CN213897098U

CN213897098U - Firm matrix subassembly and anchor spout protective structure

Info

Publication number: CN213897098U
Application number: CN202022076466.3U
Authority: CN
Inventors: 周永松; 水小清; 赵中原
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-09-21
Filing date: 2020-09-21
Publication date: 2021-08-06
Anticipated expiration: 2030-09-21

Abstract

The application discloses firm matrix subassembly and anchor spout protective structure, wherein, firm matrix subassembly includes: a plurality of rows of vertically arranged plate fixing anchors are fixed on the slope surface; the baffle is fixed on the corresponding fixed plate anchor; the first layer of net is laid on the slope surface, and a gap is formed between the first layer of net and the slope surface; the net fixing anchor is used for fixing the first wire net on the slope surface; and the plant nutrient canal is fixed on the first layer of net. The baffle can be limited through the plate fixing anchors, the substrate can be effectively supported through the baffle, the thickness of the substrate layer on the high and steep slope is guaranteed, and the substrate layer can be prevented from being lost; by matching the first layer of net with the net fixing anchor, the overall strength of the substrate layer can be ensured to be reliable, and falling off can be effectively prevented; the plant nutrient tube can provide elements for plants, so that the plants can grow more reliably.

Description

Firm matrix subassembly and anchor spout protective structure

Technical Field

The utility model relates to an ecological protection field, concretely relates to firm matrix subassembly and anchor spout protective structure.

Background

Due to the restriction of engineering geological conditions, a large number of highway and railway tunnel portals and side slopes are usually treated by adopting an anchor rod sash beam protection and greening construction technology, and the traditional method is not economical and has high construction potential safety hazards, particularly for high side slopes. Concrete can carbonize, weathering, frost damage, corrosion and the like in the atmosphere, so that the service life of the concrete can be greatly shortened, and meanwhile, the slope surfaces of a large number of anchor sprays can cause visual pollution and the whole ecological environment is poor.

In the prior art, the slope is treated by spraying the substrate (for plant growth), but the applicable slope is smaller, and if the angle of the slope is too large, the substrate is not easy to slide off.

SUMMERY OF THE UTILITY MODEL

The utility model is directed at the above problem, overcome at least one not enough, provided firm matrix subassembly and anchor and spouted protective structure.

The utility model adopts the following technical scheme:

a stabilization matrix assembly for a slope comprising:

a plurality of rows of vertically arranged plate fixing anchors are fixed on the slope surface;

the baffle is fixed on the corresponding fixed plate anchor;

the first layer of net is laid on the slope surface, and a gap is formed between the first layer of net and the slope surface;

the net fixing anchor is used for fixing the first wire net on the slope surface; and

and the plant nutrient tube is fixed on the first layer of net.

The baffle can be limited through the plate fixing anchors, the substrate can be effectively supported through the baffle, the thickness of the substrate layer on the high and steep slope is ensured, and the substrate layer can be prevented from being lost; by matching the first layer of net with the net fixing anchor, the overall strength of the substrate layer can be ensured to be reliable, and falling off can be effectively prevented; the plant nutrient tube can provide elements for plants, so that the plants can grow more reliably.

In one embodiment of the present invention, the plate fixing anchors are L-shaped, and the plate fixing anchors have a first portion inserted into the slope and a second portion connected to the first portion and extending upward, the baffle is disposed on the plurality of plate fixing anchors, and the corresponding second portion abuts against the upper end of the baffle.

In one embodiment of the present invention, the baffle is a grid plate.

The baffle is a grid plate, and the influence of weight on the stability of the first layer of net can be reduced after the net is meshed.

In one embodiment of the present invention, the grid plate is a wooden grid plate.

In one embodiment of the present invention, the upper end of the first net extends to the top of the slope and is fixed to the top of the slope by anchor bolts;

the stabilizing matrix assembly also comprises a second layer of net positioned on the outer side of the first layer of net, the second layer of net is laid on the slope, and the plant nutrient tube is positioned between the first layer of net and the second layer of net; the upper end of the second layer of net extends to the top of the slope and is fixed on the top of the slope through anchor bolts at the top of the slope.

In one embodiment of the present invention, the gap is greater than or equal to 6 cm.

In one embodiment of the present invention, the distance between two adjacent rows of baffles is 45cm to 60 cm.

In one embodiment of the present invention, the plant feeding tube is located above the corresponding baffle, and the distance between the plant feeding tube and the baffle is 20cm to 35 cm.

The application also discloses anchor spouts protective structure, include the above firm matrix subassembly, plant energy storage cave and matrix layer:

the plant energy storage cavity is filled with a nutrient medium and is used for a root system of a plant to penetrate, and the substrate layer is sprayed on a slope surface and covers or partially covers the stable substrate assembly.

The anchor spraying protection structure plant energy storage hole can enable a plant root system to be attached, and nutrient media filled in the anchor spraying protection structure can provide nutrients for plants, so that the plant root system can play a role in protecting a biological anchor rod; the solid matrix component can form a three-dimensional structure, so that the matrix layer can be reliably sprayed on the slope surface conveniently; the matrix layer that sprays formation is constructed fast safely, and the matrix layer that forms can protect the side slope, and can provide nutrition for the plant, the growth of support plant that can be fine can reduce soil erosion and water loss again through the plant, restores the ecological environment who destroys fast.

In one embodiment of the present invention, the plant energy storage acupuncture points are located between two adjacent rows of baffles; the included angle between the central line of the plant energy storage cavity and the horizontal plane is 35-55 degrees.

The original concrete structure causes no penetration of plant root systems, a root system growth space is established through the plant energy storage cave, the inclination of 35-55 degrees plays a role in keeping moisture for a long time and is not easy to run off, after the stable matrix component is corroded after years, the plant root systems replace the stable matrix component, and the plant energy storage cave inclines by 35-55 degrees and plays a role in resisting sliding of the biological anchor rod because the gravity of the material falls down on an inclination. In practical use, the included angle between the central line of the plant energy storage cavity and the horizontal plane is preferably 45 degrees.

The utility model has the advantages that: the baffle can be limited through the plate fixing anchors, the substrate can be effectively supported through the baffle, the thickness of the substrate layer on the high and steep slope is guaranteed, and the substrate layer can be prevented from being lost; by matching the first layer of net with the net fixing anchor, the overall strength of the substrate layer can be ensured to be reliable, and falling off can be effectively prevented; the plant nutrient tube can provide elements for plants, so that the plants can grow more reliably.

Description of the drawings:

FIG. 1 is a schematic cross-sectional view of an anchor-shotcrete protection structure;

FIG. 2 is a schematic diagram of a plant energy storage well;

FIG. 3 is a schematic representation of a plant root system after it has been inserted into a plant energy storage hole;

FIG. 4 is a schematic view of the baffle mounted on the anchor plate;

FIG. 5 is a schematic view of the baffle mounted on the ramp;

fig. 6 is a schematic view of the first layer of mesh mounted on a sloping surface;

fig. 7 is a schematic view of the distribution of the net-fixing anchors on the slope.

The figures are numbered:

1. a slope surface; 2. the top of the slope; 3. plant energy storage holes; 4. a stabilizing matrix assembly; 5. a substrate layer; 6. fixing plate ground anchors; 7. a baffle plate; 8. a first layer of mesh; 9. fixing a net anchor; 10. a plant nutrient canal; 11. a first portion; 12. a second portion; 13. anchoring the slope top; 14. a second layer of mesh.

The specific implementation mode is as follows:

the present invention will be described in detail with reference to the accompanying drawings.

As shown in fig. 1, 5, 6 and 7, an anchor spray protection structure for a slope surface 1 comprises a plant energy storage cavity 3, a stabilizing matrix component 4 and a matrix layer 5:

the anchoring matrix assembly 4 comprises:

a plurality of rows of plate fixing anchors 6 are arranged up and down, and the plate fixing anchors 6 of each row are fixed on the slope surface 1;

the baffle 7 is fixed on the corresponding fixed plate anchor 6;

the first layer of net 8 is laid on the slope surface 1, and a gap is formed between the first layer of net 8 and the slope surface 1; the net fixing anchor 9 is used for fixing the first wire net on the slope surface 1; and

the plant nutrient canal 10 is fixed on the first layer of net 8;

the plant energy storage cavity 3 is filled with nutrient medium, the plant energy storage cavity 3 is used for the root system of the plant to penetrate, the substrate layer 5 is used for being sprayed on the slope surface 1, and the stable substrate component 4 is covered or partially covered.

The anchor spraying protection structure plant energy storage hole 3 can enable a plant root system to be attached, and nutrient media filled in the plant energy storage hole can provide nutrients for plants, so that the plant root system can play a biological anchor rod protection role; the stable matrix component 4 can form a three-dimensional structure, so that the matrix layer 5 can be reliably sprayed on the slope surface 1 conveniently and reliably, specifically, the baffle can be limited by the plate fixing anchors, the matrix can be effectively supported by the baffle, the thickness of the matrix layer on a high and steep slope is ensured, and the loss of the matrix layer can be prevented; by matching the first layer of net with the net fixing anchor, the overall strength of the substrate layer can be ensured to be reliable, and falling off can be effectively prevented; the plant nutrient tube can provide elements for plants, so that the plants can grow more reliably; the matrix layer 5 that sprays formation is constructed fast safely, and the matrix layer 5 that forms can protect the side slope, and can provide nutrition for the plant, and the growth of support plant that can be fine can reduce soil erosion and water loss again through the plant, restores the ecological environment who destroys fast.

In actual application, the nutrient medium, the matrix layer 5 and the plant nutrient canal 10 can adopt the existing formula.

In this embodiment, the first layer of net 8 may be plastic-coated galvanized wire net or galvanized wire net for rust prevention and prolonging the service life of the net.

The anchor spraying protective structure can be used for national defense construction, roads, tunnels, stone ores, non-ferrous metal ores, railways, coal mines, riverways, house building, water conservancy construction slopes and the like, and the high and steep slopes can be treated (0-80 degrees).

The anchor spraying protective structure of the application has the principle that the mechanical reinforcement of the vegetation root system and the hydrological effect of the aboveground biomass are utilized to achieve the purposes of slope protection and ecological environment improvement. Not only protects the concrete and prolongs the service life of the concrete, but also ensures the nutrient balance and the moisture balance required by the long-term growth of the vegetation, and establishes a good microbial chain and a good plant community. Thereby greatly shortening the natural succession time and rapidly restoring the natural ecological environment system. When in actual use, the investment can be saved by more than 40 percent compared with the greening technical scheme of the traditional anchor rod frame beam.

As shown in fig. 4, in the present embodiment, the plate fixing anchors 6 are L-shaped, the plate fixing anchors 6 have a first portion 11 inserted into the slope 1 and a second portion 12 connected to the first portion 11 and extending upward, the baffle 7 is disposed on the plurality of plate fixing anchors 6, and the corresponding second portions 12 abut against the upper end of the baffle 7; the baffle 7 is a grid plate; the grid plate is a wooden grid plate.

In practical application, the grid plate preferably has a width of 8-10 cm, a thickness of 1.5cm and a length of more than 1 m. The function of the grid plate is as follows: firstly, the thickness of the matrix layer 5 on a high and steep slope is ensured; secondly, the influence of the weight on the stability of the first layer net 8 is reduced after the gridding; and thirdly, the matrix resistance layer 5 is lost.

As shown in fig. 1, in the present embodiment, the upper end of the first layer of net 8 extends to the top of the slope 2 and is fixed on the top of the slope 2 by the top anchor 13; the stabilizing matrix component 4 further comprises a second layer of net 14 positioned outside the first layer of net 8, the second layer of net 14 is laid on the slope surface 1, and the plant nutrient canal 10 is positioned between the first layer of net 8 and the second layer of net 14; the upper end of the second layer of net 14 extends to the top of the slope 2 and is fixed on the top of the slope 2 through a top anchor 13.

The second layer of mesh 14 may also be plastic coated galvanized wire mesh or galvanized wire mesh. In practice, only the first layer of mesh 8 may be laid.

The second layer of net 14 and the first layer of net 8 are fixed on the slope surface 1 through net fixing anchors 9, the net fixing anchors 9 and the plate fixing anchors play a role in three-dimensional overall anchoring, and are also used as reinforcing ribs of the substrate layer 5, so that rainwater erosion can be effectively resisted.

As shown in fig. 1, in the present embodiment, the plant energy storage cavity 3 is located between two adjacent rows of baffles 7; the included angle between the central line of the plant energy storage cavity 3 and the horizontal plane is 35-55 degrees.

In practical use, the net fixing anchor 9 is positioned between the plant energy storage hole 3 and the baffle 7 and is used for avoiding the mutual influence between the plate fixing anchor 6 and the plant energy storage hole 3.

As shown in fig. 2 and 3, the original concrete structure causes no penetration of the plant root system, a root system growth space is established through the plant energy storage cave 3, the inclination of 35-55 degrees plays a role of keeping moisture for a long time and is not easy to run off, and after the stable matrix component 4 is corroded after years, the plant root system replaces the stable matrix component 4, and the plant energy storage cave 3 inclines 35-55 degrees to play a role of anti-sliding of the biological anchor rod because the gravity of the material falls down on an inclination.

In the embodiment, the included angle between the central line of the plant energy storage hole 3 and the horizontal plane is preferably 45 degrees, and the plant energy storage hole 3 is positioned in the middle of two adjacent rows of baffles 7. The diameter of the plant energy storage holes 3 is more than or equal to 5cm, preferably 5cm, the drilling depth is more than 20cm, preferably 25cm, and the longitudinal and transverse spacing between the plant energy storage holes 3 is 50cm x 50cm, and 4 in each square meter.

In the embodiment, the plate fixing anchor 6 is made of C14 steel bars and is 50cm long, wherein the length of the plate fixing anchor is 40cm when the plate fixing anchor is inserted into a rock and is 10cm when the plate fixing anchor is exposed out of the rock. The hole positions are arranged according to the design, the distance between the anchor bolts 6 of the fixed plates is 50cm multiplied by 50cm, holes are drilled by an electric drill or a pneumatic drill, the incident angle of the drilling direction is 20 degrees, the hole diameter is 3cm, the drilling depth is ultra-deep 2cm, and the hole depth is 42 cm. After the hole is formed, the plate fixing anchor 6 is installed, the hole is cleaned before installation, broken debris in the hole is removed, 7.5# cement mortar is injected into the hole by a grouting machine, the slurry adopts common silicate No. 42.5 cement and pure cement slurry with the water cement ratio of 0.45-0.50 (a certain amount of additive or admixture is added to increase the slurry workability when necessary), the pure cement slurry is injected into the hole, and then the plate fixing anchor 6 is inserted into the plate fixing anchor 6 immediately, so that the plate fixing anchor 6 and the cement mortar fix the plate fixing anchor 6.

In the embodiment, the net fixing anchors 9 are made of C14 steel bars, the steel anchors are designed to be L-shaped and 150-400 mm long, net fixing hole positions are arranged according to requirements, the distance between the net fixing anchors 9 is 50 multiplied by 50cm, holes are drilled through electric drills or air drills, the drilling direction is perpendicular to the slope surface 1, the hole diameter is 3cm, the drilling depth is 2cm, and the hole depth is 17-42 cm. After the hole is formed, 7.5# cement mortar is injected into the hole by a grouting machine, and then the net fixing anchor 9 is inserted into the hole, so that the net fixing anchor 9 is tightly combined with the cement mortar. When the net fixing anchors 9 are installed, the lengths of the net fixing anchors 9 are staggered, and the length of the net fixing anchors 9 exposed out of the slope surface 1 is 8 cm. During practical application, anchor nails are required to be lengthened on the slope surface 1 with higher rock weathering degree on the upper portion of the slope so as to ensure that the wire mesh is firmly combined with the slope surface 1.

In actual use, the plant nutrient tube 10 is positioned above the corresponding baffle 7, and the distance between the plant nutrient tube 10 and the baffle 7 is 20 cm-35 cm.

The embodiment also discloses a construction method of the anchor spraying protective structure, which is used for realizing the anchor spraying protective structure of the embodiment and comprises the following steps:

1) preparing a plant energy storage hole 3 on the slope 1, and spraying a nutrient medium to the plant energy storage hole 3;

2) installing plate fixing anchors 6 on the slope 1 to form a plurality of rows of plate fixing anchors 6 arranged up and down, and fixing the baffle 7 on the corresponding plate fixing anchors 6;

3) laying a first layer of net 8 on the slope surface 1, and fixing the first layer of net by net fixing anchors 9, wherein a gap is reserved between the first layer of net 8 and the slope surface 1;

4) the plant nutrient canal 10 is tied above the first layer of net 8, the second layer of net 14 is laid on the slope surface 1, and the plant nutrient canal 10 is positioned between the first layer of net 8 and the second layer of net 14.

5) Spraying material to the slope surface 1 to form a substrate layer 5 covering the slope surface 1.

In actual application, the plant energy storage hole 3 can be prepared in two ways, wherein the first way is drilling after the concrete anchor is sprayed; and the second method is to reserve the concrete anchor before spraying, adopt PVC plastic pipe with diameter phi larger than or equal to 50mm and length 250mm, and fix the PVC plastic pipe in the middle of the anchor spraying reinforcement mesh with an inclined angle of 45 degrees with the horizontal angle and seal the upper opening of the pipe so as to avoid plugging the hole, and remove the seal opening after the anchor spraying process is finished, and saw the partial pipe higher than the anchor spraying surface.

The first layer of net 8 and the second layer of net 14 are laid after the wood baffle 7 and the tubular pile plant biological bags are manufactured, installed and fixed, and the first layer of net 8 and the second layer of net 14 cannot be laid at one time. The first layer of net 8 and the second layer of net 14 have a wire diameter of 2mm or more and a mesh size of 5cm × 5 cm. When the net is laid, the net should be tensioned, the first layer of net 8 is formed by pulling and connecting a plurality of sub-nets, the lap joint length between the sub-nets is not less than 10cm, 18# galvanized iron wires are used for binding every 30cm, and the gap between the first layer of net 8 and the slope surface 1 is not less than 6 cm. The first layer of net 8 extends 100cm towards the top 2 of the slope, ditching and backfilling are carried out after fixing with C14 steel bar pile nails with the length larger than 50cm (when the thickness of the loose layer and the weathered layer is larger, the length of the anchor nail is increased to ensure the stability of the iron wire net at the top 2 of the slope), and the distribution positions of the anchor nails at the top are 1 in each of 4 corners of 2m multiplied by 2 m. After the top of the slope 2 is fixed, the first layer of net 8 is laid from top to bottom. The second layer of mesh 14 is laid in the same manner. The two layers of nets are fixed in a staggered mode, the two layers of nets are prevented from being attached tightly, a certain gap is formed between the two layers of nets, and the later-stage spraying and attaching of the matrix layer 5 is facilitated.

In practice, only the first layer of mesh 8 may be laid, for example with a gradient of 45 °.

In this embodiment, the plant nutrient tube includes a tubular bag and a plant nutrient mounted in the tubular bag. In actual application, the plant nutrient consists of the following raw materials in percentage by mass: 15-25 parts of loam, 17-22 parts of peat soil, 14-18 parts of vermiculite, 22-30 parts of perlite, 10-20 parts of organic fertilizer, 1-3 parts of slow-release compound fertilizer, 0.003-0.007 part of water-retaining agent and 0.008-0.012 part of biological activator. The specific proportions of the plant nutrient raw materials in this example are as follows:

in the formula of the plant nutrient, loam mainly plays a role in improving mineral substances in the nutrient soil, provides root growth for plants, keeps the temperature and moisture of the plants, and can assist the roots in fixing the plants. The peat soil is light in weight, water-retaining and fertilizer-retaining, beneficial to microbial activity, enhanced in biological performance, rich in nutrition, good in soil conditioner and high in organic matter content. The vermiculite is used for loosening soil, has good air permeability, strong water absorption capacity and small temperature change, and can also reduce the input of fertilizers. The perlite can reduce the weight of the matrix, greatly improve the conveying height of the equipment on a high and steep slope, and simultaneously has good air permeability in the matrix. The organic fertilizer is used for improving soil, fertilizing soil fertility, curing soil, slowly releasing nutrients, and enhancing the fertilizer retention and supply capacity and the buffer capacity of the soil. The slow-release compound fertilizer has high unit nutrient content, less components and quick release, and is reasonably matched with organic fertilizers and the like for application and mutual supplement. The water-retaining agent is a high molecular material, is non-toxic and harmless, repeatedly releases and absorbs water, has the function of a micro reservoir, and can absorb fertilizers and pesticides and slowly release the fertilizers and the pesticides to increase the fertilizer efficiency and the pesticide effect. The biological activator can neutralize alkalinity in saline-alkali soil, can promote the activity of soil microorganisms, increase the number of soil microorganisms, enhance the activity of soil enzymes, has synergistic effect on chemical fertilizers and trace elements, has developed root systems and strong water absorption, and improves the drought and cold resistance of plants.

In actual application, the biological activator can be biological activators such as humic acid.

In this embodiment, the tubular bag can be made of a non-woven PP material or a geotextile containing cotton and chemical fibers by sewing. The specification of the plant-growing nutrient tube is as follows: phi is 8-9 cm, and the length is 100-200 cm. The plant growth nutrition tube is bound and fixed on the first layer of net by 18# galvanized iron wires. The distance between the upper row of plant growth nutrient tubes and the lower row of plant growth nutrient tubes is 50cm, and the plant growth nutrient tubes are arranged on the grid plate at the position of 30 cm.

In actual production, the plant nutrient is obtained by mixing and stirring plant nutrient raw materials and water, and the volume ratio of the mixed water is 60-80%, preferably 70%.

In this embodiment, the substrate layer in step 5) includes a bottom layer located below and a seed layer located above, the bottom layer is formed by a composite substrate, and the composite substrate is composed of the following raw materials in mass ratio in actual use: 90-100 parts of loam, 12-17 parts of peat soil, 4-8 parts of plant fibers, 4-8 parts of plant particles, 1-3 parts of perlite, 20-30 parts of organic fertilizer, 0.02-0.03 part of slow-release compound fertilizer, 0.05-0.07 part of phosphate fertilizer, 0.03-0.05 part of water-retaining agent, 0.05-0.07 part of aggregate agent and 0.05-0.09 part of biological activator;

in actual application, the seed layer consists of the following raw materials in percentage by mass: 70-90 parts of loam, 20-30 parts of peat soil, 4-8 parts of plant fibers, 5-9 parts of plant particles, 2-6 parts of perlite, 25-31 parts of organic fertilizer, 0.02-0.03 part of slow-release compound fertilizer, 0.05-0.09 part of phosphate fertilizer, 0.03-0.05 part of water-retaining agent, 0.05-0.07 part of granulating agent, 0.05-0.09 part of biological activator, 0.02-0.05 part of seed accelerant and 0.02-0.05 part of seeds;

in this embodiment, the nutrient medium in the plant energy storage cavity is a plant nutrient or a composite medium.

In this example, the specific proportions of the composite matrix are as follows:

the seed layer comprises the following raw materials in proportion:

in the formula of the embodiment, the plant fibers have the effects of reinforcing and resisting scouring in the matrix, no crack is generated, no runoff is formed on the surface, and organic matters are formed after the surface is rotted. The plant particles are used for adjusting the viscosity of the matrix in the reaction tank, also have the functions of water retention and ventilation, and form organic matters after rotting. The phosphate fertilizer is used for promoting root growth and improving the protection effect of the slope and the drought resistance of plants.

In the existing formula, the common adhesive has viscosity but does not compound (aggregate) the soil. The granular agent has the functions of soil compound grains (granules), has strong adsorbability on rocks, does not erode and has stable matrix structure.

In actual application, the seed accelerant can be the existing plant hormone and is used for promoting the germination and growth of seeds.

The substrate layer of this embodiment has porosity, gas permeability, water retention, fertilizer conservation nature suitable for plant growth, even on high steep slope, also can not cause the slump because of the washing of rainwater. The later stage and the action of the plant root system play a good slope protection effect.

In this embodiment, the bottom layer can be formed by multiple spray applications. The concrete mode is as follows: the preparation method comprises the steps of scattering the granulating agent and the water-retaining agent into stirring equipment, adding water at the same time, stirring for about 10 minutes, filling other materials (loam, peat soil, plant fibers, plant particles, perlite, organic fertilizer, slow-release compound fertilizer, phosphate fertilizer and biological activator) after the thrown raw materials are completely dissolved, wherein the volume proportion of water in the mixture is 60% -80%, the preferable proportion is 70%, the stirring time is not less than 10 minutes, finally spraying the uniformly mixed mixture for multiple times by using a high-pressure spray-seeding pump, and the average thickness of the bottom layer is 6-13 cm.

In this embodiment, after the bottom layer is sprayed, a seed layer is sprayed, which specifically includes: scattering the granulating agent and the water-retaining agent into stirring equipment, simultaneously adding water, stirring for about 10 minutes, filling other materials (loam, peat soil, plant fibers, plant particles, perlite, organic fertilizer, slow-release compound fertilizer, phosphate fertilizer, biological activator, seed accelerant and seeds) after the added raw materials are completely dissolved, wherein the volume proportion of water in the mixture is 60-80%, preferably 70%, stirring for no less than 10 minutes, and finally spraying the uniformly mixed mixture by using a high-pressure spray-seeding pump, wherein the thickness of the sprayed seed layer is not less than 20mm on average.

Particularly, when spraying, the first layer of net is ensured to be not left with a gap between the slope and to be fully contacted with the slope, and spraying is carried out from left to right and from top to bottom, so that no spraying leakage is ensured.

In actual application, the seed selection is as follows: combining cool-season grass with warm-season grass (suitable for winter and summer climate); ② the combination of leguminous and non-leguminous (nitrogen fixation by leguminous rhizobia); combining herbage with woody (different soil-fixing and drought-resisting capacities); combining deciduous plants and evergreen plants (incomplete withering and yellowing in winter); arbor, shrub, grass and flower are combined (three-dimensional multi-level greening); combining deep root with shallow root; seventhly, the diversity principle of plant collocation; matching common tree species with color leaf tree species; ninthly, combining the external species with the rural species properly, and preparing no big arbor.

The scheme of the embodiment changes the history that the spraying anchor (concrete) cannot be greened, the community plants can permanently grow and can not be degraded, the substrate can not be washed away and lost, the ecological forest and the color-leaf forest can be built according to the requirements of customers, and meanwhile, the green plants can be covered in a short time according to the national defense confidentiality requirements.

The above only is the preferred embodiment of the present invention, not therefore the limit the patent protection scope of the present invention, all applications the equivalent structure transformation made by the contents of the specification and the drawings of the present invention is directly or indirectly applied to other related technical fields, and all the same principles are included in the protection scope of the present invention.

Claims

1. A stabilization matrix assembly for a slope, comprising:

the baffle is fixed on the corresponding fixed plate anchor;

and the plant nutrient tube is fixed on the first layer of net.

2. The stabilization matrix assembly of claim 1, wherein the plate anchor is L-shaped, the plate anchor having a first portion inserted into the ramp and a second portion connected to the first portion and extending upwardly, the baffle resting on the plurality of plate anchors and the corresponding second portion abutting the upper end of the baffle.

3. The stability matrix assembly of claim 1, wherein the baffle is a grid plate.

4. The stability matrix assembly of claim 3, wherein the grid plate is a wood grid plate.

5. The stabilization matrix assembly of claim 1, wherein the upper end of the first layer of mesh extends to the crest and is secured to the crest by crest anchors;

6. The stabilization matrix assembly of claim 1, wherein the gap is 6cm or greater.

7. The stabilization matrix assembly of claim 1, wherein the spacing between two adjacent rows of baffles is between 45cm and 60 cm.

8. The stabilization matrix assembly of claim 7, wherein the plant feeding tube is positioned above the corresponding baffle, and the distance from the plant feeding tube to the baffle is 20cm to 35 cm.

9. An anchor-spray protection structure, comprising the stabilizing matrix assembly of any one of claims 1 to 8, a plant energy storage cavity and a matrix layer:

10. The anchor spray protection structure of claim 9, wherein said plant energy storage acupuncture points are between two adjacent rows of baffles; the included angle between the central line of the plant energy storage cavity and the horizontal plane is 35-55 degrees.