CN206110145U - Cast -in -place afforestation concrete slope protection structure - Google Patents
Cast -in -place afforestation concrete slope protection structure Download PDFInfo
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- CN206110145U CN206110145U CN201621085759.5U CN201621085759U CN206110145U CN 206110145 U CN206110145 U CN 206110145U CN 201621085759 U CN201621085759 U CN 201621085759U CN 206110145 U CN206110145 U CN 206110145U
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Abstract
The utility model discloses a cast -in -place afforestation concrete slope protection structure, include back timber and floorbar, it has the reinforcing rod to alternate respectively on back timber and the floorbar, and the reinforcing rod is more than one, and it is align to grid fixes respectively on back timber and floorbar, is slope setting between back timber and the floorbar, is equipped with planting soil between back timber and the floorbar, and the groove is planted to the last several of having offered of planting soil, and the spacing distance differs between two liang of planting grooves, and the planting soil lower surface is equipped with cast -in -place afforestation concrete, is equipped with nutrition soil in the cast -in -place afforestation concrete. The utility model discloses a cast -in -place afforestation concrete slope protection structure adopts the on -the -spot mode construction afforestation bank protection of casting, has realized the hope of growing grass making rigidity revetment and environment greening combine on the concrete bank protection perfectly, has that the manpower and materials of saving, reduce project cost, afforestation bank protection monolithic stability are good, the flood fighting can the reinforce, advantage such as beautify the environment, and application scope is wide, has reduced the loss of water and soil, can better help vegetation.
Description
Technical field
This utility model is related to a kind of xoncrete structure, more particularly to a kind of cast-in-place greening concrete protective slope structure.
Background technology
In existing landscape design, protective slope structure generally adopts wall stone masonry, reinforced concrete structure, ramp type pitched work
Or plain concrete protective slope structure, although such protective slope structure can meet constitutionally stable requirement, solve the slope protection net of web frame of tiing knots
The soil erosion phenomenon for causing.But its cost is high, long in time limit, effect on environment is big, is particularly the bank protection in some road roadsides, and which is right
The stability of bank protection does not have having high demands for river course slope protection, and in this case, the aesthetic property of existing protective slope structure is serious not
Foot, and the problem of frequent maintenance can be caused, maintenance cost is increased, is unfavorable for the saving of construction cost, led to not preferably
For in bank slope protection.
The content of the invention
The technical problems to be solved in the utility model is：Overcome the problems referred to above, there is provided a kind of by the way of in-situ casting
Counterfort virescence is built, the cast-in-place greening concrete protective slope structure of the hope that grass is planted on concrete revetment is realized.
To achieve these goals, the technical solution adopted in the utility model is such：It is of the present utility model cast-in-place green
Change concrete revetment structure, including back timber and bottom girder have been respectively interposed reinforcing rod on back timber and bottom girder, reinforcing rod more than one,
It is in it is evenly distributed be separately fixed on back timber and bottom girder, be inclined to set between back timber and bottom girder, set between back timber and bottom girder
There is planting soil, on planting soil, offer several planting grooves, spacing distance differs between planting groove two-by-two, planting soil lower surface is provided with
Cast-in-place green concrete, is provided with Nutrition Soil in cast-in-place green concrete, wrap on the outside of Nutrition Soil, cast-in-place green concrete and planting soil
Reinforcing mat is covered with, reinforcing mat is provided with several strengthening nails, and strengthening nail is each passed through planting soil, cast-in-place green concrete and Nutrition Soil
Arrange, on cast-in-place green concrete, be further opened with several holes, hole is evenly arranged on cast-in-place green concrete.
Further, as a kind of specific version, the thickness of planting soil described in the utility model is at four to five lis
Between rice.
Further, as a kind of specific version, hole porosity described in the utility model is 20 percent
Between five to percent three ten five.
Further, as a kind of specific version, hole diameter described in the utility model be five centimetres of point two,
Depth is 0. 65 centimetres.
Further, as a kind of specific version, cast-in-place green concrete thickness described in the utility model is zero
Between five centimetres of 8 to one point of point.
Further, as a kind of specific version, cast-in-place green concrete described in the utility model is per square meter hole
Hole number is at least 120.
Compared with prior art, the utility model has the advantage of：Cast-in-place greening concrete protective slope knot of the present utility model
Structure builds counterfort virescence by the way of in-situ casting, realize plant on concrete revetment grass hope, make rigid revetment with
Environmental greening ideally combines, with the construction costs that uses manpower and material resources sparingly, reduces, counterfort virescence monolithic stability be good, flood fighting
Ability is strong, the advantages of beautify the environment, it is applied widely, reduce the loss of water and soil, can preferably help plant growing.
Description of the drawings
With reference to the accompanying drawings and examples this utility model is further illustrated.
Fig. 1 is cross-sectional view of the present utility model；
Fig. 2 is planar structure schematic diagram of the present utility model；
In figure：1. back timber；2. bottom girder；3. planting soil；4. cast-in-place green concrete；5. Nutrition Soil；6. hole.
Specific embodiment
This utility model is described in further detail presently in connection with accompanying drawing.These accompanying drawings are simplified schematic diagram,
Basic structure of the present utility model is only illustrated in a schematic way, therefore which only shows the composition relevant with this utility model.
The preferred embodiment of the cast-in-place greening concrete protective slope structure of this utility model as illustrated in fig. 1 and 2, including back timber 1
And bottom girder 2, it has been respectively interposed reinforcing rod on back timber 1 and bottom girder 2, reinforcing rod more than one, which is in evenly distributed being separately fixed at
On back timber 1 and bottom girder 2, it is inclined to set between back timber 1 and bottom girder 2, between back timber 1 and bottom girder 2, is provided with planting soil 3, planting soil 3
On offer several planting grooves, between planting groove, spacing distance differs two-by-two, and 3 lower surface of planting soil is provided with cast-in-place green concrete
4, Nutrition Soil 5 is provided with cast-in-place green concrete 4, be coated with reinforcement on the outside of Nutrition Soil 5, cast-in-place green concrete 4 and planting soil 3
Net, reinforcing mat are provided with several strengthening nails, and strengthening nail is each passed through planting soil 3, cast-in-place green concrete 4 and Nutrition Soil 5 and arranges,
Several holes 6 are further opened with cast-in-place green concrete 4, hole 6 is evenly arranged on cast-in-place green concrete 4.
The thickness of the planting soil 3 is between four to five centimetres.Root system of plant will not be impacted, be conducive to plant
Growth.
6 porosity of described hole is between three ten five 20 five to percent percent.It is embodied as using effect more preferable.
Five centimetres of 6 a diameter of point two of described hole, depth are 0. 65 centimetres.Usability is increased, is more beneficial for
Construction.
4 thickness of cast-in-place green concrete is between five centimetres of 0. eight to one point.Meet design requirement, bear dynamics
It is bigger, with good to flood effect.
The cast-in-place green concrete 4 is at least 120 per 6 number of square meter hole.Design very rationally, can be more
The growth rate of good raising plant.
Cast-in-place greening concrete protective slope structure of the present utility model builds counterfort virescence by the way of in-situ casting, realizes
The hope of grass is planted on concrete revetment, the rigid revetment is ideally combined with environmental greening, with saving manpower thing
Power, the advantages of reduce that construction costs, counterfort virescence monolithic stability are good, anti-flood capacity is strong, beautify the environment, it is applied widely, reduce
The loss of water and soil, can preferably help plant growing.Reinforcing rod, reinforcing rod more than have been respectively interposed on back timber 1 and bottom girder 2
It is individual, its be in it is evenly distributed be separately fixed on back timber 1 and bottom girder 2, be inclined to set between back timber 1 and bottom girder 2, protective is strong,
Meet the normal discharge of current, it is to avoid produce hydrops problem, affect the stability of bank protection, and the specification of back timber 1 and bottom girder 2 can root
Factually border field demand carries out regioselective；Planting soil 3 is provided between back timber 1 and bottom girder 2, several kinds on planting soil 3, are offered
Groove is planted, spacing distance differs between planting groove two-by-two, can plant more plants, can be by different plants according to actual growth
Situation selects different position plantations；3 lower surface of planting soil is provided with cast-in-place green concrete 4, is conducive to the growth of plant, and greatly
Improve greatly the structural integrity of bank protection；Nutrition Soil 5, Nutrition Soil 5, cast-in-place green concrete 4 are provided with cast-in-place green concrete 4
And on the outside of planting soil 3, it is coated with reinforcing mat, reinforcing mat is provided with several strengthening nails, and strengthening nail is each passed through planting soil 3, cast-in-place green
Change concrete 4 and Nutrition Soil 5 is arranged, on cast-in-place green concrete 4, be further opened with several holes 6, hole 6 is evenly arranged in cast-in-place
On green concrete 4, with good steadiness, in cast-in-place green concrete 4, Nutrition Soil 5, Nutrition Soil 5, cast-in-place greening are provided with
Reinforcing mat is coated with the outside of concrete 4 and planting soil 3, reinforcing mat is provided with several strengthening nails, and strengthening nail is each passed through planting soil
3rd, cast-in-place green concrete 4 and Nutrition Soil 5 are arranged, and several holes 6 are further opened with cast-in-place green concrete 4, and hole 6 is uniform to be arranged
It is listed on cast-in-place green concrete 4, Nutrition Soil 5 is sprinkled in the cast-in-place green concrete 4 after maintenance, and is washed away with water, make battalion
Support soil 5 can preferably help root system of plant to absorb nutrition, carry significantly well into in the hole of cast-in-place green concrete 4
The high speed of growth of plant.
With it is above-mentioned according to desirable embodiment of the present utility model as enlightenment, by above-mentioned description, related work people
Member can carry out various change and modification completely in the range of without departing from this invention technological thought.This invention
Technical scope is not limited to the content in description, it is necessary to its technical scope is determined according to right.
Claims (6)
1. a kind of cast-in-place greening concrete protective slope structure, it is characterised in that：Including back timber and bottom girder, worn on back timber and bottom girder respectively
Be inserted with reinforcing rod, reinforcing rod more than one, its be in it is evenly distributed be separately fixed on back timber and bottom girder, between back timber and bottom girder be in
It is obliquely installed, between back timber and bottom girder, is provided with planting soil, on planting soil, offer several planting grooves, is spaced between planting groove two-by-two
Distance differs, and planting soil lower surface is provided with cast-in-place green concrete, is provided with Nutrition Soil in cast-in-place green concrete, Nutrition Soil, existing
Pour and on the outside of green concrete and planting soil, be coated with reinforcing mat, reinforcing mat is provided with several strengthening nails, strengthening nail is each passed through kind
Plant native, cast-in-place green concrete and Nutrition Soil is arranged, on cast-in-place green concrete, be further opened with several holes, hole is evenly distributed
On cast-in-place green concrete.
2. cast-in-place greening concrete protective slope structure according to claim 1, it is characterised in that：The thickness of the planting soil exists
Between four to five centimetres.
3. cast-in-place greening concrete protective slope structure according to claim 1, it is characterised in that：Described hole porosity is hundred
Between/bis- ten five to percent three ten five.
4. cast-in-place greening concrete protective slope structure according to claim 1, it is characterised in that：The a diameter of zero point of described hole
Two or five centimetres, depth be 0. 65 centimetres.
5. cast-in-place greening concrete protective slope structure according to claim 1, it is characterised in that：The cast-in-place green concrete
Thickness is between five centimetres of 0. eight to one point.
6. cast-in-place greening concrete protective slope structure according to claim 1, it is characterised in that：The cast-in-place green concrete
120 are at least per square meter numbers of hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621085759.5U CN206110145U (en) | 2016-09-28 | 2016-09-28 | Cast -in -place afforestation concrete slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621085759.5U CN206110145U (en) | 2016-09-28 | 2016-09-28 | Cast -in -place afforestation concrete slope protection structure |
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| Publication Number | Publication Date |
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| CN206110145U true CN206110145U (en) | 2017-04-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621085759.5U Active CN206110145U (en) | 2016-09-28 | 2016-09-28 | Cast -in -place afforestation concrete slope protection structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193644A (en) * | 2017-11-20 | 2018-06-22 | 广西恒晟水环境治理有限公司 | A kind of anti-current scour can plant raw stepped cast-in-place concrete ecological slope protection structure |
| CN108677870A (en) * | 2018-07-06 | 2018-10-19 | 上海朗天环境科技有限公司 | A kind of cast-in-place green concrete hard ecological revetment and its construction method |
| CN109496700A (en) * | 2018-09-27 | 2019-03-22 | 上海久鼎绿化混凝土有限公司 | A kind of cast-in-place green concrete rigidity revetment ecological reconstruction method |
| CN109588149A (en) * | 2018-10-16 | 2019-04-09 | 上海久鼎绿化混凝土有限公司 | A kind of wall greening concrete structure and its construction technology |
| CN112211159A (en) * | 2020-08-14 | 2021-01-12 | 中国电建集团贵阳勘测设计研究院有限公司 | Ecological revetment and ecological revetment combined system and construction method |
-
2016
- 2016-09-28 CN CN201621085759.5U patent/CN206110145U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193644A (en) * | 2017-11-20 | 2018-06-22 | 广西恒晟水环境治理有限公司 | A kind of anti-current scour can plant raw stepped cast-in-place concrete ecological slope protection structure |
| CN108677870A (en) * | 2018-07-06 | 2018-10-19 | 上海朗天环境科技有限公司 | A kind of cast-in-place green concrete hard ecological revetment and its construction method |
| CN109496700A (en) * | 2018-09-27 | 2019-03-22 | 上海久鼎绿化混凝土有限公司 | A kind of cast-in-place green concrete rigidity revetment ecological reconstruction method |
| CN109588149A (en) * | 2018-10-16 | 2019-04-09 | 上海久鼎绿化混凝土有限公司 | A kind of wall greening concrete structure and its construction technology |
| CN109588149B (en) * | 2018-10-16 | 2021-06-25 | 上海久鼎绿化混凝土有限公司 | Wall greening concrete structure and construction process thereof |
| CN112211159A (en) * | 2020-08-14 | 2021-01-12 | 中国电建集团贵阳勘测设计研究院有限公司 | Ecological revetment and ecological revetment combined system and construction method |
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