CN206438465U - A kind of ecological self-purification type landscape revetment reconstruction structure - Google Patents
A kind of ecological self-purification type landscape revetment reconstruction structure Download PDFInfo
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- CN206438465U CN206438465U CN201620929707.5U CN201620929707U CN206438465U CN 206438465 U CN206438465 U CN 206438465U CN 201620929707 U CN201620929707 U CN 201620929707U CN 206438465 U CN206438465 U CN 206438465U
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- barricade
- water
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- 238000000746 purification Methods 0.000 title claims abstract description 24
- 239000011901 water Substances 0.000 claims abstract description 62
- 239000010410 layers Substances 0.000 claims abstract description 36
- 239000004575 stone Substances 0.000 claims abstract description 31
- 239000011449 bricks Substances 0.000 claims abstract description 9
- 230000015572 biosynthetic process Effects 0.000 claims description 15
- 238000005755 formation reactions Methods 0.000 claims description 15
- 280000312338 Pavement companies 0.000 claims description 10
- 239000004576 sand Substances 0.000 claims description 8
- ARUVKPQLZAKDPS-UHFFFAOYSA-L Copper(II) sulfate Chemical compound 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Abstract
A kind of ecological self-purification type landscape revetment reconstruction structure disclosed in the utility model, including barricade wall body, barricade wall body is dismantled to design altitude by local, if being arranged at intervals with arterial highway drain groove along barricade water front bearing of trend on the top surface of the barricade wall body after local dismantle；Aquatic platform before at least one-level wall is provided with front of the side that meets water of barricade wall body on the ground of bank of river, is planted before every one-level wall on aquatic platform and is implanted with water plant；A trap drainage structure is provided with the earth-retaining side of barricade wall body after local dismantle；Filter drainage layer is crossed by being equipped with one on the ground square after one's death of the barricade wall after local dismantle；Built by laying bricks or stones on filter drainage layer is crossed along domatic interval from top to bottom and planted terrestrial plant on terrestrial halfpace after terrestrial halfpace after some grades of walls, every one-level wall.The utility model has the advantages that safety durable, ecoscape are graceful, pioneered and invented, environmental protection and energy saving, simple economy, safeguard convenient.
Description
Technical field
The utility model is related to river lake embankment ecological landscape restoration technical field, more particularly to a kind of based on traditional barricade
The ecological self-purification type landscape revetment reconstruction structure of ecology landscape renovation is carried out on the basis of structure.
Background technology
With the propulsion of urbanization process, traditional barrier wall structure can not meet demand of the people to ecoscape.Closely
A little years, the frequent generation of urban waterlogging promotes the theory for building " sponge city " to be promoted, wherein it is ecological just to include construction
River course and its accessory structure.
In order to improve city long-standing abuse and beautify the environment, increasing river channel ecology improvement project is included in construction plan
In.Reforming mode common at present is generally to remove present situation shore protection, rebuilds novel ecological shore protection, but exist negative to surrounding enviroment
The big, wasting of resources, high energy consumption, a series of disadvantages of high cost are influenceed, simultaneously because land resource is increasingly in short supply, the building of generation
Rubbish is also nowhere disposed.
Gravity type cemented rock shore protection is a kind of most ancient barrier wall structure form, because its material source is abundant, form is simple, take
Material is convenient, easy construction, all the time using quite varied.Referring to Fig. 1, what is provided in figure is present situation cemented rock gravity type shield
Bank, including front-seat Prefabricated reinforced concrete square pile 10, heel row Prefabricated reinforced concrete square pile 20, it is arranged on the front-seat and of Prefabricated reinforced concrete square pile 10
The top of heel row Prefabricated reinforced concrete square pile 20 and affixed with front-seat Prefabricated reinforced concrete square pile 10 and heel row Prefabricated reinforced concrete square pile 20
Reinforced concrete bottom plate 30, the cemented rock wall body 40 that is arranged on reinforced concrete bottom plate 30 and be arranged on cemented rock wall body 40
Bear down on one 50 on top surface.For physical features drop is small, urban river water not deep, earth-retaining highly small plains region, from economical and practical aspect
To consider, gravity type cemented rock bank protection structure can be selected mostly.
Based on urban development demand, it is necessary to carry out ecology transformation to present situation shore protection.Most of designers are typically to use
Present situation barrier wall structure is dismantled completely, and it is good using materials for wall as the ecoscape such as Prefabricated Concrete block, Ecotypic Stone Mesh-box effect to replace
Bank protection structure form, achieve certain effect in terms of the ecology treatment of river lake.But because more present situation shore protection still makes
With in the time limit, structure is safe and reliable, and safety, which is removed, rebuilds both uneconomical or not environmentally, and enforcement difficulty is also big, and shortcoming is obvious,
Need the ecology modification scheme for being worked out on the basis of present situation bank protection structure and using present situation shore protection, only carrying out partial dismantling badly.
Therefore, applicant carried out beneficial exploration and trial, have found result of the above problems, it will be detailed below being situated between
The technical scheme continued is produced under this background.
Utility model content
Technical problem to be solved in the utility model is：Used for present situation shore protection when carrying out ecology transformation
Full dismounting present situation barrier wall structure and cause it is both uneconomical or not environmentally, and enforcement difficulty it is big the problems such as, and provide a kind of both economical
Environmental protection, also allows for the ecological self-purification type landscape revetment reconstruction structure of construction implementation and safety durable.
Technical problem to be solved in the utility model can adopt the following technical scheme that to realize：
A kind of ecological self-purification type landscape revetment reconstruction structure, including preceding campshed, rear campshed, be arranged on the preceding campshed and after
The top of campshed and the barricade bottom plate affixed with the preceding campshed and rear campshed and the barricade being arranged on the barricade bottom plate
Wall body, it is characterised in that the barricade wall body is dismantled to design altitude by local, by the top surface of the barricade wall body after local dismantle
If on be arranged at intervals with arterial highway drain groove along barricade water front bearing of trend, every one of drain groove is by described by after local dismantled
Barricade wall body meet water side and the insertion of earth-retaining side；It is located at the side that meets water of the barricade wall body on the ground of bank of river
Aquatic platform before at least one-level wall is provided with front of face, is planted before every one-level wall on aquatic platform and is implanted with water plant；The quilt
A trap drainage structure is provided with the earth-retaining side of barricade wall body after local forcible entry, in the barricade by after local dismantle
It is equipped with a top layer on wall body and the top surface of trap drainage structure to mat formation bed course, top layer bed course of mating formation constitutes a horizontal view
Platform；One, which is equipped with, on the barricade wall by after local dismantle ground square after one's death crosses filter drainage layer；In the filtering draining
Terrestrial halfpace after some grades of walls has been built by laying bricks or stones along domatic interval from top to bottom, plantation terrestrial is planted on terrestrial halfpace after every one-level wall on layer
Thing.
In a preferred embodiment of the present utility model, barricade wall body surface involved when locally being dismantled is adopted
Floating processing is carried out to crack of stone with cement mortar.
In a preferred embodiment of the present utility model, aquatic platform is two, respectively first order wall before the wall
The design altitude of aquatic platform is less than the second level before aquatic platform before preceding aquatic platform and second level wall, the first order wall
The water plant planted before the design altitude of aquatic platform before wall, the first order wall on aquatic platform is resistance to water depth in 0.8m
The water plant planted before~1m water plant, the second level wall on aquatic platform is resistance to water depth 0.3m~0.6m's
Water plant.
It is aquatic before aquatic platform and second level wall before the first order wall in a preferred embodiment of the present utility model
Earth-retaining is carried out using the log pile of solid matter at the outer rim of platform, the stake footpath of the log pile is 0.1m~0.2m, the log pile
The a length of 2m~3m of stake.
In a preferred embodiment of the present utility model, the circle set before the second level wall at the outer rim of aquatic platform
Timber is arranged using waveform arrangement or along river connection arrangement or arranged for interval mode.
In a preferred embodiment of the present utility model, the top layer is mated formation on bed course along between barricade water front bearing of trend
Every being equipped with some anticorrosive woods.
In a preferred embodiment of the present utility model, the trap drainage structure is described by part by being successively set on
Prismatic Ecotypic Stone Mesh-box and packed rubble filter layer on the earth-retaining side of barricade wall body after forcible entry are constituted.
In a preferred embodiment of the present utility model, described filter drainage layer is by sand gravel pervious bed and is arranged on excessively
Geotextiles on the sand gravel pervious bed are constituted.
In a preferred embodiment of the present utility model, terrestrial halfpace uses the barricade wall body after some grades of walls
The part building stones locally dismantled are laid on described cross on filter drainage layer and constituted.
In a preferred embodiment of the present utility model, after some grades of walls width of terrestrial halfpace from top to bottom by
Gradually increase.
In a preferred embodiment of the present utility model, extend after some grades of walls on terrestrial halfpace along barricade water front
Direction is arranged at intervals with some footpaths, and one end of each footpath is located at levee crown, and its other end extends downward into institute
State horizontal sightseeing platform.
In a preferred embodiment of the present utility model, a people is equipped with along barricade water front bearing of trend on levee crown
Row pavement, the bluestone board that the pavement is set by some uniform intervals is constituted.
In a preferred embodiment of the present utility model, Turf Culture between two pieces of adjacent bluestone boards, on levee crown
Positioned at the both sides dike shoulder plantation shrub of the pavement or arbor.
As a result of technical scheme as above, the beneficial effects of the utility model are：
1st, safety durable.Soil pressure reduces after improved bank protection structure wall, and level of ground water declines after wall, and water pressure subtracts
Small, slight slope is more firm before wall, and does not apply big vertical external load to wall body, and overall structure is safer, and structural shielding in place, is tieed up
The endurance quality of script is held.
2nd, ecoscape is graceful.Land and water interchange channel is opened, and large area plants aquatic and terrestrial plant, and ecological performance is excellent
More, external structure landscape effect is consistent, inherit stone masonry it is naturally simple and unsophisticated while, add the modern senses such as anticorrosive wood pretty good
Element.
3rd, pioneer and invent.Revetment modification structure of the present utility model is based on conventional Ecological Landscape Design thinking, incorporates " sponge
City " theory, creative to be converted cavernous structure, the ecological safeguard structure such as gabion box is applied in combination with hard structure
Atypical mode for rigidity revetment transformation provide new approaches.
4th, environmental protection and energy saving.Revetment modification structure of the present utility model takes full advantage of produced when removing barricade wall body give up
Building stones, improved section has used Non-energy-consumption in the technique and material of low energy consumption, running.
5th, simple economy.The construction technology of revetment modification structure of the present utility model is easily implemented, and it is convenient to construct；From material
Material is also easier to buying, and in addition to bluestone board, remaining does not belong to high price product with material in landscape, Eco-Design；Budget engineering cost list
Linear meter(lin.m.) is 4920 yuan, relatively inexpensive.
6th, facility is safeguarded.Preferably, maintenance cost is mainly reflected in plant to revetment modification structure durability of the present utility model
Maintenance；Structure material is also more conventional, and the later stage, which replaces, repairs also more convenient；Even if screening system fails after wall, structure is pacified
Full stabilization does not result in big influence.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the accompanying drawing used required in description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the sectional drawing of present situation cemented rock gravity revetment.
Fig. 2 is the sectional drawing of ecological self-purification type landscape revetment reconstruction structure of the present utility model.
Fig. 3 is the side elevational view that meets water of ecological self-purification type landscape revetment reconstruction structure of the present utility model.
Embodiment
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under
Face combines and is specifically illustrating, and the utility model is expanded on further.
Referring to Fig. 2 and Fig. 3, what is provided in figure is a kind of ecological self-purification type landscape revetment reconstruction structure, including preceding campshed
100th, rear campshed 200, be arranged on the top of preceding campshed 100 and rear campshed 200 and affixed with preceding campshed 100 and rear campshed 200
Barricade bottom plate 300 and the barricade wall body 400 being arranged on barricade bottom plate 300.Preceding campshed 100 and rear campshed 200 are C30 steel
Muscle concrete precast square pile.Barricade bottom plate 300 is made of C30 armored concrete.
Barricade wall body 400 is dismantled to design altitude by local, and design altitude is typically 3.0m (about three layers of building stones), elevation
The thick building stones of the earth-retaining side about 0.6m of 3.0m~2.4m barricade wall body 400 also need to remove, it is ensured that the barricade wall body 400 after being dismantled
Wall top width degree be not less than 0.5m, wall anticline rate is consistent with the barricade wall body not dismantled；Elevation 3.0m~2.6m barricade wall body
400 remove one block of building stones per linear meter(lin.m.).Dismantle after barricade wall body 400, it is ensured that water, Lu Guantong during ordinary water level.Barricade wall body 400
Involved surface need to use 1 when locally being dismantled：3 cement mortar carry out floating processing to crack of stone, in order to avoid influence barricade wall body
400 durability.The building stones produced in forcible entry of barricade wall body 400 can be made without outward transport after removing masonry mortar and cleaning
For the earth-retaining stone of terrestrial halfpace after wall, in crack of stone also can growing plant, the unification of style is both maintained with barricade wall body 400,
The boundary profile of every grade of plant growth platform is set to seem nature vivid and interesting.
If being arranged at intervals with arterial highway row along barricade water front bearing of trend on the top surface of the barricade wall body 400 after local dismantle
Water groove 410, every one of drain groove 410 will be passed through by meet water side and the earth-retaining side of the barricade wall body 400 after local dismantle
Logical, the width of drain groove 410 is 0.3m.
Consider that river course typically has flood passage, water drainage function, this transformation should not reduce river course Water Surface Ratio, cross water and retaining energy
Power, therefore, should not change the important parameter such as slight slope ratio of slope before wall on a large scale, thus positioned at barricade wall on the ground of bank of river
Aquatic platform before at least one-level wall is provided with front of the side that meets water of body 400, and is planted before every one-level wall on aquatic platform
Water plant, it is several without influence on river course Water Surface Ratio, excessively water and water-holding capacity cross section.In the present embodiment, aquatic platform before wall
For two, aquatic platform before aquatic platform 520, first order wall before aquatic platform 510 and second level wall respectively before first order wall
510 design altitude is less than the design altitude of aquatic platform 520 before the wall of the second level, specifically, aquatic platform before first order wall
510 elevation is 1.8m, and the elevation of aquatic platform 520 is 2.4m before the wall of the second level.Aquatic platform 510 and second before first order wall
The platform of aquatic platform 520 bankets the gradient for 1 before level wall：10, the water plant of different resistance to water depths can be planted.For example, the
The water plant planted before one-level wall on aquatic platform 510 is usually water plant of the resistance to water depth in 0.8m~1m, such as lotus
Flower, spatterdock etc.；The water plant planted before the wall of the second level on aquatic platform 520 is usually resistance to water depth 0.3m~0.6m's
Water plant, such as thaliadeabata, yellow flag, arrowhead.
Use the log pile of solid matter before first order wall before aquatic platform 510 and second level wall at the outer rim of aquatic platform 520
511st, 521 earth-retaining is carried out, different according to earth-retaining height, the stake footpath of log pile 511,521 is 0.1m~0.2m, log pile 511,
The 521 a length of 2m~3m of stake.In order that scenery is in picturesque disorder, except doing some scapes in terms of water plant pattern, planting range
The log pile 521 set before design, second level wall at the outer rim of aquatic platform 520 is seen using waveform arrangement or along river
Connection arrangement or arranged for interval mode are arranged.
A trap drainage structure 600, trap drainage are provided with the earth-retaining side of barricade wall body 400 after local dismantle
Structure 600 is (horizontal by the prismatic Ecotypic Stone Mesh-box 610 on the earth-retaining side of the barricade wall body 400 after local dismantle by being successively set on
600 × 600mm of cross dimensions) and packed rubble filter layer 620 (thick 300mm) composition.
A top layer is equipped with the barricade wall body 400 and the top surface of trap drainage structure 600 after by local dismantle to mat formation
Bed course 700, top layer mats formation bed course 700 for C30 steel bar concrete precast slabs (500 × 100 × 1600mm of size), and top layer is mated formation bed course
700 constitute a horizontal sightseeing platform, and the width of horizon light scene-panel is 1.5m.Top layer, which is mated formation, to be prolonged along barricade water front on bed course 700
Stretch direction interval and be equipped with some anticorrosive woods 710 (45 × 120 × 1600mm of size), the laying of adjacent two pieces of anticorrosive woods 710
Spacing is 2cm.
One is equipped with the ground at the rear of barricade wall body 400 after local dismantled to be connected with trap drainage structure 600
Cross filter drainage layer 800, cross filter drainage layer 800 by sand gravel pervious bed 810 (thickness 300mm) and to be arranged on sand gravel permeable
(the size of geotextiles 820 on layer 810：300g/m2) constitute.Filter drainage layer 800 is crossed to be applied in combination with trap drainage structure 600,
Filtering is oozed under formation natural rain is quick and river course is drained into via by the drain groove 410 of the barricade wall body 400 after local dismantle
Rainwater purification system.
Built by laying bricks or stones on filter drainage layer 800 is crossed along domatic interval from the bottom to top after terrestrial halfpace 900 after three-level wall, three-level wall
The design altitude of terrestrial halfpace 900 is 3.40m, 3.65m, 3.90m, and the height of terrestrial halfpace 900 is 0.25m after every grade of wall.Often
Terrestrial plant is planted on terrestrial halfpace 900 after one-level wall, the small shrub such as Yunnan Huang is fragrant, purple leaf barberry, remaining is with turf
Based on.The part building stones that terrestrial halfpace 900 is locally dismantled using barricade wall body 400 after three-level wall were laid on filter drainage layer
Constituted on 800.The width of terrestrial halfpace 900 is gradually increased from high to low after three-level wall, respectively 0.6m, 0.8m, 1.0m.Three
After level wall some footpath (sizes are arranged at intervals with terrestrial halfpace 900 along barricade water front bearing of trend：0.3m×0.1m×
1m), one end of each footpath is located at levee crown, and its other end is extended downward at horizontal sightseeing platform.
A pavement 1000 is equipped with along barricade water front bearing of trend on levee crown, pavement 1000 is by some
The bluestone board that uniform intervals are set is constituted.Turf Culture between two pieces of adjacent bluestone boards, is located at the walking on levee crown
The both sides dike shoulder plantation shrub in road or arbor.
The construction method of ecological self-purification type landscape revetment reconstruction structure of the present utility model, comprises the following steps：
Step 1, cofferdam is constructed.According to river course own characteristic, can using barrage cofferdam or along river cofferdam, and by cofferdam with
River between proposed barricade water front is drained；
Step 2, excavation of foundation pit.Before excavation of foundation pit, lowering of watertable is answered so that level of ground water is reduced to excavation face
0.5m~below 1m, using sand gravel pervious bed lower boundary as excavation slope, at stage excavation to design altitude 2.4m；
Step 3, by the local forcible entry of barricade wall body 400 to design altitude, while the building stones after forcible entry are done into proper treatment, then
Involved surface uses 1 when locally being dismantled to barricade wall body 400:3 cement mortar carry out floating processing to crack of stone；
Step 4, mat formation on the earth-retaining side of the barricade wall body 400 after by local dismantled trap drainage structure 600, i.e.,
Prismatic Ecotypic Stone Mesh-box 610 and packed rubble filter layer 620 are mated formation in quilt successively using mechanical hoisting or manual mode of operation
On the earth-retaining side of barricade wall body 400 after local forcible entry；
Step 5, the laying filtering drainage blanket 800 on the ground at the rear of barricade wall body 400 after by local dismantle, that is, divide
Layer laying sand gravel pervious bed 810 and geotextiles 820, and it is compacted leveling；
Step 6, the rear backfill of the barricade wall body 400 after by local dismantled and lay to design altitude 3.0m, and
Compacting leveling；
Step 7, the barricade wall body and trap drainage knot using mechanical hoisting or artificial paving mode after by local dismantle
Top layer is laid on the top surface of structure to mat formation bed course 700, and is mated formation using artificial paving mode in top layer on bed course 700 along barricade water front
Lay anticorrosive wood 710 in bearing of trend interval；
Step 9, build terrestrial halfpace 900 after three-level wall by laying bricks or stones on filter drainage layer 800 is crossed, according to elevation 3.4m, 3.65m,
3.9m, 4.2m layering are built by laying bricks or stones and banketed, and first build discarded stone or water-permeable brick by laying bricks or stones, then fill compaction, then carry out last layer platform
Build by laying bricks or stones, then plant terrestrial plant on terrestrial halfpace after every one-level wall；
Step 10, pavement 1000 is laid in levee crown, is laid bluestone board using mechanical hoisting or artificial paving mode
In place, pavement 1000 is formed；
Step 11, it is located on the ground of bank of river by before the side that meets water of the barricade wall body 400 after local dismantle
Aquatic platform 520 before aquatic platform 510 and second level wall before side's setting first order wall, and the aquatic platform 510 before first order wall
With the log pile 511,521 for setting solid matter before the wall of the second level at the outer rim of aquatic platform 520, then the aquatic platform before first order wall
510 and second level wall before planting aquatic plants on aquatic platform 520；
Step 12, cofferdam is removed, and construction site is arranged.
General principle of the present utility model and principal character and advantage of the present utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply illustrate principle of the present utility model, on the premise of the utility model spirit and scope are not departed from, the utility model is also
Various changes and modifications are had, these changes and improvements are both fallen within the range of claimed the utility model.The utility model
Claimed scope is by appended claims and its equivalent thereof.
Claims (13)
1. a kind of ecological self-purification type landscape revetment reconstruction structure, including preceding campshed, rear campshed, it is arranged on the preceding campshed and heel row
The top of stake and the barricade bottom plate affixed with the preceding campshed and rear campshed and the barricade wall being arranged on the barricade bottom plate
Body, it is characterised in that the barricade wall body is dismantled to design altitude by local, by the top surface of the barricade wall body after local dismantle
If being arranged at intervals with arterial highway drain groove along barricade water front bearing of trend, every one of drain groove is by described by after local dismantle
Meet water side and the insertion of earth-retaining side of barricade wall body；Positioned at the side that meets water of the barricade wall body on the ground of bank of river
Front be provided with aquatic platform before at least one-level wall, per one-level wall before plant on aquatic platform and be implanted with water plant；It is described by office
A trap drainage structure is provided with the earth-retaining side of barricade wall body after portion's forcible entry, in the barricade wall by after local dismantle
It is equipped with a top layer on body and the top surface of trap drainage structure to mat formation bed course, top layer bed course of mating formation constitutes a horizontal view and put down
Platform；One, which is equipped with, on the barricade wall by after local dismantle ground square after one's death crosses filter drainage layer；Filter drainage layer is crossed described
On built terrestrial halfpace after some grades of walls by laying bricks or stones along domatic interval from top to bottom, per one-level wall after on terrestrial halfpace plantation terrestrial plant
Thing.
2. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 1, it is characterised in that the barricade wall body is by office
Portion surface involved when dismantling carries out floating processing using cement mortar to crack of stone.
3. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 1, it is characterised in that aquatic platform before the wall
For two, aquatic platform before aquatic platform, the first order wall before aquatic platform and second level wall respectively before first order wall
Design altitude is less than the water planted before the design altitude of aquatic platform before the second level wall, the first order wall on aquatic platform
Plant is water plant of the resistance to water depth in 0.8m~1m, and the water plant planted on aquatic platform before the second level wall is
Water plant of the resistance to water depth in 0.3m~0.6m.
4. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 3, it is characterised in that water before the first order wall
Log pile before life platform and second level wall at the outer rim of aquatic platform using solid matter carries out earth-retaining, and the stake footpath of the log pile is
0.1m~0.2m, a length of 2m~3m of stake of the log pile.
5. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 3, it is characterised in that water before the second level wall
The log pile set at the outer rim of life platform connects arrangement or arranged for interval using waveform arrangement or along river
Mode is arranged.
6. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 1, it is characterised in that the top layer is mated formation bed course
On be equipped with some anticorrosive woods along barricade water front bearing of trend interval.
7. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 1, it is characterised in that the trap drainage structure
By the prismatic Ecotypic Stone Mesh-box being successively set on the earth-retaining side of the barricade wall body by after local dismantle and packed rubble mistake
Filtering layer is constituted.
8. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 1, it is characterised in that it is described cross filter drainage layer by
Sand gravel pervious bed and the geotextiles being arranged on the sand gravel pervious bed are constituted.
9. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 1, it is characterised in that some grades of wall hinterlands
The part building stones that raw halfpace is locally dismantled using the barricade wall body are laid on described cross on filter drainage layer and constituted.
10. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 1, it is characterised in that after some grades of walls
The width of terrestrial halfpace is from top to bottom gradually increased.
11. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 1, it is characterised in that after some grades of walls
Some footpaths are arranged at intervals with along barricade water front bearing of trend on terrestrial halfpace, one end of each footpath is located at levee crown
Place, its other end extends downward into the horizontal sightseeing platform.
12. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 1, it is characterised in that along barricade on levee crown
Water front bearing of trend is equipped with a pavement, and the bluestone board that the pavement is set by some uniform intervals is constituted.
13. ecological self-purification type landscape revetment reconstruction structure as claimed in claim 12, it is characterised in that two blocks of adjacent green stones
Turf Culture between plate, positioned at the both sides dike shoulder plantation shrub of the pavement or arbor on levee crown.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620929707.5U CN206438465U (en) | 2016-08-23 | 2016-08-23 | A kind of ecological self-purification type landscape revetment reconstruction structure |
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| CN201620929707.5U CN206438465U (en) | 2016-08-23 | 2016-08-23 | A kind of ecological self-purification type landscape revetment reconstruction structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149625A (en) * | 2016-08-23 | 2016-11-23 | 上海市水利工程设计研究院有限公司 | A kind of ecological self-purification type landscape revetment reconstruction structure and construction method thereof |
| CN110552318A (en) * | 2019-09-04 | 2019-12-10 | 上海勘测设计研究院有限公司 | Plank road type ecological revetment |
-
2016
- 2016-08-23 CN CN201620929707.5U patent/CN206438465U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106149625A (en) * | 2016-08-23 | 2016-11-23 | 上海市水利工程设计研究院有限公司 | A kind of ecological self-purification type landscape revetment reconstruction structure and construction method thereof |
| CN110552318A (en) * | 2019-09-04 | 2019-12-10 | 上海勘测设计研究院有限公司 | Plank road type ecological revetment |
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