CN208803473U - A kind of protective slope structure on rock side slope - Google Patents

A kind of protective slope structure on rock side slope Download PDF

Info

Publication number
CN208803473U
CN208803473U CN201821436140.3U CN201821436140U CN208803473U CN 208803473 U CN208803473 U CN 208803473U CN 201821436140 U CN201821436140 U CN 201821436140U CN 208803473 U CN208803473 U CN 208803473U
Authority
CN
China
Prior art keywords
slope
tube body
layer
hole
side slope
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201821436140.3U
Other languages
Chinese (zh)
Inventor
黄劲
张国士
董德让
周应华
王钻
向浩东
姜如
谢永川
幸可薇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway Chengdu Planning And Design Institute Co ltd
Original Assignee
Survey and Design Institute Co Ltd of China Railway No 2 Engineering Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Survey and Design Institute Co Ltd of China Railway No 2 Engineering Group Co Ltd filed Critical Survey and Design Institute Co Ltd of China Railway No 2 Engineering Group Co Ltd
Priority to CN201821436140.3U priority Critical patent/CN208803473U/en
Application granted granted Critical
Publication of CN208803473U publication Critical patent/CN208803473U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses the protective slope structures on a kind of rock side slope, vegetable layer comprising slope of rock mass and thereon, the slope of rock mass is equipped with several holes, a tube body is equipped in each hole, several through-holes are equipped with close to the tube wall of the hole bottom end on each tube body, water conservation layer is equipped in the tube body, the diameter and length adaptation of each tube body correspond to the diameter and depth in the hole.Vegetation survival rate is effectively improved using this structure, reinforce the stability between shrub plant and ground, green plant slope protection system is formed, side slope surface layer is protected, reinforced, and the stability on side slope surface layer is effectively improved, reinforce surface layer ability to resist splash erosion, slope greening effect is improved, natural ecological environment is improved, reduces the difficulty of construction of plant shrub plant, later period manual watering's operation is avoided, the generation of natural disaster reduction is conducive to.

Description

A kind of protective slope structure on rock side slope
Technical field
Slope protection knot the utility model relates to technique of rock slope field, in particular on a kind of rock side slope Structure.
Background technique
The case where earth excavation can usually be faced in mountain road construction, hillside surface ecological vegetable is difficult in this case Exempt to be destroyed.It destroys later hillside surface soil and has lacked the protection of vegetation, if not being subject to maintenance processing, hillside The soil on surface/rock can rapid-weathering.In the season that rainwater arrives, these exposed hillside can large area generation soil stream It loses, or even causes the natural calamities such as mud-rock flow, threaten the road main body and traffic safety excavated under hillside.
Traditional side-slope greening and protection mode be usually vegetation is planted in side slope, with play conserve water and soil, stable side slope With the effect for improving environment, however since rock slope quality is hard, poor water retention property lacks the condition of plant growth, such as plants Shrub plant, difficulty of construction is big, complex procedures, needs regular man-made irrigation, and its root system cannot directly go deep into basement rock, Gu soil Indifferent, vegetation survival rate is low, and side slope ability to resist splash erosion is bad, and afforestation effect is undesirable, and it is exposed in turn result in side slope, Ecological environment is unbalance, or even brings secondary disaster.
Utility model content
The purpose of the utility model is to overcome rock slope surface in the prior art is hard, Bushes Roots are difficult to deep bundle, The above-mentioned deficiency such as cause soil and slope protection effect undesirable provides the protective slope structure on a kind of rock side slope.
To achieve the goals above, the utility model provides following technical scheme:
A kind of protective slope structure on rock side slope, vegetable layer comprising slope of rock mass and thereon are set on the slope of rock mass There are several holes, a tube body is equipped in each hole, on each tube body on the tube wall of the close hole bottom end Water conservation layer is equipped with equipped with several through-holes, in the tube body, the diameter and length adaptation of each tube body correspond to the hole Diameter and depth.
Using the protective slope structure on a kind of rock side slope described in the utility model, several are dug on slope of rock mass Hole, vegetable layer kind are implanted with shrub plant, and all holes and shrub plant interval are arranged, and one is equipped in each hole Tube body is equipped with several through-holes, i.e., the lower part of the described tube body close to the tube wall of the hole bottom end on each tube body Tube wall is equipped with several through-holes, water conservation layer is equipped in the tube body, conducive to the hydrotaxis of root system of plant, so that root system of plant court The pipe tumor growth, into the hole, the through-hole of the lower distribution of the tube body, be convenient for root system epitaxial growth, be conducive to Plant is anchored on slope of rock mass, improves vegetation survival rate, reinforces the stability between shrub plant and ground, forms green plant shield Slopes system, side slope surface layer are protected, are reinforced, and the stability on side slope surface layer is effectively improved, and reinforce the anti-rain drop erosion energy in surface layer Power improves slope greening effect, improves natural ecological environment, reduces the difficulty of construction of plant shrub plant, avoids the later period artificial Operation is poured, the generation of natural disaster reduction is conducive to.
Preferably, the tube body includes tube layer one and tube layer two, and the tube layer one is degradation material structure sheaf, the pipe Layer two is non-degradable material structure sheaf.
It is further preferred that the tube layer two is located at opening one end on the tube body close to the hole.
The tube layer one uses degradable material, also compound on the top of the tube layer one if poly-lactic acid material is formed One layer of tube layer two formed by non-degradable material such as uses pvc material, i.e., the described tube layer two is located at the opening in the hole, Opening size and stability is effectively ensured, so that root system of plant protrudes into, while reducing the pollution and destruction to environment.
Preferably, plant base is additionally provided in the tube body, the plant base includes clay, organic nutrient soil, soil Improved materials and chemical fertilizer, the soil improvement material include plant fiber and puff.
Using above-mentioned set-up mode, improve Soil nutritional condition, realize the edaphic condition at planting initial stage, is vegetation root System is grown into intrusive rock ground mass layer and provides necessary condition.
Preferably, the tube body is connected in the hole by anchoring piece.
Preferably, the water conservation layer includes non-woven fabrics and water-retaining agent.
Preferably, the diameter of each tube body is 1-2cm, and the length of each tube body is 30-100cm.
Preferably, all holes are uniformly distributed in quincunx.
It is further preferred that the distance between two neighboring described hole is 20-50cm.
Preferably, all holes are arranged along the vertical direction.
It using above-mentioned set-up mode, is grown along the vertical direction convenient for root system, increases slope vegetation protection solid-holding capacity, be convenient for simultaneously Construction.
In conclusion compared with prior art, the utility model has the beneficial effects that
1, using the protective slope structure on a kind of rock side slope described in the utility model, vegetation survival rate is effectively improved, is added Stability between strong shrub plant and ground, forms green plant slope protection system, side slope surface layer is protected, reinforced, effectively mentioned The stability on high slope surface layer reinforces surface layer ability to resist splash erosion, improves slope greening effect, improves natural ecological environment, The difficulty of construction for reducing plant shrub plant, avoids later period manual watering's operation, is conducive to the generation of natural disaster reduction.
2, using the protective slope structure on a kind of rock side slope described in the utility model, opening size and stabilization is effectively ensured Property, so that root system of plant protrudes into, while reducing the pollution and destruction to environment.
3, using the protective slope structure on a kind of rock side slope described in the utility model, improve Soil nutritional condition, realize The edaphic condition at planting initial stage is grown into intrusive rock ground mass layer for vegetation root system and provides necessary condition.
Detailed description of the invention:
Fig. 1 is the structural schematic diagram of the protective slope structure on a kind of rock side slope described in the utility model;
Fig. 2 is the structural schematic diagram of tube body.
Marked in the figure: 1- slope of rock mass, the hole 2-, 3- tube body, 31- tube layer one, 32- tube layer two, 4- through-hole.
Specific embodiment
With reference to the accompanying drawing and specific embodiment is described in further detail the utility model.But this should not be understood Embodiment below, all technologies realized based on the content of the present invention are only limitted to for the range of the above-mentioned theme of the utility model Belong to the scope of the utility model.
Embodiment 1
As shown in Figs. 1-2, the protective slope structure on a kind of rock side slope described in the utility model includes 1 He of slope of rock mass Vegetable layer thereon, the slope of rock mass 1 are equipped with several holes 2, it is preferred that all holes 2 are arranged along the vertical direction, often A tube body 3 is equipped in a hole 2, it is preferred that the tube body 3 is connected in the hole 2 by anchoring piece, the tube body 3 Comprising tube layer 1 and tube layer 2 32, the tube layer 1 is degradation material structure sheaf, and the tube layer 2 32 is non-degradable Material structure layer, the tube layer 1 uses degradable material, if poly-lactic acid material is formed, on the top of the tube layer 1 Also compound one layer of tube layer 2 32 formed by non-degradable material, such as uses pvc material, and two structure sheafs can be integrally formed It is reconnected after being separately formed, the tube layer 2 32 is located at opening one end on the tube body 3 close to the hole 2, has Effect guarantees opening size and stability, so that root system of plant protrudes into, while reducing the pollution and destruction to environment.Each pipe Several through-holes 4 are equipped with close to the 2 bottom end tube wall of hole on body 3, i.e., the lower part of the described tube body 3 is equipped with several through-holes 4, the tube body 3 is interior to be equipped with water conservation layer, and the water conservation layer includes non-woven fabrics and water-retaining agent, is additionally provided with plant base in the tube body 3 Layer, the plant base include clay, organic nutrient soil, soil improvement material and chemical fertilizer, and the soil improvement material includes planting Fibres and puff are effectively improved Soil nutritional condition, realize the edaphic condition at planting initial stage, gradually for vegetation root system It grows intrusive rock ground mass layer and necessary condition is provided.
The diameter of each tube body 3 is 1-2cm, and the length of each tube body 3 is 30-100cm, each hole 2 Diameter and the corresponding tube body 3 of depth adaptation diameter and length, all holes 2 are uniformly distributed in quincunx, preferably , the distance between two neighboring described hole 2 is 20-50cm, and the vegetable layer includes shrub plant and soil, all described Hole 2 and shrub plant interval are arranged.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model Protection scope within.

Claims (10)

1. the protective slope structure on a kind of rock side slope, which is characterized in that vegetable layer comprising slope of rock mass (1) and thereon, it is described Slope of rock mass (1) is equipped with several holes (2), is equipped with a tube body (3) in each hole (2), on each tube body (3) Several through-holes (4) are equipped with close to the tube wall of the hole (2) bottom end, water conservation layer, Mei Gesuo are equipped in the tube body (3) The diameter and length adaptation of stating tube body (3) correspond to the diameter and depth in the hole (2), and the vegetable layer includes shrub plant, All holes and shrub plant interval are arranged.
2. the protective slope structure on a kind of rock side slope according to claim 1, which is characterized in that the tube body (3) includes Tube layer one (31) and tube layer two (32), the tube layer one (31) are degradation material structure sheaf, and the tube layer two (32) is can not Degradable material structure sheaf.
3. the protective slope structure on a kind of rock side slope according to claim 2, which is characterized in that tube layer two (32) position In opening one end on the tube body (3) close to the hole (2).
4. the protective slope structure on a kind of rock side slope according to claim 1, which is characterized in that in the tube body (3) also Equipped with plant base, the plant base includes clay, organic nutrient soil, soil improvement material and chemical fertilizer, the soil improvement Material includes plant fiber and puff.
5. the protective slope structure on a kind of rock side slope according to claim 1 to 4, which is characterized in that the tube body (3) it is connected in the hole (2) by anchoring piece.
6. the protective slope structure on a kind of rock side slope according to claim 1 to 4, which is characterized in that the water conservation layer Include non-woven fabrics and water-retaining agent.
7. the protective slope structure on a kind of rock side slope according to claim 1 to 4, which is characterized in that each pipe The diameter of body (3) is 1-2cm, and the length of each tube body (3) is 30-100cm.
8. the protective slope structure on a kind of rock side slope according to claim 1 to 4, which is characterized in that all holes (2) it is uniformly distributed in quincunx.
9. the protective slope structure on a kind of rock side slope according to claim 8, which is characterized in that the two neighboring hole It the distance between (2) is 20-50cm.
10. the protective slope structure on a kind of rock side slope according to claim 1 to 4, which is characterized in that all described Hole (2) is arranged along the vertical direction.
CN201821436140.3U 2018-09-03 2018-09-03 A kind of protective slope structure on rock side slope Active CN208803473U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821436140.3U CN208803473U (en) 2018-09-03 2018-09-03 A kind of protective slope structure on rock side slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821436140.3U CN208803473U (en) 2018-09-03 2018-09-03 A kind of protective slope structure on rock side slope

Publications (1)

Publication Number Publication Date
CN208803473U true CN208803473U (en) 2019-04-30

Family

ID=66236852

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821436140.3U Active CN208803473U (en) 2018-09-03 2018-09-03 A kind of protective slope structure on rock side slope

Country Status (1)

Country Link
CN (1) CN208803473U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110226431A (en) * 2019-07-15 2019-09-13 大连地拓环境科技有限公司 A kind of planting technique structure and its construction method for high precipitous rock slope
CN113818454A (en) * 2021-08-31 2021-12-21 河海大学 Slope reinforcing device and method for inducing directional growth of plant root system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110226431A (en) * 2019-07-15 2019-09-13 大连地拓环境科技有限公司 A kind of planting technique structure and its construction method for high precipitous rock slope
CN113818454A (en) * 2021-08-31 2021-12-21 河海大学 Slope reinforcing device and method for inducing directional growth of plant root system

Similar Documents

Publication Publication Date Title
CN104131572B (en) A kind of method for administering red soil deep erosion hillside fields
CN106900342B (en) Integrated semi-lithologic high slope vegetation reconstruction protection method
CN101112157B (en) Method for greening high precipitous rock slope
CN104186137B (en) The cultivating green method of beach salt-soda soil, a kind of coastal waters tall grass
CN109392660B (en) Desert greening soil module and preparation and construction methods thereof
CN110485441A (en) It repairs with leaching net formula ecological slope protection structure and its construction method of sowing grass seeds by duster in mine
CN111011093A (en) High rainfall rapid and steep rocky slope greening method
CN110859066B (en) Desertification land vegetation recovery method
CN102090255B (en) Method for artificially inoculating cistanche deserticola
CN208803473U (en) A kind of protective slope structure on rock side slope
CN110506554A (en) A kind of Landscape Construction method
CN210946834U (en) Immersed net type ecological slope protection structure for mine restoration
CN112219589A (en) Method for recovering vegetation on high and steep fissure development slope in northwest arid region
CN106165567B (en) A kind of method of stony desertification soil plantation birchleaf pear subtree
CN111887067B (en) Method for ecological restoration of artificial vegetation on high and steep rock slope
CN111576453A (en) Slope anchor hanging net and exposed rock mass ecological restoration method using same
CN111733834A (en) Compound type greening device for repairing and greening damaged mountain
CN207812434U (en) A kind of Rocky Desertification Region stock growing system
CN103141323A (en) Season drought barren slope economic crop planting pit and planting method
CN102153403A (en) High-order pellet plant growth matrix
CN212506332U (en) Slope anchor hanging net structure
CN210900272U (en) Non-point source pollution prevention and control device based on ground ridge and hedge
CN110326479B (en) Method for cultivating trees and shrubs by improving sandy soil through matrix mud stirring pile method
CN210094189U (en) Big tree abrupt slope of oriental cherry structure of planting
CN203015553U (en) Wine grape planting pit on slope in drought seasons

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP01 Change in the name or title of a patent holder

Address after: 610000 No. 16 Tongjin Road, Jinniu District, Chengdu City, Sichuan Province

Patentee after: China Railway Chengdu Planning and Design Institute Co.,Ltd.

Address before: 610000 No. 16 Tongjin Road, Jinniu District, Chengdu City, Sichuan Province

Patentee before: CHINA RAILWAY ERJU GROUP CORPORATION SURVEY AND DESIGN INSTITUTE CO.,LTD.

CP01 Change in the name or title of a patent holder