CN208701602U - A kind of formula ecological bank protection structure - Google Patents
A kind of formula ecological bank protection structure Download PDFInfo
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- CN208701602U CN208701602U CN201821123669.XU CN201821123669U CN208701602U CN 208701602 U CN208701602 U CN 208701602U CN 201821123669 U CN201821123669 U CN 201821123669U CN 208701602 U CN208701602 U CN 208701602U
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- celluar concrete
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- pine
- basin
- protection structure
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Abstract
A kind of formula ecological bank protection structure, including platform, water plant, log pile, geotextiles, pine nose girder, zinc-plated steel nail, celluar concrete bear down on one, basin is planted, slope greening.Planting aquatic plants after the platform of 0.5 ~ 1m wide of build, log pile through preservative treatment is squeezed into riverbank using ramming machine solid matter, log pile and pine nose girder are arranged 1 every 6m using zinc-plated steel nail is fixed, bear down on one to bear down on one to place basin in reserved groove and plant after celluar concrete bears down on one to the slope trimming on ground in celluar concrete after log pile and the fixed after-pouring celluar concrete of pine nose girder and plant slope greening.It is more preferably not easy to collapse relative to traditional timber shore protection the utility model timber shore protection stability, celluar concrete bears down on one, slope greening combines with levee crown greening and carries out layering to rainwater heavy rain, rainstorm weather rainwater and rubbish object can be effectively relieved pouring in river, effectively play the role of adjusting water level flood detention, the self-purification capacity of river water body is also enhanced, ecological and landscape is preferable.
Description
Technical field
The utility model relates to the technical fields of channel revetment, more particularly, to a kind of formula ecological bank protection structure.
Background technique
Channel revetment construction be river Introduction of The Comprehensive Regulating Works important component, with social economy development increasingly
Fastly, town dweller's living standard is also continuously improved, so the requirement to channel revetment structure pattern is also higher and higher.Therefore river
Shore protection will not only meet flood passage water drainage, the requirement of structure safety, durability, also to meet ecology, landscape and hydrophily etc. and require.
The timber bank protection structure form now used in river training works washes away timber shore protection appearance through river for a long time
The collapsing of easy large area, safety of structure, durability are ecological poor.
Utility model content
Existing shore protection technology there are aiming at the problem that, the purpose of this utility model is a kind of formula ecological bank protection structure, raw
State property, landscape, structural stability are preferable, can operate with preferable foundation soil, also make in combination with other foundation treatment modes
With the scope of application is wider.
In order to achieve the above objectives, the utility model is achieved through the following technical solutions:
A kind of formula ecological bank protection structure, including platform (1), platform (1) are close close to riverbank side solid matter log pile (3)
Beared down on one (7) above row log pile (3) using pine nose girder (5), the fixed after-pouring celluar concrete of zinc-plated steel nail (6), it is porous mixed
Solidifying soil pressure top (7) setting groove simultaneously places basin plant (8), and solid matter log pile (3) is laid with geotextiles (4) by riverain side, more
Hole concrete bears down on one, and (7) flatten side slope upwards and plant slope greening (9), levee crown afforests (10).
Wide 0.5 ~ the 1m of the platform (1), platform (1) planting aquatic plants (2).
The log pile (3) is using deal pile and does preservative treatment, the long 3 ~ 4m of stake, and tip diameter is not less than the every linear meter(lin.m.) arrangement of 10cm
Timber 6-8 root.
The pine nose girder (5), wide 12cm thickness are not less than 5cm, and pine nose girder (3) is with log pile (3) using zinc-plated
Steel nail fixes (6) and is arranged 1 every 6m.
The celluar concrete bears down on one (7), a kind of porous light as made of aggregate, cement, reinforcing agent and water mixing
Concrete, it is free of fine aggregate, is mutually bonded by coarse aggregate surface cladding a thin layer cement slurry and to form hole equally distributed
Honeycomb structure.The celluar concrete bear down on one height not less than 30cm width not less than 30cm, celluar concrete bear down on one (7) set
Its depth of groove is set not less than 15cm width not less than 12cm.One of expansion joint is arranged in every 15m.
The geotextiles (4), the geotextiles (4) use rebuilding in log pile close to riverbank side width for 1m,
Its specification is not less than 250g/m2。
The basin plants (8) basin height and is not less than 10cm not less than 12cm diameter, filling planting soil in basin.Basin is planted (8) plant and is adopted
The mode combined with marigold, cockscomb.
The deal pile shore protection of the utility model has the following beneficial effects:
1, the deal pile bank protection structure in the utility model, more traditional deal pile bank protection structure globality, structural stability,
It is ecological, landscape is more preferable, preferable foundation soil can not only be applied to, when such as soft layer, also in combination with other grounds
Processing mode uses.
2, the celluar concrete in the utility model bears down on one (7) with high water-permeability, high-bearing capacity, durability, high heat dissipation
Property.More sky concrete bear down on one (7), slope greening (9), levee crown greening (10) combine and permeates, filters, Ke Yiyou layer by layer to rainwater
Effect prevents rainwater from carrying
A large amount of pollutant discharges into river, also can reduce the flood discharge pressure of drainning off floodwaters in river.
3, the log pile in the utility model (3) shore protection timber uses pine, carries out preservative treatment to deal pile before construction,
Deal pile surface can be made to form protective coating, effectively timber is prevented to crack, hence it is evident that the aging of timber is delayed to deform.
4, basin plants (8) in the utility model, and drought-enduring performance is good in such a way that marigold, cockscomb combine, and easily transplants,
Convenient later maintenance.
Detailed description of the invention
Fig. 1 is the standard section figure of the utility model；
Fig. 2 is the utility model A drawing；
Wherein, platform (1), water plant (2), log pile (3), geotextiles (4), pine nose girder (5), zinc-plated steel nail (6),
Celluar concrete bears down on one (7), and basin plants (8), slope greening (9), and levee crown afforests (10).
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, with reference to embodiments, to this
Utility model is further elaborated.
In the preferred embodiment of the utility model, as shown in Figure 1, a kind of formula ecological bank protection structure, including platform
(1), water plant (2), log pile (3), geotextiles (4), pine nose girder (5), zinc-plated steel nail (6), celluar concrete bear down on one
(7), basin plants (8), slope greening (9), levee crown greening (10).The utility model in specific application, as shown in Figure 1, first building
The platform (1) of 1m wide plants the water plants (2) such as yellow flag, Scirpus tabernaemontani afterwards；Log pile uses tip diameter 12cm length for the pine of 4m
The pine stake body surface of stake, the downward 50cm of stake top applies twice of paint of garden wood, and rest part pile body bitumastic solution twice will be through anti-corrosion
Processed log pile (3) squeezes into riverbank using ramming machine solid matter；Log pile (3) and width 12cm thickness 5cm through preservative treatment
Pine nose girder (5) uses zinc-plated steel nail (6) fixed intervals of long 19cm for 6m, to through preservative treatment log pile (3) and pine
Nose girder (5) fixation finishes after-pouring celluar concrete and bears down on one (7)；Celluar concrete bear down on one (7) use C25 concrete permeable for
1mm/s, porosity 15%, wide 30cm high 30cm are arranged one of subsiding crack every 15m and place basin plant (8) in reserved groove；
Basin plants the high 12cm diameter 10cm of (8) basin and plants (8) plant in such a way that marigold, cockscomb combine；Celluar concrete bears down on one
(7) it is ploughed to earthing 30cm thickness after the slope trimming of levee crown and plants the slope greenings (9) such as soil sowing Manila, Bermuda grass；Levee crown greening
(10) double Buxus sinica, height 30-50cm are used.
Claims (4)
1. a kind of formula ecological bank protection structure, it is characterised in that: including platform (1), platform (1) is close to riverbank side solid matter round log
Stake (3), solid matter log pile (3) top are beared down on one using pine nose girder (5), the fixed after-pouring celluar concrete of zinc-plated steel nail (6)
(7), celluar concrete bear down on one (7) setting groove and place basin plant (8), solid matter log pile (3) by riverain side be laid with soil
Work cloth (4), celluar concrete bears down on one, and (7) flatten side slope upwards and plant slope greening (9), levee crown afforests (10).
2. as described in claim 1 formula ecological bank protection structure, it is characterised in that: pine nose girder (5) the width 12cm thickness
Not less than 5cm, pine nose girder (5) and log pile (3) are fixed every 6m setting 1 using zinc-plated steel nail (6).
3. as described in claim 1 formula ecological bank protection structure, it is characterised in that: the celluar concrete bears down on one (7) highly
It is not less than 30cm not less than 30cm width, celluar concrete (7) setting its depth of groove of bearing down on one is not less than not less than 15cm width
One space is arranged in 12cm, every 15m.
4. as described in claim 1 formula ecological bank protection structure, it is characterised in that: the basin plants (8) basin height and is not less than 12cm
Diameter is not less than 10cm, filling planting soil in basin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821123669.XU CN208701602U (en) | 2018-07-16 | 2018-07-16 | A kind of formula ecological bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821123669.XU CN208701602U (en) | 2018-07-16 | 2018-07-16 | A kind of formula ecological bank protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208701602U true CN208701602U (en) | 2019-04-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821123669.XU Active CN208701602U (en) | 2018-07-16 | 2018-07-16 | A kind of formula ecological bank protection structure |
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| CN (1) | CN208701602U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576602A (en) * | 2020-05-25 | 2020-08-25 | 蓝建廉 | Rainwater collecting system is used in gardens |
-
2018
- 2018-07-16 CN CN201821123669.XU patent/CN208701602U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576602A (en) * | 2020-05-25 | 2020-08-25 | 蓝建廉 | Rainwater collecting system is used in gardens |
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