CN204443227U - Utilize rock fracture plant growth structure - Google Patents
Utilize rock fracture plant growth structure Download PDFInfo
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- CN204443227U CN204443227U CN201520068025.5U CN201520068025U CN204443227U CN 204443227 U CN204443227 U CN 204443227U CN 201520068025 U CN201520068025 U CN 201520068025U CN 204443227 U CN204443227 U CN 204443227U
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Abstract
The utility model discloses one and utilize rock fracture plant growth structure, be made up of rock fracture and planting soil.Select suitable rock fracture as plantation seam, with concrete in rock fracture, be divided into one by one " U " shape plantation seam, Slit bottom also needs to carry out Concrete Filled; Plantation seam surface carries out smearing impervious material, is conducive to the storage of water and nutrient; In both sides, crack, beat water seepage hole with drill bit, through plantation seam, inserts seepage material in water seepage hole; Sowing in plantation seam, mulching plant soil, soil layer upper surface protective mulch.The utility model utilizes a large amount of rock fractures of Rocky Desertification Region self-assembling formation, can fixing soil through building, after the artificial treatment such as antiseepage, reduces water and soil loss, for growing of plant provides good environment, simple and practical, with strong points, be particularly suitable for Rocky Desertification Region.
Description
Technical field
The utility model belongs to Rocky Desertification Control field, particularly relates to one and utilizes rock fracture plant growth structure.
Background technology
Rock fracture refers to the solid rock (sedimentary rock, magmatic rock and metamorphic rock) of consolidation failure by rupture and the space produced under various effect of stress.Due to crack separately after two blocks of rocks suffered by stress azimuth there is difference, after Stress Release terminates, fracture surface corresponding on two blocks of rocks may produce the changing of the relative positions more or less, can't be completely closed, is formed and has certain interval and flow conductivity fissure channel.
Sedimental primary porosity, is sewed with significant impact to diagenesis, often has intensive diagenesis seam crevice water, be present in the underground water in rock fracture in fine and close limestone and dolomite.The water storage character of rock is main relevant with hole, and transmissibility is main relevant with crack.Underground water major storage is in hole, and the motion of water is mainly carried out in crack.
Stony desertification is the abbreviation of " land desertification ", refer under Vulnerable kast ecologicalenvironmenin, cause people ground particularly thorny due to the irrational socio-economic activity of the mankind, vegetation deterioration, water and soil loss, land capability decline or lose, earth's surface presents the rock of similar desertscape evolution process exposed gradually.
The rock of Rocky Desertification Region often has intensive crack, and the motion of a large amount of moisture is mainly carried out in rock fracture, and rock fracture meets the moisture condition of plant growth.And we often can see that a lot of plant is under the condition that growing environment is severe, still vigorously grow in rock fracture.
Summary of the invention
For the problem in background technology, the utility model proposes one and utilize rock fracture plant growth structure, it utilizes a large amount of rock fractures of Rocky Desertification Region self-assembling formation, as planting groove after project treatment, preserve moisture and fertility is effective, inside planting plants, and plant survival rate is high.
The technical solution adopted in the utility model is: first, is intending the area of carrying out Rocky Desertification Control according to features of terrain, selects suitable rock fracture as plantation seam; Then, after the sandstone in lashing crack, earth, with concrete in rock fracture, be divided into one by one " U " shape plantation seam, Slit bottom also needs to carry out Concrete Filled; Plantation seam surface carries out smearing impervious material, is conducive to the storage of water and nutrient; In both sides, crack, beat water seepage hole with drill bit, aperture 1 ~ 2cm, through plantation seam, inserts seepage material in water seepage hole, inserting yarn fabric or plant defoliation etc. apart from 1 ~ 2cm place, surface, avoids seepage material directly to contact with the external world; Finally, sowing in plantation seam, mulching plant soil, soil layer upper surface protective mulch, reduces evaporation and rainwater the washing away soil of soil moisture, strengthens the retaining water retention capacity of soil, improve plant survival rate.
Described rock fracture, fracture width is not less than 5cm, and the degree of depth is not less than 30cm; With concrete in crack, be divided into one by one " U " shape plantation seam, Slit bottom also needs to carry out Concrete Filled, carries out on the surface smearing impervious material.
Described planting soil, after the fermentations such as poultry manure, stalk or fallen leaves, the Nutrition Soil mixed in the ratio of 3:6:1:1 with soil, fertilizer, water-loss reducer, meets the demand of plant to nutrient and water nutrient.
Described seepage material, is made up of macromolecule resin, polyacrylic acid sylvite or the contour water-absorbing-retaining material of Sodium Polyacrylate salt material, has absorbent function repeatedly, commercially available prod.
Described protective layer, is made by the biomaterial such as stalk, hay, and thickness is 1 ~ 2cm, is pollution-free cladding material, except effectively suppressing evaporation and preventing rain drop erosion, can also be utilized by soil microbial degradation.
The beneficial effects of the utility model are: according to a large amount of rock fractures of Rocky Desertification Region self-assembling formation, stitch as the plantation of plant through building, after the artificial treatment such as antiseepage, simple and practical, with low cost, with strong points, are particularly suitable for Rocky Desertification Region; The basic reason that stony desertification is difficult to administer just is the scarcity of water resource, adopts the rock fracture through Anti-seeping technology, the effective storing natural rainfall moisture of energy, and the vegetation growth for the later stage provides necessary precondition; Adopt water seepage hole, natural rainfall can be transported to plant root, the water retention property that simultaneously superabsorbent is good, can prevent the loss of moisture, allows moisture " only import but no export ", meets plant moisture demand; Because Rocky Desertification Region rock fracture has a large amount of pore waters, can fixing soil with the plantation seam after artificial treatment, reduce water and soil loss, for growing of plant provides good environment.
Accompanying drawing explanation
Fig. 1 is the utility model cross section structure schematic diagram;
Fig. 2 is the utility model vertical section structure schematic diagram;
Fig. 3 is the utility model horizontal layout schematic diagram;
In figure: 1-rock fracture; 2-concrete; 3-water seepage hole; 4-planting soil; 5-seepage material; 6-protective layer; 7-plant.
Embodiment
Below in conjunction with accompanying drawing, embodiment of the present utility model is described in further detail.
Embodiment one: see Fig. 1-Fig. 3, one utilizes rock fracture plant growth structure, is made up of rock fracture (1) and planting soil (4).First, intend the area of carrying out Rocky Desertification Control according to features of terrain, select suitable rock fracture (1) as plantation seam; Then, after the sandstone in lashing crack, earth, with concrete in rock fracture, be divided into one by one " U " shape plantation seam, Slit bottom also needs to carry out Concrete Filled; Plantation seam surface carries out smearing impervious material, is conducive to the storage of water and nutrient; In both sides, crack, beat water seepage hole (3), aperture 1 ~ 2cm with drill bit, through plantation seam, inserts seepage material (5) in water seepage hole, inserting yarn fabric or plant defoliation etc. apart from 1 ~ 2cm place, surface, avoid seepage material directly to contact with the external world; Finally, sowing in plantation seam, mulching plant soil, soil layer upper surface protective mulch (6), reduces evaporation and rainwater the washing away soil of soil moisture, strengthens the retaining water retention capacity of soil, improve plant survival rate.
Claims (3)
1. utilize a rock fracture plant growth structure, it is characterized in that: stitch as plantation according to the rock fracture that landform feature selecting is suitable; Rock fracture inside concrete, be divided into one by one " U " shape plantation seam, Slit bottom also needs Concrete Filled, smears impervious material on the surface; Both sides, crack drill bit beats water seepage hole, aperture 1 ~ 2cm, through plantation seam; Seepage material is filled in water seepage hole inside, is inserting yarn fabric or plant defoliation apart from 1 ~ 2cm place, surface; Planting soil is inserted, soil layer surface coverage protective layer in plantation seam.
2. one according to claim 1 utilizes rock fracture plant growth structure, it is characterized in that: described rock fracture, and fracture width is not less than 5cm, and the degree of depth is not less than 30cm, Slit bottom fill concrete, carries out on the surface smearing impervious material.
3. one according to claim 1 utilizes rock fracture plant growth structure, it is characterized in that: described protective layer, is made by stalk, hay biomaterial, and thickness is 1 ~ 2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520068025.5U CN204443227U (en) | 2015-02-01 | 2015-02-01 | Utilize rock fracture plant growth structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520068025.5U CN204443227U (en) | 2015-02-01 | 2015-02-01 | Utilize rock fracture plant growth structure |
Publications (1)
| Publication Number | Publication Date |
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| CN204443227U true CN204443227U (en) | 2015-07-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201520068025.5U Expired - Fee Related CN204443227U (en) | 2015-02-01 | 2015-02-01 | Utilize rock fracture plant growth structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106770974A (en) * | 2017-01-18 | 2017-05-31 | 中国矿业大学(北京) | It is a kind of to obtain the method that ground fissure influences on phytomass |
| CN107957390A (en) * | 2017-12-07 | 2018-04-24 | 北京林业大学 | A kind of analogue measurement agricultural land soil surface crack influences preferentially to flow into the method oozed |
| CN109258334A (en) * | 2018-11-21 | 2019-01-25 | 兰坪县建浩农业科技发展有限责任公司 | A kind of prickly-pear cactus implantation methods in rock crevice |
| CN110972820A (en) * | 2019-12-17 | 2020-04-10 | 云南农业大学 | Method for guiding rocky slope protection plants to root into rocks |
| CN115119655A (en) * | 2021-03-25 | 2022-09-30 | 神华神东煤炭集团有限责任公司 | Device and method for repairing cracks in mining disturbance area of underground mine |
| CN115413558A (en) * | 2022-08-01 | 2022-12-02 | 甘肃省建材科研设计院有限责任公司 | Prevent wind and fix sand planting concrete structure |
-
2015
- 2015-02-01 CN CN201520068025.5U patent/CN204443227U/en not_active Expired - Fee Related
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106770974A (en) * | 2017-01-18 | 2017-05-31 | 中国矿业大学(北京) | It is a kind of to obtain the method that ground fissure influences on phytomass |
| CN106770974B (en) * | 2017-01-18 | 2023-04-14 | 中国矿业大学(北京) | Method for acquiring influence of ground fissure on plant biomass |
| CN107957390A (en) * | 2017-12-07 | 2018-04-24 | 北京林业大学 | A kind of analogue measurement agricultural land soil surface crack influences preferentially to flow into the method oozed |
| CN107957390B (en) * | 2017-12-07 | 2020-05-22 | 北京林业大学 | Method for simulating and measuring influence of farmland soil surface cracks on preferential inflow infiltration |
| CN109258334A (en) * | 2018-11-21 | 2019-01-25 | 兰坪县建浩农业科技发展有限责任公司 | A kind of prickly-pear cactus implantation methods in rock crevice |
| CN110972820A (en) * | 2019-12-17 | 2020-04-10 | 云南农业大学 | Method for guiding rocky slope protection plants to root into rocks |
| CN110972820B (en) * | 2019-12-17 | 2021-09-07 | 云南农业大学 | Method for guiding rocky slope protection plants to root into rocks |
| CN115119655A (en) * | 2021-03-25 | 2022-09-30 | 神华神东煤炭集团有限责任公司 | Device and method for repairing cracks in mining disturbance area of underground mine |
| CN115119655B (en) * | 2021-03-25 | 2024-02-02 | 神华神东煤炭集团有限责任公司 | Device and method for repairing cracks in disturbance zone of mining and mining |
| CN115413558A (en) * | 2022-08-01 | 2022-12-02 | 甘肃省建材科研设计院有限责任公司 | Prevent wind and fix sand planting concrete structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150708 Termination date: 20160201 |
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| CF01 | Termination of patent right due to non-payment of annual fee |