CN105200999A - Slope protective net with composite multilayer structure - Google Patents

Slope protective net with composite multilayer structure Download PDF

Info

Publication number
CN105200999A
CN105200999A CN201510682852.8A CN201510682852A CN105200999A CN 105200999 A CN105200999 A CN 105200999A CN 201510682852 A CN201510682852 A CN 201510682852A CN 105200999 A CN105200999 A CN 105200999A
Authority
CN
China
Prior art keywords
layer
wire ropes
flexible wire
grid
oblique
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.)
Granted
Application number
CN201510682852.8A
Other languages
Chinese (zh)
Other versions
CN105200999B (en
Inventor
张荣斌
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.)
Dong Jing
Huang Qiang
Jiang Xuezhen
Li Ming
Lu Pengsheng
Sun Xindi
Xu Yuehui
Yang Yongzhen
Zhang Xiaorong
Zhou Libo
Zhu Yonghong
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201510682852.8A priority Critical patent/CN105200999B/en
Priority to CN201610639924.5A priority patent/CN106284377B/en
Publication of CN105200999A publication Critical patent/CN105200999A/en
Application granted granted Critical
Publication of CN105200999B publication Critical patent/CN105200999B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L23/00Compositions of homopolymers or copolymers of unsaturated aliphatic hydrocarbons having only one carbon-to-carbon double bond; Compositions of derivatives of such polymers
    • C08L23/02Compositions of homopolymers or copolymers of unsaturated aliphatic hydrocarbons having only one carbon-to-carbon double bond; Compositions of derivatives of such polymers not modified by chemical after-treatment
    • C08L23/04Homopolymers or copolymers of ethene
    • C08L23/08Copolymers of ethene
    • C08L23/0846Copolymers of ethene with unsaturated hydrocarbons containing other atoms than carbon or hydrogen atoms
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L3/00Compositions of starch, amylose or amylopectin or of their derivatives or degradation products
    • C08L3/02Starch; Degradation products thereof, e.g. dextrin
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • E02D17/202Securing of slopes or inclines with flexible securing means
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2201/00Properties
    • C08L2201/06Biodegradable
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00Polymer mixtures characterised by other features
    • C08L2205/03Polymer mixtures characterised by other features containing three or more polymers in a blend
    • C08L2205/035Polymer mixtures characterised by other features containing three or more polymers in a blend containing four or more polymers in a blend
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2205/00Polymer mixtures characterised by other features
    • C08L2205/14Polymer mixtures characterised by other features containing polymeric additives characterised by shape
    • C08L2205/16Fibres; Fibrils
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Chemical & Material Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Revetment (AREA)
  • Biological Depolymerization Polymers (AREA)
  • Woven Fabrics (AREA)

Abstract

The invention discloses a slope protective net with a composite multilayer structure, and belongs to the field of protective nets. The slope protective net with the composite multilayer structure provided by the invention comprises a degradation layer I, wherein the surface of the degradation layer is sequentially covered by a soil layer, a degradation layer II, a left oblique layer, a right oblique layer and a circular net layer; the degradation layer I is 3.5 cm in thickness; the soil layer is 12 cm in thickness; the degradation layer II is 2 cm in thickness; the left oblique layer, the right oblique layer and the circular net layer are 0.5 cm in thickness. The slope protective net with the composite multilayer structure provided by the invention has the following characteristics: influence on the surrounding mountain environment is avoided; the protective net is settleable; the structure is diversified, and vegetation is guaranteed to fully grow while soil and stones are effectively prevented from dropping, so that the phenomena of landslide and water and soil loss are radically prevented.

Description

A kind of composite layered structure side slope protective screen
Technical field
The present invention relates to a kind of side slope protective screen, particularly a kind of composite layered structure side slope protective screen.
Background technology
The mankind are to the exploitation behavior of the resources such as ore, coal, oil, water, constructional materials and when carrying out the engineering constructions such as railway, highway, water conservancy, mine, tunnel, building, to construction behaviors such as the excavation landfills of ground, create a large amount of exposed anxious precipitous rock slopes, result in original environment and ecosystem serious unbalance.Further, these activities of the mankind usually cause some geological disaster, as: surface settlement, landslide, avalanche, soil erosion etc.Therefore, side slope protective screen is adopted effectively can to avoid the generation of the phenomenons such as landslide, avalanche and soil erosion.
But the side slope protective screen of prior art usually adopts flexible wire ropes to weave and forms, long term exposure in atmosphere, after exposing to the weather and drenching with rain, wire rope be there will be the phenomenons such as fracture by corrosion, and the soil environment of metal object sedimentation to massif has tremendous influence, massif soil self is also difficult to grow vegetation again, and this kind of method is effected a permanent cure and do not taken stopgap measures; Adopt if simple and can make protective screening by settled material, if if although the gap of netting can prevent the native stone of bulk from dropping comparatively greatly, the native stone of smaller piece cannot be prevented, effectively can prevent native stone from dropping if the gap of netting is less, but cannot ensure that vegetation has sufficient space to grow.
Summary of the invention
Goal of the invention of the present invention is: for above-mentioned Problems existing, there is provided one can not impact around massif environment, can sedimentation, structural diversification simultaneously, while effectively preventing native stone from dropping, ensure that vegetation fully grows, thus fundamentally prevent and treat the composite layered structure side slope protective screen of landslide, soil erosion phenomenon.
The technical solution used in the present invention is as follows:
A kind of composite layered structure side slope protective screen of the present invention, comprise degraded layer one, described degraded layer surface is coated with soil horizon in turn, degraded layer two, left tiltedly layer, right tiltedly layer and cylinder layer, the thickness of described degraded layer one is 3.5cm, and described edaphic thickness is 12cm, and the thickness of described degraded layer two is 2cm, the oblique layer in a described left side, the thickness of right tiltedly layer and cylinder layer is 0.5cm
Owing to have employed technique scheme, composite layered structure side slope protective screen is arranged on massif, degraded layer one can fully be degraded, soil horizon can provide natural environment for vegetation growth, and degraded layer two can ensure to ensure that soil horizon structure is not destroyed before the plant in soil horizon fully grows, left tiltedly layer, right tiltedly layer and cylinder layer are that traditional protective screening multilayer combines, adopt difform protective screening superimposed, reduce cancellated hole, can effectively prevent dropping of native stone; Simultaneously according to edaphic vegetation growth situation, successively get rid of cylinder layer, right tiltedly layer and the oblique layer in a left side, the grid gap of increase protective screening gradually, the growth for vegetation provides sufficient space, avoids grid to stop the growth of vegetation.When vegetation Landfill covering lives whole massif, the traditional defense net of upper part is got rid of, and the biodegradable layer of lower part completes degraded simultaneously, only leaves soil and vegetation, thus fundamentally prevents and treats landslide, soil erosion phenomenon.
The thickness of each layer be through experiment test be the most rational numerical value; the thickness of described degraded layer one is 3.5cm; described edaphic thickness is 12cm; the thickness of described degraded layer two is 2cm; can ensure that degraded layer one is degradable when vegetation grows completely; degraded layer is non-degradable complete when vegetation growth is incomplete, for soil horizon provides protection.
A kind of composite layered structure side slope protective screen of the present invention, described degraded layer one is made up of starch plastic, and described degraded layer two is made up of synthesis type degradative plastics.
Owing to have employed technique scheme, starch plastic can supply nutrients for the growth of vegetation while degraded, and synthesis type degradative plastics degradation speed is slow a little, ensures that can continue as soil horizon before vegetation growth is complete provides protection.
A kind of composite layered structure side slope protective screen of the present invention, described degraded layer one comprises the thermoplastic starch of 83%, the rice-straw fibre of 11%, the bacillus megaterium of 1.2%, the silane coupler of 2.6%, the water-soluble vitamins polysaccharide of 0.7%, the polyvinyl alcohol of 1.5%; Described degraded layer two comprises polyethylene and the vinyl ketone copolymer of 89%, the Scott sensitising agent of 2%, the silane coupler of 2.6%, the lignosulfonates of 3.3%, the biodegradation agent of 1.1%, the urea of 1%.
A kind of composite layered structure side slope protective screen of the present invention, the oblique layer in a described left side reticulates structure, is woven form by some flexible wire ropes; The oblique layer in a described left side comprises the square frame that four flexible wire ropes a are woven into, and described frame is gone out n+1 horizontal cross grid by n bar flexible wire ropes b even partition, and the gap between described horizontal cross grid is 4cm; The oblique layer in a described left side comprises the flexible wire ropes c of m bar vertically oblique lower left setting, described flexible wire ropes c and vertical direction form the angle of 30 °, square frame is separated out the grid of the individual vertically oblique lower left of m+1 by described flexible wire ropes c, and the gap between the grid of described vertically oblique lower left is 4cm.
Owing to have employed technique scheme, left tiltedly layer protective screening forms the water chestnut lattice be tilted to the left, and when only remaining last one deck protective screening, the gap between grid is larger.
A kind of composite layered structure side slope protective screen of the present invention, is filled with polypropylene fibre between the grid of the oblique layer in a described left side.
Owing to have employed technique scheme, polypropylene fibre has good gas permeability, respiration that can be required during guarantee vegetation growth while increasing protective screening toughness.
A kind of composite layered structure side slope protective screen of the present invention, the oblique layer in the described right side reticulates structure, is woven form by some flexible wire ropes; The oblique layer in the described right side comprises the square frame that four flexible wire ropes d are woven into, and described frame is gone out n+1 horizontal cross grid by n bar flexible wire ropes e even partition, and the gap between described horizontal cross grid is 4.3cm; The oblique layer in the described right side comprises the flexible wire ropes f of m bar vertically oblique lower right setting, described flexible wire ropes f and vertical direction form the angle of 30 °, square frame is separated out the grid of the individual vertically oblique lower left of m+1 by described flexible wire ropes f, and the gap between the grid of described vertically oblique lower left is 4cm.
Owing to have employed technique scheme, right tiltedly layer protective screening forms the water chestnut lattice be tilted to the right, and time overlapping with a left side oblique layer protective screening, forms less triangular mesh.
A kind of composite layered structure side slope protective screen of the present invention, is filled with polypropylene fibre between the grid of the oblique layer in the described right side.
Owing to have employed technique scheme, polypropylene fibre has good gas permeability, respiration that can be required during guarantee vegetation growth while increasing protective screening toughness.
A kind of composite layered structure side slope protective screen of the present invention, described cylinder layer reticulates structure, is woven form by some flexible wire ropes; Described cylinder layer comprises the square frame that four flexible wire ropes g are woven into, and described frame is gone out n+1 horizontal cross grid by n bar flexible wire ropes h even partition, and the gap between described horizontal cross grid is 4cm; Described square frame is gone out m+1 the vertical grid of level by m bar flexible wire ropes i even partition, and the gap between the vertical grid of described level is 4cm; The intersection point of horizontal cross grid described in each and the vertical grid of level is that the center of circle is provided with roundness mess, and the diameter of described roundness mess is 1.3cm.
Owing to have employed technique scheme, the gap of cylinder layer is minimum, and during with the oblique layer in a left side and the oblique ply in the right side, form the grid of special construction, gap is little in the early stage can prevent native stone from dropping to greatest extent.
A kind of composite layered structure side slope protective screen of the present invention, is filled with polypropylene fibre between the grid of described cylinder layer.
Owing to have employed technique scheme, polypropylene fibre has good gas permeability, respiration that can be required during guarantee vegetation growth while increasing protective screening toughness.
A kind of composite layered structure side slope protective screen of the present invention, described soil horizon comprises the black earth earth of 90%, the Chinese alpine rush of 9% and the plant food of 1%.
Owing to have employed technique scheme, the root system-fore-telling of Chinese alpine rush is point flourishing, grass layer cover speed and coverage high, and less demanding to growing environment, be good massif vegetative coverage plant.
In sum, owing to have employed technique scheme, the invention has the beneficial effects as follows:
1, multilayer protective screen combines, and can effectively prevent dropping of native stone; Simultaneously can according to edaphic vegetation growth situation, the grid gap of increase protective screening gradually, the growth for vegetation provides sufficient space, avoids grid to stop the growth of vegetation.
2, favourable condition is provided to massif vegetation growth environment, when vegetation Landfill covering lives whole massif, the traditional defense net of upper part is got rid of, and the biodegradable layer of lower part completes degraded simultaneously, only leave soil and vegetation, thus fundamentally prevent and treat landslide, soil erosion phenomenon.
Accompanying drawing explanation
Fig. 1 is the structural representation of composite layered structure side slope protective screen;
Fig. 2 is the layer structure schematic diagram of composite layered structure side slope protective screen;
Fig. 3 is the structural representation of left tiltedly layer;
Fig. 4 is the structural representation of right tiltedly layer;
Fig. 5 is the structural representation of cylinder layer.
Mark in figure: 1 for degraded layer one, 2 be soil horizon, 3 be degraded layer two, and 4 be left oblique layer, and 5 is the oblique layer in the right side, and 6 is cylinder layer; 41 is flexible wire ropes a; 42 is flexible wire ropes b; 43 is flexible wire ropes c; 51 is flexible wire ropes d; 52 is flexible wire ropes e; 53 is flexible wire ropes f; 61 is flexible wire ropes g; 62 is flexible wire ropes h; 63 is flexible wire ropes i.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in detail.
In order to make the object of invention, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
As Figure 1-5, a kind of composite layered structure side slope protective screen, comprises degraded layer 1, and degraded layer 1 surface is coated with soil horizon 2 in turn, degraded layer 23, left tiltedly layer 4, right tiltedly layer 5 and cylinder layer 6; Degraded layer 1, soil horizon 2 and degraded layer 23 are for being fixedly connected with; The thickness of degraded layer 1 is 3.5cm, and the thickness of soil horizon 2 is 12cm, and the thickness of degraded layer 23 is 2cm, left tiltedly layer 4, and the thickness of right tiltedly layer 5 and cylinder layer 6 is 0.5cm.Degraded layer 1 is made up of starch plastic, comprises the thermoplastic starch of 83%, the rice-straw fibre of 11%, the bacillus megaterium of 1.2%, the silane coupler of 2.6%, the water-soluble vitamins polysaccharide of 0.7%, the polyvinyl alcohol of 1.5%; Degraded layer 23 is made up of synthesis type degradative plastics, comprises polyethylene and the vinyl ketone copolymer of 89%, the Scott sensitising agent of 2%, the silane coupler of 2.6%, the lignosulfonates of 3.3%, the biodegradation agent of 1.1%, the urea of 1%.
Left tiltedly layer 4 reticulates structure, is woven form by 26 flexible wire ropes; Left tiltedly layer 4 comprises the square frame that four flexible wire ropes a41 are woven into, and frame is gone out 8 horizontal cross grids by 7 flexible wire ropes b42 even partition, and the gap between horizontal cross grid is 4cm; Left tiltedly layer 4 comprises the flexible wire ropes c43 of 15 vertically oblique lower left settings, flexible wire ropes c43 and vertical direction form the angle of 30 °, square frame is separated out the grid of 16 vertically oblique lower lefts by flexible wire ropes c43, and the gap between the grid of vertically oblique lower left is 4cm.Polypropylene fibre is filled with between the grid of left tiltedly layer 4.
Right tiltedly layer 5 reticulates structure, is woven form by 26 flexible wire ropes; Right tiltedly layer 5 comprises the square frame that four flexible wire ropes d51 are woven into, and frame is gone out 8 horizontal cross grids by 7 flexible wire ropes e52 even partition, and the gap between described horizontal cross grid is 4.3cm; Right tiltedly layer 5 comprises the flexible wire ropes f53 of 15 vertically oblique lower right settings, flexible wire ropes f53 and vertical direction form the angle of 30 °, square frame is separated out the grid of 16 vertically oblique lower lefts by flexible wire ropes f53, and the gap between the grid of described vertically oblique lower left is 4cm.Polypropylene fibre is filled with between the grid of right tiltedly layer 5.
Cylinder layer 6 reticulates structure, is woven form by some flexible wire ropes; Cylinder layer 6 comprises the square frame that four flexible wire ropes g61 are woven into, and frame is gone out 8 horizontal cross grids by 7 flexible wire ropes h62 even partition, and the gap between horizontal cross grid is 4cm; Square frame is gone out 16 vertical grids of level by 15 flexible wire ropes i63 even partition, and the gap between the vertical grid of level is 4cm; The intersection point of each horizontal cross grid and the vertical grid of level is that the center of circle is provided with roundness mess, and the diameter of roundness mess is 1.3cm.Polypropylene fibre is filled with between the grid of cylinder layer 6.
Soil horizon 2 comprises the black earth earth of 90%, the Chinese alpine rush of 9% and the plant food of 1%.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, all any amendments done within the spirit and principles in the present invention, equivalent replacement and improvement etc., all should be included within protection scope of the present invention.

Claims (10)

1. a composite layered structure side slope protective screen, it is characterized in that: comprise degraded layer one (1), described degraded layer (1) surface is coated with soil horizon (2) in turn, degraded layer two (3), left tiltedly layer (4), right tiltedly layer (5) and cylinder layer (6), the thickness of described degraded layer one (1) is 3.5cm, and the thickness of described soil horizon (2) is 12cm, and the thickness of described degraded layer two (3) is 2cm, the oblique layer in a described left side (4), the thickness of right tiltedly layer (5) and cylinder layer (6) is 0.5cm.
2. a kind of composite layered structure side slope protective screen as claimed in claim 1, is characterized in that: described degraded layer one (1) is made up of starch plastic, and described degraded layer two (3) is made up of synthesis type degradative plastics.
3. a kind of composite layered structure side slope protective screen as claimed in claim 2, it is characterized in that: described degraded layer one (1) comprises the thermoplastic starch of 83%, the rice-straw fibre of 11%, the bacillus megaterium of 1.2%, the silane coupler of 2.6%, the water-soluble vitamins polysaccharide of 0.7%, the polyvinyl alcohol of 1.5%; Described degraded layer two (3) comprises polyethylene and the vinyl ketone copolymer of 89%, the Scott sensitising agent of 2%, the silane coupler of 2.6%, the lignosulfonates of 3.3%, the biodegradation agent of 1.1%, the urea of 1%.
4. a kind of composite layered structure side slope protective screen as described in claim 1 or 2 or 3, is characterized in that: the oblique layer in a described left side (4) reticulates structure, is woven form by some flexible wire ropes; The oblique layer in a described left side (4) comprises four flexible wire ropes a(41) the square frame that is woven into, described frame is by n bar flexible wire ropes b(42) even partition goes out n+1 horizontal cross grid, the gap between described horizontal cross grid is 4cm; The oblique layer in a described left side (4) comprises the flexible wire ropes c(43 of m bar vertically oblique lower left setting), described flexible wire ropes c(43) form the angle of 30 ° with vertical direction, described flexible wire ropes c(43) square frame is separated out the grid of m+1 vertically oblique lower left, the gap between the grid of described vertically oblique lower left is 4cm.
5. a kind of composite layered structure side slope protective screen as claimed in claim 4, is characterized in that: be filled with polypropylene fibre between the grid on the oblique layer in a described left side (4).
6. a kind of composite layered structure side slope protective screen as described in claim 1 or 2 or 3 or 5, is characterized in that: the oblique layer in the described right side (5) reticulates structure, is woven form by some flexible wire ropes; The oblique layer in the described right side (5) comprises four flexible wire ropes d(51) the square frame that is woven into, described frame is by n bar flexible wire ropes e(52) even partition goes out n+1 horizontal cross grid, the gap between described horizontal cross grid is 4.3cm; The oblique layer in the described right side (5) comprises the flexible wire ropes f(53 of m bar vertically oblique lower right setting), described flexible wire ropes f(53) form the angle of 30 ° with vertical direction, described flexible wire ropes f(53) square frame is separated out the grid of m+1 vertically oblique lower left, the gap between the grid of described vertically oblique lower left is 4cm.
7. a kind of composite layered structure side slope protective screen as claimed in claim 6, is characterized in that: be filled with polypropylene fibre between the grid on the oblique layer in the described right side (5).
8. a kind of composite layered structure side slope protective screen as described in claim 1 or 2 or 3 or 5 or 7, is characterized in that: cylinder layer (6) reticulates structure, is woven form by some flexible wire ropes; Described cylinder layer (6) comprises four flexible wire ropes g(61) the square frame that is woven into, described frame is by n bar flexible wire ropes h(62) even partition goes out m+1 horizontal cross grid, the gap between described horizontal cross grid is 4cm; Described frame is by n bar flexible wire ropes i(62) even partition goes out m+1 the vertical grid of level, and the gap between the vertical grid of described level is 4cm; The intersection point of horizontal cross grid described in each and the vertical grid of level is that the center of circle is provided with roundness mess, and the diameter of described roundness mess is 1.3cm.
9. a kind of composite layered structure side slope protective screen as claimed in claim 8, is characterized in that: be filled with polypropylene fibre between the grid of described cylinder layer (6).
10. a kind of composite layered structure side slope protective screen as described in claim 5 or 7 or 9, is characterized in that: described soil horizon (2) comprises the black earth earth of 90%, the Chinese alpine rush of 9% and the plant food of 1%.
CN201510682852.8A 2015-10-21 2015-10-21 A kind of composite layered structure side slope protective screen Expired - Fee Related CN105200999B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201510682852.8A CN105200999B (en) 2015-10-21 2015-10-21 A kind of composite layered structure side slope protective screen
CN201610639924.5A CN106284377B (en) 2015-10-21 2015-10-21 A kind of massif side slope protective screen

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510682852.8A CN105200999B (en) 2015-10-21 2015-10-21 A kind of composite layered structure side slope protective screen

Related Child Applications (1)

Application Number Title Priority Date Filing Date
CN201610639924.5A Division CN106284377B (en) 2015-10-21 2015-10-21 A kind of massif side slope protective screen

Publications (2)

Publication Number Publication Date
CN105200999A true CN105200999A (en) 2015-12-30
CN105200999B CN105200999B (en) 2017-06-06

Family

ID=54948932

Family Applications (2)

Application Number Title Priority Date Filing Date
CN201610639924.5A Expired - Fee Related CN106284377B (en) 2015-10-21 2015-10-21 A kind of massif side slope protective screen
CN201510682852.8A Expired - Fee Related CN105200999B (en) 2015-10-21 2015-10-21 A kind of composite layered structure side slope protective screen

Family Applications Before (1)

Application Number Title Priority Date Filing Date
CN201610639924.5A Expired - Fee Related CN106284377B (en) 2015-10-21 2015-10-21 A kind of massif side slope protective screen

Country Status (1)

Country Link
CN (2) CN106284377B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105367979A (en) * 2015-11-16 2016-03-02 黄林海 Synthetic degradable plastic
CN105418978A (en) * 2015-11-16 2016-03-23 黄林海 Degradable starch plastic
CN108286256A (en) * 2018-02-09 2018-07-17 长江水利委员会长江科学院 Water and soil conservation device
CN108330911A (en) * 2018-02-10 2018-07-27 长江水利委员会长江科学院 Water and soil conservation device

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284377B (en) * 2015-10-21 2018-07-20 肥城恒丰塑业有限公司 A kind of massif side slope protective screen

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60246925A (en) * 1984-05-17 1985-12-06 Nisshoku Corp Vegetating method for face of slope
CN2653871Y (en) * 2003-07-28 2004-11-10 冯治库 Grass and tree planting multi structure fiber covering body for soil hard to plant
CN2671331Y (en) * 2003-08-22 2005-01-19 叶建军 Conjoined plant growing belt
CN102076913A (en) * 2009-01-21 2011-05-25 (株)自然科学 Vegetation mat for protecting the bank of river and slope, and fixing apparatus used in same
CN205116190U (en) * 2015-10-21 2016-03-30 张荣斌 Compound multilayer structure side slope protection network

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08338027A (en) * 1995-06-13 1996-12-24 Ohbayashi Corp Construction of slope of embankment
JP2001348874A (en) * 2000-06-08 2001-12-21 Naoyuki Hashimoto Vegetation base for protecting face of slope and work execution method
CN204059373U (en) * 2014-08-25 2014-12-31 惠州市东江园林工程有限公司 A kind of slope or the protected device of side slope grass
CN106284377B (en) * 2015-10-21 2018-07-20 肥城恒丰塑业有限公司 A kind of massif side slope protective screen

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60246925A (en) * 1984-05-17 1985-12-06 Nisshoku Corp Vegetating method for face of slope
CN2653871Y (en) * 2003-07-28 2004-11-10 冯治库 Grass and tree planting multi structure fiber covering body for soil hard to plant
CN2671331Y (en) * 2003-08-22 2005-01-19 叶建军 Conjoined plant growing belt
CN102076913A (en) * 2009-01-21 2011-05-25 (株)自然科学 Vegetation mat for protecting the bank of river and slope, and fixing apparatus used in same
CN205116190U (en) * 2015-10-21 2016-03-30 张荣斌 Compound multilayer structure side slope protection network

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105367979A (en) * 2015-11-16 2016-03-02 黄林海 Synthetic degradable plastic
CN105418978A (en) * 2015-11-16 2016-03-23 黄林海 Degradable starch plastic
CN108286256A (en) * 2018-02-09 2018-07-17 长江水利委员会长江科学院 Water and soil conservation device
CN108330911A (en) * 2018-02-10 2018-07-27 长江水利委员会长江科学院 Water and soil conservation device

Also Published As

Publication number Publication date
CN106284377B (en) 2018-07-20
CN106284377A (en) 2017-01-04
CN105200999B (en) 2017-06-06

Similar Documents

Publication Publication Date Title
CN103806454B (en) Method for pollution control and vegetation recovery of metal sulfide ore solid waste storage yard
CN105200999A (en) Slope protective net with composite multilayer structure
CN109854248B (en) Water-retaining reclamation method for strip mine
CN102251775B (en) Ecological restoration method for coal gangue dump
CN101580305B (en) Wetland governance method for improving ecological environmental in reservoir falling zone
CN107630444B (en) A kind of salt-soda soil planting beach remodeling method
CN103924605A (en) Sash girder ecological slope protection structure and construction method thereof
CN101502214A (en) Coal gangue pulverizing article ecological recovery greening substrate and method of use thereof
CN105839649A (en) Ecological restoration method for metal mine waste storage yard
Saviour et al. Soil and sand mining: causes, consequences and management
Yang et al. Environmental impacts caused by phosphate mining and ecological restoration: a case history in Kunming, China
Daukaev et al. Landslides and mudflows in the Chechen Republic: synergetic aspects
Nowak et al. The effect of a water dam on Lake Powidzkie and its vicinity
CN104234007B (en) A kind of river saline-alkali soil levee slope greening method
CN105970978A (en) Slope ecological restoration system and method
CN206128089U (en) Rock matter side slope ecological concrete slope protection structure
CN205116190U (en) Compound multilayer structure side slope protection network
CN201762689U (en) Flexible protection system of two side slopes of water course or river course
Holanda et al. Soil bioengineering in northeastern Brazil: An overview
CN103609386B (en) Muddy coastal zone plant groove or plant hole afforestation method
CN206993631U (en) A kind of discarded rare-earth mining area Soil Slope is three-dimensional to repair ecological net
Akın et al. The effect of jet grouting on the cyclic stress ratio (CSR) for the mitigation of liquefaction
CN204212141U (en) Sandstone matter building waste gravel sand stabilization structure
CN204238176U (en) Ecotypic Stone Mesh-box net cage barricade
Meuser et al. Rehabilitation of soils in mining and raw material extraction areas

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Zhu Yonghong

Inventor after: Sun Xindi

Inventor after: Zhou Libo

Inventor after: Jiang Xuezhen

Inventor after: Lu Pengsheng

Inventor after: Yang Yongzhen

Inventor after: Li Ming

Inventor after: Xu Yuehui

Inventor after: Zhang Xiaorong

Inventor after: Huang Qiang

Inventor after: Dong Jing

Inventor before: Zhang Rongbin

TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20170508

Address after: 450000 No. 91 Zhongyuan East Road, 27 District, Henan, Zhengzhou

Applicant after: Zhu Yonghong

Applicant after: Sun Xindi

Applicant after: Zhou Libo

Applicant after: Jiang Xuezhen

Applicant after: Lu Pengsheng

Applicant after: Yang Yongzhen

Applicant after: Li Ming

Applicant after: Xu Yuehui

Applicant after: Zhang Xiaorong

Applicant after: Huang Qiang

Applicant after: Dong Jing

Address before: 610041 Wuhou District, Chengdu, South Ring Road, No. two, No. 1, building No. 18, building 1, No. 2

Applicant before: Zhang Rongbin

GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170606

Termination date: 20191021