic diagram
Appended drawing reference includes:
Pile foundation 1, slope protection 2, permeable groin structure 3, soil-baffling structure 4, concrete square pile 5, macromolecule composite earthwork cloth 201,
Grass seeds interlayer 202, planting soil 203, steel wire 301, block stone 302.
Specific embodiment
The utility model includes: pile foundation 1, slope protection 2, permeable groin structure 3, soil-baffling structure 4 and concrete square pile 5.
The utility model is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1: as shown in Fig. 1,1 top of pile foundation is lower than 4 top of soil-baffling structure, between pile foundation 1 and soil-baffling structure 4
It is laid with slope protection 2 along slope, permeable groin structure 3 is set in 1 inside slope protection of pile foundation, 2 low side bottom, 4 bottom of soil-baffling structure is fixed mixed
Solidifying earthwork stake 5.
In aforementioned, pile foundation 1 is imitation wood pilework, and there is cone in bottom end.
In aforementioned, slope protection 2 is interconnected and fixed the composite structure constituted by least one layer of 2 monomer of slope protection.
In aforementioned, as shown in Fig. 2,2 monomer outer layer covers macromolecule composite earthwork cloth 201 of slope protection is compound in macromolecule
Attached grass seeds interlayer 202 is served as a contrast on the inside of geotextiles 201, in 202 middle part filling planting soil of macromolecule composite earthwork cloth 201 and grass seeds interlayer
203。
It is square-box-shaped steel wire 301, filling in steel wire 301 outside permeable groin structure 3 as shown in Fig. 3 in aforementioned
Block stone 302.
In aforementioned, bottom completely spreads one layer of permeable groin structure 3 between pile foundation 1 and soil-baffling structure 4, in this layer of permeable groin
Slope protection 2 is laid on the upside of structure 3.
In aforementioned, as shown in Fig. 4, soil-baffling structure 4 is L-type retaining wall, stands wall body structure and bottom including medial shaft
Platform, the platform width that extends outwardly are greater than the spacing of pile foundation 1 and soil-baffling structure 4, the double concrete of 4 bottom of soil-baffling structure fixation
Square pile 5.5 height of concrete square pile is greater than two times of 4 height of soil-baffling structure.Soil-baffling structure 4 is low pile cap formula soil-baffling structure.
In the utility model embodiment, solid matter imitation wood pilework pile foundation 1 is arranged in 2 forward position of slope protection, moreover, setting after pile foundation 1
Permeable groin structure 3 is set, gabion is installed in permeable groin structure 3, slope protection 2 is set at the top of the 3 rear soil body of permeable groin structure,
The slope protection 2 can plant shrub and turf, and lateral edge arranges low pile cap formula soil-baffling structure 4 outside 2 top of the slope position of slope protection.
In the utility model embodiment, pile foundation 1 does substrate using high tensile reinforcement and concrete, has advantages of higher compressive strength and resists
Bending strength, surface spray UV resistant, stain good and corrosion resistance high grade paint, have product very high ageing-resistant
Property.2 monomer of slope protection fills plant growth medium, by 2 monomer of slope protection along the folded mode of side slope superficial layer layer heap in side slope surface shape
It will be connected between layers at the environment that at least one layer of suitable for plant is grown, while by connecting accessory, and make pavement structure and side
Closely combine completely between the surface of slope, reaches firm slope protection effect.Slope protection 2 allows water from macromolecule composite earthwork cloth
It is oozed out in 201 masks, single that 203 soil of planting soil is not allowed to gush, 201 facing material of macromolecule composite earthwork cloth is soft, whole
Property it is good, have intensity higher, corrosion-resistant, resistance to microorganism decomposition, uvioresistant, anti-wave erosion, and be easy to the spy of plant growth
Property.Soil-baffling structure 4 uses low pile cap structure, and permeable groin structure 3 is arranged in 2 lower section of 1 rear of imitation wood stake pile foundation and slope protection.
Claims (9)
1. hybrid navigation channel landscape revetment dike, including pile foundation (1), slope protection (2), permeable groin structure (3), soil-baffling structure (4) and
Concrete square pile (5)；It is characterized in that, pile foundation (1) top is lower than soil-baffling structure (4) top, in pile foundation (1) and soil-baffling structure
(4) slope protection (2) are laid with along slope between, slope protection (2) low side bottom setting permeable groin structure (3), earth-retaining on the inside of pile foundation (1)
Structure (4) bottom fixing concrete square pile (5).
2. hybrid navigation channel landscape revetment dike as described in claim 1, which is characterized in that pile foundation (1) is imitation wood pilework, bottom
There is cone at end.
3. hybrid navigation channel landscape revetment dike as described in claim 1, which is characterized in that slope protection (2) is to be protected by least one layer
Slope (2) monomer is interconnected and fixed the composite structure of composition.
4. hybrid navigation channel landscape revetment dike as described in claim 1, which is characterized in that slope protection (2) monomer outer layer covers are high
Molecule composite earthwork cloth (201) serves as a contrast attached grass seeds interlayer (202) on the inside of macromolecule composite earthwork cloth (201), compound in macromolecule
Filling planting is native (203) in the middle part of geotextiles (201) and grass seeds interlayer (202).
5. hybrid navigation channel landscape revetment dike as described in claim 1, which is characterized in that be outside permeable groin structure (3)
Square-box-shaped steel wire (301), steel wire (301) interior stone filling (302).
6. hybrid navigation channel landscape revetment dike as described in claim 1, which is characterized in that in pile foundation (1) and soil-baffling structure (4)
Between bottom completely spread one layer of permeable groin structure (3), be laid with slope protection (2) on the upside of this layer of permeable groin structure (3).
7. hybrid navigation channel landscape revetment dike as described in claim 1, which is characterized in that soil-baffling structure (4) is L-type earth-retaining
Wall founds the platform of wall body structure and bottom including medial shaft, which extends outwardly width greater than pile foundation (1) and soil-baffling structure
(4) spacing, the fixed double concrete square pile (5) in soil-baffling structure (4) bottom.
8. hybrid navigation channel landscape revetment dike as claimed in claim 7, which is characterized in that concrete square pile (5) is highly greater than
Two times of soil-baffling structure (4) height.
9. hybrid navigation channel landscape revetment dike as claimed in claim 7, which is characterized in that soil-baffling structure (4) is low pile cap
Formula soil-baffling structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821166491.7U CN208668356U (en) | 2018-07-23 | 2018-07-23 | Hybrid navigation channel landscape revetment dike |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821166491.7U CN208668356U (en) | 2018-07-23 | 2018-07-23 | Hybrid navigation channel landscape revetment dike |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208668356U true CN208668356U (en) | 2019-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821166491.7U Active CN208668356U (en) | 2018-07-23 | 2018-07-23 | Hybrid navigation channel landscape revetment dike |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318370A (en) * | 2019-07-06 | 2019-10-11 | 南通市规划设计院有限公司 | A kind of ecological revetment and its construction method |
-
2018
- 2018-07-23 CN CN201821166491.7U patent/CN208668356U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318370A (en) * | 2019-07-06 | 2019-10-11 | 南通市规划设计院有限公司 | A kind of ecological revetment and its construction method |
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