CN204305674U - Anchor pole grid is utilized to carry out shale side slope plantation greening structure - Google Patents

Anchor pole grid is utilized to carry out shale side slope plantation greening structure Download PDF

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Publication number
CN204305674U
CN204305674U CN201420713788.6U CN201420713788U CN204305674U CN 204305674 U CN204305674 U CN 204305674U CN 201420713788 U CN201420713788 U CN 201420713788U CN 204305674 U CN204305674 U CN 204305674U
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China
Prior art keywords
grid
storage tank
aqua storage
anchor pole
shale
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Expired - Fee Related
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CN201420713788.6U
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Chinese (zh)
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陈洪凯
吴帆
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陈洪凯
吴帆
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Abstract

For solving that the cost that prior art shale side slope greening method exists is higher, vegetation vitality is strong and the problem such as vegetation water and nutrient undersupply, the utility model proposes one utilizes anchor pole grid to carry out shale side slope plantation greening structure, the grid beams after anchor pole grid consolidation process is utilized to build crisscross Grid for afforestation on domatic, perpendicular to the domatic aqua storage tank arranging more than a group in each Grid for afforestation, and be close to domatic side at aqua storage tank water seepage hole is set, filling superabsorbent in aqua storage tank; Planting groove is set often organizing aqua storage tank top, and in planting groove mulching plant soil.Advantageous Effects of the present utility model is the grid beams after making full use of anchor pole grid consolidation process, and Grid for afforestation Stability Analysis of Structures, speed of application is fast.Further, effectively ensure the supply of vegetation water and nutrient, improve plant survival rate, add slope stability.

Description

Anchor pole grid is utilized to carry out shale side slope plantation greening structure
Invention field
The utility model relates to shale side slope plantation greening technique, particularly relates to one and utilizes anchor pole grid to carry out shale side slope plantation greening structure.
Background technology
Along with the fast development of economic society and the quickening of capital construction speed; in the construction processes such as highway, railway, mine, water conservancy; much precipitous bare rock slope or soft side slope etc. are left in frequent meeting after engineering; the regeneration of exposed section vegetation and recovery is made to be subject to extreme influence; even cause serious water and soil loss, finally cause the highway after building up, railway, mine, water conservancy slope collapse.
At present, generally adopt anchor pole (or soil nailing) to add concrete net lattice beam both at home and abroad and consolidation process is carried out to shale side slope.Due to anchor pole grid support structure design flexibly, easy construction, aesthetic in appearance, cost is lower, be widely applied in shale side slope reinforcing engineering.But in engineering construction and anchor pole grid consolidation process process, the vegetation of shale side slope is damaged, and water and soil easily runs off, and brings insoluble greening side slope problem.Usually, the rock of the shale side slope after anchor pole grid consolidation process is completely exposed, moisture and nutrient condition poor, plant be difficult to growth.And vegetation deterioration directly causes its water and soil loss, shale weathering, finally causes the highway after building up, railway, mine, water conservancy slope collapse.
The greening method that shale side slope both domestic and external is conventional has the method such as alien earth sparging method, tape planting (basin, bag) method, three-dimensional grid method, concrete frame lattice beam method, thick layer base material spraying greening vegetation, plant cover concrete greening, fish scale pit excavation technology, planting groove technique, vine greening.But it is higher that these method great majority all face cost, the fixing difficulty of base material, vegetation vitality is not strong, growth difficulty, and the problems such as vegetation moisture, nutrient supply are not enough, make greening degree be difficult to reach desirable effect, let alone ecological recovery.Obviously, prior art shale side slope greening method also exist that cost is higher, the problem such as the strong and vegetation water and nutrient undersupply of vegetation vitality.
Summary of the invention
For solving that the cost that prior art shale side slope greening method exists is higher, vegetation vitality is strong and the problem such as vegetation water and nutrient undersupply, the utility model proposes one and utilizing anchor pole grid to carry out shale side slope plantation greening structure.The utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure, the grid beams after anchor pole grid consolidation process is utilized to build crisscross Grid for afforestation on domatic, perpendicular to the domatic aqua storage tank arranging more than a group in each Grid for afforestation, and be close to domatic side at aqua storage tank water seepage hole is set, filling superabsorbent in aqua storage tank; Planting groove is set often organizing aqua storage tank top, and in planting groove mulching plant soil.
Further, it is concrete cast in situs that the utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure aqua storage tank, or adopts precast slab construction on site; Aqua storage tank internal layer carries out Anti-seeping technology.
Further, it is concrete cast in situs that the utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure planting groove, or adopts precast slab construction on site.
Further, the degree of depth that the utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure aqua storage tank is not less than 300mm, and water seepage hole diameter is 10mm ~ 15mm, and water seepage hole is not less than 100m from the distance of aqua storage tank upper surface.
Further, the utility model utilize anchor pole grid to carry out aqua storage tank quantity that shale side slope plantation greening structure often organizes aqua storage tank is more than three or three and arranged side by side.
Further, the planting soil upper surface that the utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure is coated with plastic film.
Further, the superabsorbent that the utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure is macromolecule resin, polyacrylic acid sylvite or Sodium Polyacrylate salt material.
Further, the mixture that the planting soil that the utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure is soil, fertilizer and water-loss reducer mix in the ratio of 10:1:1.
The Advantageous Effects that the utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure is the grid beams after making full use of anchor pole grid consolidation process, and Grid for afforestation Stability Analysis of Structures, speed of application is fast.Further, effectively ensure the supply of vegetation water and nutrient, improve plant survival rate, add slope stability.
Accompanying drawing explanation
Accompanying drawing 1 is that the utility model utilizes anchor pole grid to carry out the schematic diagram of shale side slope plantation greening structure.
Utilize anchor pole grid to carry out shale side slope plantation greening structure below in conjunction with drawings and the specific embodiments to the utility model to be further described.
Embodiment
Accompanying drawing 1 is that the utility model utilizes anchor pole grid to carry out the schematic diagram of shale side slope plantation greening structure, in figure, 1 is side slope, 2 is anchoring net beam, 3 is anchor pole, 4 is planting groove, 5 is water seepage hole, 6 is aqua storage tank, 7 is planting soil, 8 is plant, as seen from the figure, the utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure, the grid beams after anchor pole grid consolidation process is utilized to build crisscross Grid for afforestation on domatic, perpendicular to the domatic aqua storage tank arranging more than a group in each Grid for afforestation, and be close to domatic side at aqua storage tank water seepage hole is set, filling superabsorbent in aqua storage tank, planting groove is set often organizing aqua storage tank top, and in planting groove mulching plant soil.The utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure, the grid beams after anchor pole grid consolidation process is utilized to build crisscross Grid for afforestation on domatic, one side further enhances the stability of shale side slope, on the other hand for Grid for afforestation provides stable structure, reduce difficulty of construction, speed of application is fast.According to field condition, can select to adopt concrete cast in situs aqua storage tank, or adopt precast slab to build aqua storage tank at the scene, and, Anti-seeping technology is carried out to aqua storage tank internal layer.For ensureing the water storage Water-saving effect of aqua storage tank, the degree of depth of aqua storage tank is not less than 300mm, and water seepage hole diameter is 10mm ~ 15mm, and water seepage hole is not less than 100m from the distance of aqua storage tank upper surface.For convenience of construction with improve water storage Water-saving effect, the aqua storage tank quantity often organizing aqua storage tank is more than three or three and arranged side by side.After aqua storage tank is provided with, can fill high water absorbing and retaining performances in aqua storage tank, described superabsorbent is macromolecule resin, polyacrylic acid sylvite or Sodium Polyacrylate salt material.Often organize aqua storage tank top planting groove is set and in planting groove mulching plant soil, wherein, described planting groove can be concrete cast in situs, or employing precast slab construction on site.Described planting soil is the mixture that soil, fertilizer and water-loss reducer mix in the ratio of 10:1:1.Then, planting plants in planting soil.For increasing Water-saving effect further, can at planting soil upper surface covered with plastic film.Adopt the utility model to utilize anchor pole grid to carry out shale side slope plantation greening structure and faster can set up Grid for afforestation, and ensure its stability.Planting groove can be put aside natural precipitation, improves and utilizes water resource utilization efficiency.Aqua storage tank can fully be collected, the moisture utilized in soil or rock fracture, passes to planting soil by superabsorbent, due to the good water-retaining property of superabsorbent, can reduce the loss of moisture; In addition along with root system of plant ramp, and go deep in the gap of water seepage hole or rock gradually, play anchorage effect, increase slope stability.
Obviously.The Advantageous Effects that the utility model utilizes anchor pole grid to carry out shale side slope plantation greening structure is the grid beams after making full use of anchor pole grid consolidation process, and Grid for afforestation Stability Analysis of Structures, speed of application is fast.Further, effectively ensure the supply of vegetation water and nutrient, improve plant survival rate, add slope stability.

Claims (7)

1. one kind utilizes anchor pole grid to carry out shale side slope plantation greening structure, it is characterized in that, the grid beams after anchor pole grid consolidation process is utilized to build crisscross Grid for afforestation on domatic, perpendicular to the domatic aqua storage tank arranging more than a group in each Grid for afforestation, and be close to domatic side at aqua storage tank water seepage hole is set, filling superabsorbent in aqua storage tank; Planting groove is set often organizing aqua storage tank top, and in planting groove mulching plant soil.
2. utilize anchor pole grid to carry out shale side slope plantation greening structure according to claim 1, it is characterized in that, aqua storage tank is concrete cast in situs, or adopts precast slab construction on site; Aqua storage tank internal layer carries out Anti-seeping technology.
3. utilize anchor pole grid to carry out shale side slope plantation greening structure according to claim 1, it is characterized in that, planting groove is concrete cast in situs, or adopts precast slab construction on site.
4. according to claim 1 or 2, utilize anchor pole grid to carry out shale side slope plantation greening structure, it is characterized in that, the degree of depth of aqua storage tank is not less than 300mm, and water seepage hole diameter is 10mm ~ 15mm, and water seepage hole is not less than 100m from the distance of aqua storage tank upper surface.
5. according to claim 1,2 or 3, utilize anchor pole grid to carry out shale side slope plantation greening structure, it is characterized in that, the aqua storage tank quantity often organizing aqua storage tank is more than three or three and arranged side by side.
6. utilize anchor pole grid to carry out shale side slope plantation greening structure according to claim 1, it is characterized in that, planting soil upper surface is coated with plastic film.
7. utilize anchor pole grid to carry out shale side slope plantation greening structure according to claim 1, it is characterized in that, superabsorbent is macromolecule resin, polyacrylic acid sylvite or Sodium Polyacrylate salt material.
CN201420713788.6U 2014-11-25 2014-11-25 Anchor pole grid is utilized to carry out shale side slope plantation greening structure Expired - Fee Related CN204305674U (en)

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Application Number Priority Date Filing Date Title
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105123314A (en) * 2015-07-20 2015-12-09 陈洪凯 Device for planting arbors in rocky desertification regions and preparation and planting method thereof
CN106508368A (en) * 2016-11-03 2017-03-22 侯甲 Greening method based on cement slope surface
CN106930298A (en) * 2017-01-12 2017-07-07 中交公局第五工程有限公司 A kind of Anchored frame beam grass planting construction technology for protection
CN108432495A (en) * 2018-03-05 2018-08-24 科利尔环保科技有限责任公司 A kind of rock slope greening construction method
CN108575649A (en) * 2018-03-21 2018-09-28 合肥雪立歆农业科技有限公司 A method of planting heartsease on slope of rock mass
CN111042159A (en) * 2019-12-20 2020-04-21 江苏省东台中等专业学校 Mounting method of slope vegetation attachment device
CN111851532A (en) * 2020-07-20 2020-10-30 河南城建学院 Improved expansive soil high and steep slope structure
CN112240026A (en) * 2020-09-29 2021-01-19 重庆地质矿产研究院 Shale gas development slope ecological restoration structure and construction method thereof

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105123314A (en) * 2015-07-20 2015-12-09 陈洪凯 Device for planting arbors in rocky desertification regions and preparation and planting method thereof
CN106508368A (en) * 2016-11-03 2017-03-22 侯甲 Greening method based on cement slope surface
CN106930298A (en) * 2017-01-12 2017-07-07 中交公局第五工程有限公司 A kind of Anchored frame beam grass planting construction technology for protection
CN108432495A (en) * 2018-03-05 2018-08-24 科利尔环保科技有限责任公司 A kind of rock slope greening construction method
CN108432495B (en) * 2018-03-05 2019-11-29 诸暨市烈火工业设计工作室 A kind of rock slope greening construction method
CN108575649A (en) * 2018-03-21 2018-09-28 合肥雪立歆农业科技有限公司 A method of planting heartsease on slope of rock mass
CN111042159A (en) * 2019-12-20 2020-04-21 江苏省东台中等专业学校 Mounting method of slope vegetation attachment device
CN111851532A (en) * 2020-07-20 2020-10-30 河南城建学院 Improved expansive soil high and steep slope structure
CN112240026A (en) * 2020-09-29 2021-01-19 重庆地质矿产研究院 Shale gas development slope ecological restoration structure and construction method thereof

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150506

Termination date: 20151125