NL2027085B1 - An integrated reinforcement method for green ecological side slope - Google Patents

An integrated reinforcement method for green ecological side slope Download PDF

Info

Publication number
NL2027085B1
NL2027085B1 NL2027085A NL2027085A NL2027085B1 NL 2027085 B1 NL2027085 B1 NL 2027085B1 NL 2027085 A NL2027085 A NL 2027085A NL 2027085 A NL2027085 A NL 2027085A NL 2027085 B1 NL2027085 B1 NL 2027085B1
Authority
NL
Netherlands
Prior art keywords
side slope
vegetation
anchor
green
ecological
Prior art date
Application number
NL2027085A
Other languages
Dutch (nl)
Inventor
Liu Hanlong
Xiao Yang
Zhou Hang
Ding Xuanming
Zhang Wengang
Original Assignee
Chongqing Univ Industrial Technology Research Institute
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 Chongqing Univ Industrial Technology Research Institute filed Critical Chongqing Univ Industrial Technology Research Institute
Priority to NL2027085A priority Critical patent/NL2027085B1/en
Application granted granted Critical
Publication of NL2027085B1 publication Critical patent/NL2027085B1/en

Links

Classifications

    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • A01G9/022Pots for vertical horticulture
    • A01G9/025Containers and elements for greening walls
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01BSOIL WORKING IN AGRICULTURE OR FORESTRY; PARTS, DETAILS, OR ACCESSORIES OF AGRICULTURAL MACHINES OR IMPLEMENTS, IN GENERAL
    • A01B79/00Methods for working soil
    • A01B79/02Methods for working soil combined with other agricultural processing, e.g. fertilising, planting
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00732Uses not provided for elsewhere in C04B2111/00 for soil stabilisation
    • 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
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P60/00Technologies relating to agriculture, livestock or agroalimentary industries
    • Y02P60/20Reduction of greenhouse gas [GHG] emissions in agriculture, e.g. CO2

Abstract

The invention discloses an integrated reinforcement method for a green ecological side slope, which includes the following technical steps: drilling and burying anchor rods or anchor rivet on the side slope, and reinforcing with expansive cement mortar; drilling water-absorbing ecological vegetation holes; hang FRP supporting nets on the reserved section of the anchor rod or the anchor rivet on the side slope, and fix it on the side slope by anchor rods or anchor rivet, insert the manufactured plant container tube into the water-absorbing ecological vegetation hole, and fill it with nutrient soil, plant seeds or root system, prepare dark green cement mortar and spray to cover the entire side slope surface, natural rainfall or artificial water supply can make the plant roots or seeds in the soil germinate and grow, and finally form a green ecological side slope. The invention reduces the load on the side slope surface, increases the side slope surface clearance, improves the utilization efficiency of side slope holes, obtains a green protection system with significantly improved environmental protection, applicability, firmness, and durability, and realizes integration of side slope drainage and reinforcement, greening.

Description

AN INTEGRATED REINFORCEMENT METHOD FOR GREEN ECOLOGICAL SIDE SLOPE TECHNICAL FIELD
[0001] The disclosure belongs to the technical field of rock and soil side slope protection, and particularly relates to an integrated reinforcement method for green ecological side slope.
BACKGROUD
[0002] The western regions of China are mostly mountainous areas with shallow soil cover. A large number of engineering constructions have caused the excavation of earth and stone side slopes to destroy the original vegetation coverage, resulting in a large number of exposed rock side slopes. The rock side slope is exposed to the air for a long time. After a long period of time in the sun, rain washing and other factors, the rock is weathered, which may cause rocks, gravel and debris to fall, and cause damage to passing personnel and vehicles in the line project. The safety of the side slope is reduced. Meanwhile, the exposed stone or soil slope is extremely inconsistent with the surrounding green mountains, which has negative esthetic effect; if the side slope green protection is not good in the side slope of the highway engineering, it will also cause the driver's visual fatigue and bring psychological depression. Therefore, side slope protection and greening are related to the safety of the line project and the comfort of use.
[0003] Prior to the present invention, spray anchor support was a common method of side slope protection. Generally, high-pressure sprayed cement concrete and metal bolts driven into the rock are used to reinforce the side slope rock mass. The anchor rod, the concrete spray layer and the surrounding rock form a joint system to prevent loosening and separation of the rock mass. When the rock mass is relatively broken, the wire mesh can be used to block the small rock blocks between the anchor rods to assist the spray anchor support. However, the disadvantages of traditional spray anchor support are: using ordinary cement concrete and the side slope is gray after spraying, which is inconsistent with the green vegetation around the side slope; and it is difficult for vegetation to grow on the surface of the concrete material, which easily causes visual aesthetic fatigue. Based on the status quo that it is difficult to grow plants on side slopes supported by traditional spray anchors, technicians mainly proposed two methods. One method is to spray green paint directly on the side slope to replace vegetation. However, the color of sprayed paint is relatively single, which is quite different from the visual effect of ecological vegetation, and the paint is easy to age, has certain toxicity, and is harmful to the ecological environment. Another method is to spray a mixture of seeds, pulp fibers, fertilizers and binders on the side slope to achieve greening of the side slope. However, the actual results show that the thickness of the sprayed layer of this method is limited, and the spraying causes a lot of waste of seeds and other substances that assist growth; as time increases, the strength of the binder will decrease, and the water-soluble fertilizer will also increase with rain. However, the cost of spraying slope protection is high and the quality is not ideal. In addition, in the traditional method, side slope greening is separated from drainage, growing plants and nutrient soil increase the load on the side slope surface, and nutrient soil also occupies a large amount of side slope clearance area.
SUMMARY
[0004] The purpose of the present invention is to provide a green ecological side slope integrated reinforcement method, which is characterized in that it includes the following technical steps:
[0005] 1) Manually clean the surface of the side slope body to make it flat
[0006] 2) Drill a number of reinforcement or anchor holes, drainage holes, and water-absorbing ecological vegetation holes on the surface of the side slope.
[0007] The ecological vegetation holes are upward anti-dip holes.
[0008] The drainage hole is a downward dip hole, that is, the axis of the drain hole is inclined downward.
[0009] 3) An anchor rod or anchor is inserted into the anchor hole, one end of the anchor rod or anchor is embedded in the rock, and the other end extends out of the side slope surface to facilitate subsequent hanging of the net. The anchoring section position in the anchoring hole is filled with expansive concrete mortar.
[0010] 4) Use anchor rods or anchor rivet to extend the side slope section as the nodes of the supporting net to hang the supporting net.
[0011] 5) Prepare vegetation growth tubes for inserting into the ecological vegetation holes.
[0012] Both ends of the vegetation growth tube are open, one end is the bottom of the tube inserted into the ecological vegetation hole, and the other end is the tube opening exposed to the outside. The bottom end surface of the vegetation growth tube is flat, that is, the bottom end surface of the tube is perpendicular to the tube diameter.
[0013] The end surface of the nozzle of the vegetation growth tube is inclined. After the vegetation growth tube is inserted into the ecological vegetation hole, the vegetation growth tube is inclined as a whole, and the end surface of the nozzle is parallel to the horizontal plane. The vegetation growth tube is filled with cement mortar and firmly embedded in the side slope.
[0014] 6) Put the vegetation growth tube into the water inlet and outlet tubes. The inlet and outlet tubes lean against the tube wall of the vegetation growth tube. After putting it in the water inlet and outlet tubes, set up a filter layer at the bottom of the vegetation growth tube.
[0015] 7) After putting plant seeds or plant roots into nutrient soil, fill them into the vegetation growth tube. The upper end of the vegetation growth tube is sealed with a tube cover.
[0016] 8) Prepare dark green cement mortar and spray the green cement mortar onto the side slope surface so that the cement mortar covers the entire side slope surface support net and the surface of the vegetation growth tube.
[0017] 9) Remove the upper end of the vegetation growth tube, use natural rainfall or artificial water to moisten the nutrient soil, and wait for the plant roots or seeds in the soil to germinate and grow.
[0018] Furthermore, part of the water for plant growth in the ecological vegetation hole is supplied by the infiltration of rock cracks, and the excessive water in the side slope seeps out of the side slope through the inlet and outlet pipes, and the self-supply water for plant growth is combined with the side slope drainage.
[0019] Furthermore, the ratio of the expansive concrete mortar that can prevent seepage and increase the bearing capacity of the anchor section is: Water 27-34 parts Sand 100-120 parts Portland cement 50-60 parts Type 2 concrete expansion agent 5-7 parts
[0020] Further, the vegetation growth tube is a non-metallic rigid tube made of anticorrosive and deteriorated PVC material or FRP material.
[0021] Furthermore, the vegetation growth tubes are arranged in a quincunx shape evenly distributed on the supporting net on the side slope surface.
[0022] Further, the small-size water inlet and outlet pipes placed on the lower side of the vegetation growth tube wall are hard material pipes with perforations on the side walls, inserted into the filter layer, and filter plugs are arranged at the nozzles of the filter layer.
[0023] Further, the set filter layer can be set as a one-way filter layer or a two-way filter layer according to the main direction of the water flow in the vegetation growth tube.
[0024] Further, the supporting net is a FRP material net that is not easily degraded.
[0025] Further, the dark green cement mortar ratio is: Iron oxide green 3.5 - 5.5 parts Iron oxide black 0 - 1.5 parts Ordinary portland cement 50 - 60 parts Medium fine sand 100 - 120 parts Water 27 - 34 parts
[0026] Furthermore, the root system or seeds of green plants are resistant to flooding in a water-rich environment, and the corresponding green plants cover a large area.
[0027] When artificially watering nutrient soil in arid areas or dry seasons, small water inlet and outlet pipes can be used to save water and prevent water evaporation, and drip irrigation can reach plant roots or seeds.
[0028] The invention realizes the integration of side slope drainage, reinforcement and greening, and its technical effects are undisputed. The advantages and effects are:
[0029] (1) One end of the plant growth container is inserted into the slope, which naturally absorbs the water in the slope and promotes plant growth.
[0030] (2) Employ the two systems, the green spray anchor support system and the plant propagation and growth system that do not contain polluting materials and are resistant to aging, which complement each other and form an environmentally friendly and highly applicable green protection system.
[0031] (3) The expansive concrete mortar is filled between the anchor rod and the surrounding rock, which further improves the corrosion resistance and anchoring force of the anchor rod. The extension end of the anchor rod that also has a net connection node employs a grid diagonal reinforced FRP material net instead of rusty steel wire mesh, the protection system is firm and durable.
[0032] (4) Use vegetation growth tubes that extend into the side slope and will not rust to cultivate side slope plants, which improves the utilization efficiency of nutrient soil, greatly reduces the load on the side slope surface, and increases the clearance; ecological vegetation holes can replace part of the side slope drainage holes, improve the efficiency of hole and space utilization.
[0033] (5) The vegetation growth tube is equipped with a filter layer and a dual-purpose hard pipe for water inlet and outlet. The combination of side slope drainage and self-supply water for plant growth can effectively prevent nutrient soil loss, rain and drought, and enhance the applicability and durability of the plant culture system
BRIEF DESCRIPTION OF THE DRAWINGS 5 [0034] Figure 1 is a three-dimensional schematic diagram of the present invention;
[0035] Figure 2 is a sectional view of the position A-A of Figure 1;
[0036] Figure 3 is a schematic diagram of a vegetation growth tube.
[0037] Figure 4 is a schematic diagram of the interaction between the expansive concrete mortar and the anchor rod.
[0038] Figure 5 is a schematic diagram of the working principle of the inlet and outlet pipes.
[0039] In the picture: Side slope body (1), supporting net (2), anchor point (3), vegetation growth tube (4), drainage hole (5), green cement mortar (6), plant seedlings (7), anchor Rod or anchor (8), plant seeds (9), nutrient soil (10), pipe cover (11), inlet and outlet pipes (12), filter layer (13), expansive concrete mortar (14), pipe wall holes ( 15).
DESCRIPTION OF THE EMBODIMENTS
[0040] The present invention will be further described below in conjunction with embodiments, but it should not be understood that the scope of the above subject matter of the present invention is limited to the following embodiments. Various substitutions and changes based on common technical knowledge and conventional means in the field without departing from the above technical idea of the present invention should be included in the protection scope of the present invention.
[0041] Example 1:
[0042] An integrated reinforcement method for green ecological side slopes, which is characterized by including the following technical steps:
[0043] 1) Manually clean the surface of the side slope body 1; remove loose rock, soil and debris on the surface of the side slope to make it flat. The method of hanging line positioning can be used to ensure that the side slope surface is relatively flat.
[0044] 2) Drill a number of reinforcement or anchor holes, drainage holes 5, and water-absorbing ecological vegetation holes on the surface of the side slope body 1.
[0045] The ecological vegetation holes are upward anti-dip holes. That is, the axis of the ecological vegetation hole is inclined upward, the inclination angle is generally 30°-60°, the aperture is 10-15cm, and the embedded side slope depth is 8-15cm.
[0046] The drainage hole 5 is a downward inclined hole. That is, the axis of the drain hole 5 is inclined downward,
[0047] The number, shape, size and arrangement of reinforcement or anchor holes, drainage holes 5 and water-absorbing ecological vegetation holes are determined according to design requirements.
[0048] 3) Insert an anchor rod or anchor rivet 8 into the anchor hole. One end of the anchor rod or anchor 8 is embedded in the rock, and the other end extends out of the side slope surface to facilitate subsequent hanging of the net. The anchoring section in the anchoring hole is filled with expansive concrete mortar 14.
[0049] 4) Use anchor rods or anchor rivet to extend the side slope section as the support net node, hang the support net 2, the shape of the support net 2 can be square or rectangle, add a structural stabilization cable in the diagonal direction of the square or rectangular grid.
[0050] 5) Prepare vegetation growth tubes 4 for inserting into the ecological vegetation holes.
[0051] Both ends of the vegetation growth tube 4 are open, one end is the bottom of the tube inserted into the ecological vegetation hole, and the other end is a tube opening exposed to the outside. The size of the vegetation growth tube 4 matches the ecological vegetation hole. The bottom end surface of the vegetation growth tube 4 is flat, that is, the bottom end surface of the tube is perpendicular to the tube diameter.
[0052] The end surface of the nozzle of the vegetation growth tube 4 is inclined. After the vegetation growth tube 4 is inserted into the ecological vegetation hole, the vegetation growth tube 4 is inclined as a whole, and the end surface of the nozzle is parallel to the horizontal plane. The vegetation growth tube 4 is filled with cement mortar and firmly embedded in the side slope.
[0053] 6) The vegetation growth tube 4 is put into the water inlet and outlet pipe 12. The water inlet and outlet pipe 12 leans against the wall of the vegetation growth tube 4. After the water inlet and outlet pipes 12 are put in, an anti-filter layer 13 is provided at the bottom of the vegetation growth tube 4.
[0054] 7) After putting the plant seeds or plant roots into the nutrient soil, fill them into the vegetation growth tube 4. The upper end of the vegetation growth tube 4 1s blocked by a tube cover 11.
[0055] 8) Prepare the dark green cement mortar and spray the green cement mortar onto the side slope surface so that the cement mortar covers the entire surface of the side slope surface supporting net 2 and the surface of the vegetation growth tube 4. The bonding makes the support net, vegetation growth pipe and side slope integration.
[0056] 9) Remove the upper end tube cover 11 of the vegetation growth tube 4, take advantage of natural rainfall or artificial water to moisten the nutrient soil 10, and wait for the plant roots or seeds in the soil to germinate and grow.
[0057] Example 2:
[0058] As shown in Figure 1, the required materials are prepared before construction and transported to the site. Build a construction platform on the surface of side slope 1. Manually clean the surface of the side slope body 1, employ the method of hanging line positioning to ensure the surface of the side slope is relatively flat, and remove the loose rock, soil and debris on the surface of the side slope.
[0059] Determine the number, shape, size and arrangement of the drilling holes on the side slope surface according to the design needs; drilling holes on the surface of the side slope 1. The boreholes are sorted three, side slope reinforcement or anchor holes, drainage holes 5, and water absorbing ecological vegetation holes in the invention. As shown in Figure 2, water-absorbing ecological vegetation holes are drilled, and this type of hole is used to insert the vegetation growth tube 4. The ecological vegetation hole in the present invention is an upward reverse inclined hole. The inclination angle is 30° to 60°, the aperture 1s 10 to 15cm, and the embedded side slope depth is 8 to 15cm. The drainage hole 5 is located at the bottom of the side slope, with a diameter of 5 to 10cm and a positive inclination of 5° to15°, embedded in the side slope.
[0060] The side slope reinforcement or anchoring holes go deep into the rock mass to stabilize the rock formation, and anchor rods 8 are inserted after drilling. As shown in Figure 4, mixing water, sand, portland cement, and type 2 concrete expansion agent in proportion to obtain expansive concrete mortar 14, and the anchoring end of the anchor rod 8 is filled with expansive concrete mortar, which is expansive during the hardening process compared with ordinary cement. On the one hand, it fully fills the internal cracks in the rock and acts as a water-blocking effect on the anchor rod 8, which helps prevent the anchor rod 8 from corroding. On the other hand, the expansive concrete mortar hardening process produces the extrusion effect on rock mass and anchor rod 8, the frictional resistance between the anchor rod 8 and the drilled hole is greater, which can provide greater tensile force. One end of the anchor rod 8 or the anchor rivet protrudes 3 to 4 cm from the side slope surface as an anchor point 3. The not easily - degradable FRP material net is used as the protective net 2 and laid on the side slope surface. The protective net 2 and the anchor rod 8 or anchor rivet are fixed at the anchor point 3, which can be fixed by wire binding. The grid shape can be square or rectangle, and a net line is added in the diagonal direction of the square or rectangle to make the structure more stable. The protective net 2 uses FRP material to replace the steel mesh, which can avoid the problem of corrosion of the steel mesh.
[0061] As shown in Figure 3, non-metallic rigid tubes such as PVC or FRP materials are used to produce vegetation growth tubes 4 inserted into ecological vegetation holes in batches. The upper and lower ends of the vegetation growth tubes 4 are open and the size matches the ecological vegetation holes. The bottom port of the tube is perpendicular to the tube diameter; after the tube axis is placed according to the inclination of the ecological vegetation hole, the top port of the vegetation growth tube is exactly parallel to the horizontal plane, and the vegetation growth tube is arranged in a uniform quincunx shape on the support net of the side slope surface.
[0062] Insert the vegetation growth tube 4 at the bottom of the ecological vegetation hole diagonally upward, and insert the small size hard water inlet and outlet pipe 12 on the lower side of the vegetation growth tube wall; the vegetation growth tube is filled with cement mortar and firmly embedded in the side slope. As shown in Figure 5, the upper end of the lower side small water inlet and outlet pipes is open, and the side wall of the tube at one end deep into the side slope is covered with tube wall holes 15, which play a role similar to that of the bottom hole of a flowerpot for ventilation. It is conducive to the growth of the root system, and it is also convenient for excess water to penetrate into the nutrient soil along the rock cracks of the side slope body 1 on the left as shown in Figure 5, to replenish water for the plants, and excess water will seep out of the side slope along the inlet and outlet pipes 12 (Indicated by the dashed arrow), the ecological vegetation holes have the function of drainage holes, which can reduce the number of drainage holes; meanwhile, in arid areas or dry seasons, when water is artificially supplied to moisten the nutrient soil, small water inlet and outlet pipes can be used to save water and prevent water evaporate and drip irrigation directly to plant roots or seeds (shown by solid arrows).
[0063] Fill nutrient soil 10 in the inside of the vegetation growth tube 4 , which is mixed with vines or lush plant seeds or plant roots 9 that fully cover the side slope after it has grown, and the nutrient soil is cultivated soil, which provides sufficient nutrients for plant growth. When used on side slopes with high water content throughout the year, the cultivated plants should be resistant to water, and the bottom of the nutrient soil can also be set as a one-way filter layer or a two-way filter layer 13 according to the main direction of water flow in the vegetation growth tube; The water inlet and outlet pipes 12 are inserted into the filter layer, and a filter plug is arranged at the nozzle of the filter layer.
[0064] The upper horizontal opening of the container tube is sealed with a tube cover 11. Use non-polluting iron oxide green, iron oxide black, ordinary portland cement, medium-fine sand and water, blend to prepare the dark green cement mortar 6 and spray the green cement mortar 6 onto the side slope surface to make the cement mortar covers the support net and the surface of the vegetation growth tube on the entire side slope surface, so that the support net, the side slope and the vegetation growth tube are bonded into a whole, and the entire side slope appears dark green.
[0065] Remove the tube cover at the upper opening of the vegetation growth tube, use natural rainfall or artificial spray to moisten the nutrient soil in the soil container, and the plant roots or seeds in the soil will germinate and grow; it should be noted that it should be carried out at regular intervals spray water to moisten the plant roots or seeds in the soil to germinate and grow; in areas with abundant rainwater, natural rainwater can be used to ensure the water produced by plants; in hot and arid areas, small-size pipes embedded in the lower side of the vegetation growth tube can be used dripping irrigation on side slopes, which greatly saves water For reservoirs or river side slopes, a water spray system installed on ships can also be used in the consumption. For reservoirs or river side slopes, a water spray system installed on ships can also be used in the river to pressurize the water in the river and spray it onto the side slope surface.
[0066] After cultivating plant roots or seeds for a period of time, wait until the side slope surface is covered by green plants to form a green ecological side slope.

Claims (10)

ConclusiesConclusions 1. Een geïntegreerde versterkingsmethode voor groene ecologische hellingen, met het kenmerk dat ze de volgende technische stappen omvat: 1) Handmatige reiniging van het oppervlak van het hellende lichaam (1) om het waterpas te maken; 1. An integrated reinforcement method for green ecological slopes, characterized in that it comprises the following technical steps: 1) Manual cleaning of the surface of the inclined body (1) to make it level; 2) Boor een aantal ankergaten, afwateringsgaten (5) en waterabsorberende ecologische vegetatiegaten op het oppervlak van het taludlichaam (1); Het ecologische vegetatiegat is een opwaarts anti-dipgat; Het afvoergat (5) is een neerwaarts hellend gat, dat wil zeggen, de as van het afvoergat (5) is neerwaarts hellend; 2) Drill a number of anchor holes, drainage holes (5) and water-absorbing ecological vegetation holes on the surface of the embankment body (1); The ecological vegetation hole is an upward anti-dip hole; The drain hole (5) is a downwardly inclined hole, that is, the axis of the drain hole (5) is downwardly inclined; 3) Een ankerstang of anker (8) wordt in het ankergat gestoken. Een uiteinde van de ankerstang of anker (8) is ingebed in de rots en het andere uiteinde steekt uit het hellingoppervlak om het later ophangen van het net te vergemakkelijken, Het verankeringsgedeelte in het verankeringsgat is gevuld met geëxpandeerde betonmortel(14); 3) An anchor rod or anchor (8) is inserted into the anchor hole. One end of the anchor rod or anchor (8) is embedded in the rock and the other end protrudes from the slope surface to facilitate later hanging of the net. The anchor portion in the anchor hole is filled with expanded concrete mortar (14); 4) Gebruik ankerstangen of ankerspijkers om het hellingsgedeelte uit te breiden als het ondersteunende netwerkknooppunt, en hang het ondersteuningsnetwerk (2) op; 4) Use anchor rods or anchor nails to extend the ramp portion as the support network node, and hang the support network (2); 5) Maken van vegetatiegroeibuizen (4) ingebracht in de ecologische vegetatiegaten; Beide uiteinden van de vegetatiegroeibuis (4) zijn open, het ene uiteinde is de onderkant van de buis die in het ecologische vegetatiegat is gestoken en het andere uiteinde is een mondstuk dat naar buiten is blootgesteld; het onderste uiteinde van de vegetatiegroeibuis (4) is vlak; Het mondstukuiteinde van de vegetatiegroeibuis (4) is hellend; nadat de vegetatiegroeibuis (4) in het ecologische vegetatiegat is gestoken, helt de vegetatiegroeibuis (4) in zijn geheel en het eindoppervlak van het mondstuk is parallel aan het horizontale vlak; de vegetatiegroeibuis (4) De omgeving is gevuld met cementslurry en stevig ingebed in de helling; 5) Making vegetation growth tubes (4) inserted into the ecological vegetation holes; Both ends of the vegetation growth tube (4) are open, one end is the bottom of the tube inserted into the ecological vegetation hole, and the other end is a nozzle exposed to the outside; the lower end of the vegetation growth tube (4) is flat; The nozzle end of the vegetation growth tube (4) is inclined; after the vegetation growth tube (4) is inserted into the ecological vegetation hole, the vegetation growth tube (4) is inclined in its entirety and the end surface of the nozzle is parallel to the horizontal plane; the vegetation growth tube (4) The environment is filled with cement slurry and firmly embedded in the slope; 6) De vegetatiegroeibuis (4) wordt in de waterinlaat- en -uitlaatpijpen (12) geplaatst; nadat de vegetatiegroeibuis (12) in de waterinlaat- en uitlaatpijpen (12) is geplaatst, wordt een filterlaag (13) onderin de vegetatiegroeipijp (4) geplaatst; 6) The vegetation growth tube (4) is placed in the water inlet and outlet pipes (12); after the vegetation growth tube (12) is placed in the water inlet and outlet pipes (12), a filter layer (13) is placed at the bottom of the vegetation growth pipe (4); 7) Nadat je plantenzaden of plantenwortels in de voedingsbodem hebt gedaan, vul je ze in de vegetatiegroeibuis (4); 7) After putting plant seeds or plant roots into the nutrient medium, fill them into the vegetation growth tube (4); 8) Configureer donkergroene cementmortel en spuit de groene cementmortel op het hellingoppervlak zodat de cementmortel het gehele ondersteuningsnet (2) van het hellingoppervlak en het oppervlak van de vegetatiegroeibuis (4) bedekt;8) Configure dark green cement mortar and spray the green cement mortar on the slope surface so that the cement mortar covers the entire support net (2) of the slope surface and the surface of the vegetation growth tube (4); 9) Verwijder de bovenste eindkap (11) van de vegetatiegroeibuis (4), gebruik natuurlijke regenvallen of kunstmatig water om de voedingsbodem (10) te bevochtigen en wacht tot de plantenwortels of zaden in de grond ontkiemen en te groeien.9) Remove the top end cap (11) from the vegetation growth tube (4), use natural rainfall or artificial water to moisten the nutrient substrate (10), and wait for the plant roots or seeds to germinate and grow in the soil. 2. Geïntegreerde versterkingswerkwijze voor groene ecologische hellingen volgens conclusie 1, met het kenmerk, dat: een deel van het door planten gekweekte water in de ecologische vegetatiegaten wordt geïnfiltreerd en opnieuw wordt gevuld door rotsscheuren, en overtollig water in het talud naar buiten sijpelt via de inlaat- en uitlaatleidingen. Helling, plantengroei zelfvoorzienend water gecombineerd met hellingafvoer.An integrated green ecological slope reinforcement method according to claim 1, characterized in that : a portion of the plant-grown water is infiltrated into the ecological vegetation holes and refilled by rock cracks, and excess water in the slope seeps out through the inlet and outlet pipes. Slope, plant growth self-sufficient water combined with slope drainage. 3. Werkwijze voor geïntegreerde wapening op een groene ecologische helling volgens conclusie 2, met het kenmerk, dat de verhouding van de expansieve betonmortel is: Water: 27 ~ 34 delen Zand: 100 ~ 120 delen Portlandcement: 50 ~ 60 delen [IBetonexpansiemiddel: 5-7 delen.The method of integrated reinforcement on a green ecological slope according to claim 2, characterized in that the ratio of the expansive concrete mortar is: Water: 27 ~ 34 parts Sand: 100 ~ 120 parts Portland cement: 50 ~ 60 parts [I Concrete expanding agent: 5 -7 parts. 4. Groene ecologische helling geintegreerde versterkingswerkwijze volgens conclusie 3, met het kenmerk, dat: het materiaal van de vegetatiegroeibuis PVC-materiaal of FRP-materiaal is met corrosiebestendigheid.The green ecological slope integrated reinforcement method according to claim 3, characterized in that : the material of the vegetation growth tube is PVC material or FRP material with corrosion resistance. 5. Geïntegreerde versterkingswerkwijze voor een groen ecologisch zijde-talud volgens conclusie 3, waarbij de vegetatiegroeibuis in een pruimenbloesemvorm gelijkmatig verdeeld over het ondersteuningsnet op het oppervlak van het talud is aangebracht.Integrated reinforcement method for a green ecological silk slope according to claim 3, wherein the vegetation growth tube in a plum blossom shape is arranged evenly distributed over the support net on the surface of the slope. 6. Geïntegreerde versterkingswerkwijze voor groene ecologische hellingen volgens conclusie 3, met het kenmerk dat: de kleine inlaat- en uitlaatpijpen die aan de onderzijde van de vegetatiegroeipijpwand zijn geplaatst, harde materiaalpijpen zijn met perforaties op de zijwanden, en omgekeerd ingebracht. In de filterlaag zit een filterplug aan de monding van de filterlaag.An integrated green ecological slope reinforcement method according to claim 3, characterized in that : the small inlet and outlet pipes placed at the bottom of the vegetation growth pipe wall are hard material pipes with perforations on the side walls, and inserted in reverse. The filter layer contains a filter plug at the mouth of the filter layer. 7. Geïntegreerde versterkingswerkwijze voor groene ecologische taluds volgens conclusie 3, met het kenmerk, dat: de uitgeharde filterlaag als eenrichtingsfilterlaag of volgens de hoofdrichting van de waterstroom in de vegetatiegroeibuis kan worden ingesteld. Tweeweg filterlaag.The integrated strengthening method for green ecological slopes according to claim 3, characterized in that : the cured filter layer can be set as a unidirectional filter layer or according to the main direction of the water flow in the vegetation growth tube. Two way filter layer. 8. Geïntegreerde versterkingswerkwijze voor groene ecologische hellingen volgens conclusie 3, met het kenmerk dat: het ondersteuningsnet een niet gemakkelijk afbreekbaar FRP-materiaalnet is.An integrated green ecological slope reinforcement method according to claim 3, characterized in that : the support net is a non-degradable FRP material net. 9. Geïntegreerde versterkingsmethode voor groene ecologische hellingen volgens conclusie 3, met het kenmerk, dat: de donkergroene cementmortel is gemaakt van groene ijzeroxide,The integrated green ecological slope reinforcement method according to claim 3, characterized in that : the dark green cement mortar is made of green iron oxide, zwarte ijzeroxide en gewoon portlandcement, een mengsel van middelgroot en fijn zand.black iron oxide and ordinary portland cement, a mixture of medium and fine sand. 10. Geïntegreerde versterkingswerkwijze voor groene ecologische hellingen volgens conclusie 3, met het kenmerk, dat: de wortels of zaden van groene planten bestand zijn tegen overstromingen in een waterrijke omgeving, en de bijbehorende groene planten een groot gebied bedekken; Wanneer u kunstmatig water toevoert om de voedingsbodem in droge gebieden of droge seizoenen te bevochtigen, gebruik dan kleine waterinlaat- en uitlaatpijpen om water te besparen en waterverdamping te voorkomen, en de druppelirrigatie die rechtstreeks naar wortels of zaden leiden.An integrated green ecological slope reinforcement method according to claim 3, characterized in that : the roots or seeds of green plants are resistant to flooding in a wetland environment, and the associated green plants cover a large area; When supplying artificial water to moisten the nutrient soil in arid regions or dry seasons, use small water inlet and outlet pipes to save water and prevent water evaporation, and the drip irrigation that leads directly to roots or seeds.
NL2027085A 2020-12-10 2020-12-10 An integrated reinforcement method for green ecological side slope NL2027085B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
NL2027085A NL2027085B1 (en) 2020-12-10 2020-12-10 An integrated reinforcement method for green ecological side slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
NL2027085A NL2027085B1 (en) 2020-12-10 2020-12-10 An integrated reinforcement method for green ecological side slope

Publications (1)

Publication Number Publication Date
NL2027085B1 true NL2027085B1 (en) 2021-08-23

Family

ID=77411329

Family Applications (1)

Application Number Title Priority Date Filing Date
NL2027085A NL2027085B1 (en) 2020-12-10 2020-12-10 An integrated reinforcement method for green ecological side slope

Country Status (1)

Country Link
NL (1) NL2027085B1 (en)

Similar Documents

Publication Publication Date Title
CN106900342B (en) Integrated semi-lithologic high slope vegetation reconstruction protection method
CN104314087B (en) A kind of side-slope greening and protection structure and construction method thereof
CN108589743B (en) Ecological geogrid for slope protection
CN108951667B (en) Integrated reinforcing method for green ecological side slope
CN208266847U (en) Quickly repair structure in Gullied suitable for Canal in Loess Area
CN107100176B (en) A kind of expressway slope greening system
CN114351733A (en) Rock slope vegetation system and vegetation planting construction method
CN105625443A (en) High-steep soil nail grass planting slope protection structure system and construction method thereof
CN106480892A (en) Grass planting protective slope structure and construction method suitable for mountainous area highway rock side-slope
CN110219310A (en) Drainage pipe combines the frame grid type vegetation soil cement bank protecting method and facility of the multi-functional reinforced bands that draw water
CN210151758U (en) Side slope ecological protection structure with water storage and supply system
CN111593748A (en) Ecological protection structure of broken rock abrupt slope and construction method thereof
CN206681026U (en) Side slope
CN113216222A (en) Green plant ecological side slope protection system with communication structure and construction method thereof
CN109208618A (en) A kind of ecological restoring method for concrete slope
CN109618741B (en) Greening grid device for rock slope and construction method thereof
NL2027085B1 (en) An integrated reinforcement method for green ecological side slope
CN114790751B (en) Fruit and mud composite ecological slope protection structure and construction method thereof
CN114402850B (en) Construction method suitable for vegetation restoration of bare rock slope
CN113950893B (en) Vegetation greening structure suitable for various side slopes
CN108589746A (en) A kind of green method for spraying anchor and ecological vegetation and being combined
CN212324853U (en) Slope planting technique V type groove
CN212506332U (en) Slope anchor hanging net structure
KR20080092594A (en) A slope greening method using porous material and planting mat
WO2019218133A1 (en) Method for green slope protection with combined spray anchor and ecological vegetation