CN104805853A - Ecological slope protection method based on branch reinforcement and dry hard clay principle - Google Patents
Ecological slope protection method based on branch reinforcement and dry hard clay principle Download PDFInfo
- Publication number
- CN104805853A CN104805853A CN201510249478.2A CN201510249478A CN104805853A CN 104805853 A CN104805853 A CN 104805853A CN 201510249478 A CN201510249478 A CN 201510249478A CN 104805853 A CN104805853 A CN 104805853A
- Authority
- CN
- China
- Prior art keywords
- clay
- side slope
- branch
- slope
- principle
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G22/00—Cultivation of specific crops or plants not otherwise provided for
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Cultivation Of Plants (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention provides an ecological slope protection method based on a branch reinforcement and dry hard clay principle. The ecological slope protection method comprises the following steps: flatting a slope surface; taking and sieving clay; taking and processing rice straws; adding water to mix the clay and the rice straws to form a fluidic plastic clay mixture; constructing the slope surface; pressing branches therein; sowing grass seeds through spray sowing; constructing drain holes; covering a geotechnical curing membrane. The ecological slope protection method is low in construction requirement, simple and feasible; the ecological slope protection method is used for controlling shallow slope diseases, the damage caused by rainfall erosion to the slope surface can be effectively reduced, and the slope surface is protected to promote vegetation greening; construction materials, namely the rice straws and thin branches are decomposed for plant absorption, so that resource recycling is realized and the environment is not polluted; therefore, the ecological slope protection method is of great significance for slope protection construction, ecological civilization construction and sustainable development.
Description
Technical field
The invention belongs to geotechnical engineering side slope protection field, particularly relate to a kind of ecological bank protecting method of shallow-layer slide slope disease punishment.
Background technology
Side slope is a kind of common surface configuration.Stable side slope will be brought benefit to the mankind, and bring safe environment to the production of people, life; But side slope is once unstability, its disaster will be very serious.At present, the attention that large-scale slope instability causes everybody enough, but a lot of people have ignored the impact of the small-sized slope instability of shallow-layer.The small-sized side slope of shallow-layer, except having the characteristics such as sudden, speed is fast, quantity is many, is brought outside danger to the life of the people, property, trip facility, ripely talks about " causeway is burst in ant cave ", and the small-sized landslide of shallow-layer causes the main source of the unstability of large-scale side slope especially.Overwhelming majority large-sized artificial side slope (embankment and execavated rockmass) all designs according to safety standard in the design, but but often still slump unstability occurs, and major part of tracing it to its cause eventually all from outward appearance to inner essence develops.Analyze its reason, be mainly divided into three aspects, one, shallow-layer slope, side slope middle and lower part body produces shallow-layer slump by external factors such as rainwater, and upper slope loses and supports and produce whole slide formation Large Deep landslide; It two is domaticly subject to rainwater erosion, serious to the infiltration of slope body inside, causes slope soil or weak structural face shear strength to reduce, and produces Large Deep landslide; Its three, the special soil body, due to the strong variations of weather, from outward appearance to inner essence produces drying shrinkage or expansion, causes major landslip.Therefore in design side slope, must the strict improvement considering shallow-layer face.By administering shallow-layer face, and eradicate may shallow-layer weak spot from outward appearance to inner essence; By administering shallow-layer face, and reach improvement water infiltrating to slope, deep body; By administering shallow-layer face, and slowing down slope body internal steam strong variations, slowing down the deformation of special soils, ensureing the stable of slope soil.
Existing side slope surface administering method, of a great variety, as direct turfing, grass seeds of sowing grass seeds by duster, hang Three-Dimensional Network Seeding, thick photoresist grass planting, plant biological bag etc.Be that method all has some shortcomings: as direct turfing intricate operation, the time is long, and it is large to transplant turf transport amount, after transplanting, scour resistance is weak, fails to slow down rain infiltration and erosion slope body within a very long time; Sow grass seeds by duster grass seeds, directly grass seeds is sowed grass seeds by duster in side slope, low price, easy construction, but side slope surface does not possess erosion resistibility, and grass seeds affects by rainwater wind, survival rate is not high, DeGrain; Thick photoresist grass planting, extension Three-Dimensional Network Seeding, plant biological bag are all utilize carrier to be afforested in side slope by grass seeds etc., play good firm domatic effect, but thick photoresist is higher with extension three dimensional network cost, and the plastic products materials such as three dimensional network have certain destruction to ecological environment, plant biological bag bank protection rainwater is domatic from the gap seepage scour between plant biological bag, domatic antiscour DeGrain.In a word, current slope protection greening method is various, respectively has pluses and minuses, has utilization to side slope protection, and achieves good effect.But not yet have at present a kind of possess cheap, erosion resistibility strong, construction simple, impermeability is strong, method to multiple advantages such as zero environmental.
Summary of the invention
The object of the invention is to the deficiency existed for current punishment shallow-layer side slope, provide a kind of ecological bank protecting method based on branch reinforcement and the stiff principle of clay.This ecological bank protecting method construction requirement is low, simple; effectively can reduce the destruction of side slope surface Rainfall simulator erosion, protect domatic promotion greening vegetation; one of its construction material---thin branch decomposition realizes resource circulation utilization for plant absorption; free from environmental pollution again, great to side slope construction of prevention work, Ecological Civilization Construction and Significance of Sustainable Development.
To achieve these goals, this invention takes following technical scheme:
For punishing the ecological bank protecting method based on branch reinforcement and the stiff principle of clay of shallow-layer slide slope disease, comprise the following steps:
Step one, determine side slope type and slope gradient:
Be that severely-weathered above rock side slope or soil-slope are repaired to rate of decay, make the slope leveling of side slope, and slope gradient be not suddenly in 1:0.75; Then to sprinkle water moistening side slope top layer;
Step 2, finds containing little, the tough clay of gravel amount at the construction field (site), and simply sieves clay, rejects particle diameter and is greater than 5mm coarse granule;
Step 3, finds rice straw nearby, or gathers in season peasant and collect in a large number, and rice straw working cut is become certain length;
Step 4, clay and the rice straw of last acquisition in step 2, three add water and other auxiliary materials, stir, until clay mixture is stream mould shape;
Step 5, evenly paves the Fluidal plastic clay compound obtained in step 4 on smooth good side slope surface;
Step 6, the side slope surface of the Fluidal plastic clay compound paved through step 5 is pressed into thin branch, and is all pressed by thin branch and imbed in Fluidal plastic clay compound, then floating side slope surface;
Step 7, floating side slope surface evenly sprays grass seeds;
Step 8, carries out holing and installing tapping pipe at the toe place of side slope;
Step 9, finally covers geotechnological curing film at the side slope surface spraying grass seeds, carries out routine servicing management (watering).
Ecological bank protecting method of the present invention effectively utilizes clay dry knot strength large, the strong advantage of impermeability, and the rice straw in compound solves the dry and hard cracking of clay water loss and the saturated rear clay erosion resistibility of rainfall obviously reduces problem, the press-in of thin branch solves clay mixture in domatic construction early stage wiggly slippage problem afterwards, play integral reinforced skeleton function simultaneously and can resist storm and rainfall rear panel stream washes away domatic, consider that rice straw, carefully branch are converted into organic fertilizer for a long time after the soil body decomposes in addition, accelerate side slope vegetation greening; It is that a kind of anti-Rainfall simulator erosion ability is strong, impermeability is strong, effectively reduce slope soil by external climate impact, promote vegetation growth, to zero environmental, construct novel ecological slope protection method simple, cheap.
The present invention is further described, and in step 3, described certain length is that 2 ~ 10cm is long, and according to the adjustment of construction employing method, it is 2 ~ 5cm that machinery sprays, and Manual length gets 5 ~ 10cm.In the test of reality, rice straw length longer for domatic erosion resistibility and resistance to overturning much better, but oversize whipping process is not easy evenly, and consumed energy is very large, final Manual length gets 5 ~ 10cm, machinery sprays and there will be holddown possibility owing to considering that length is long, and therefore rice straw gets 2 ~ 5cm.
The present invention is further described, and in step 4, other described auxiliary materials comprise the nutritious fertilizer required for side slope surface greening.The fertilizer of described nutritious fertilizer needed for conventional vegetation growth, mainly according to the fertilizer components needing interpolation dissimilar of the vegetation grass seeds of sowing grass seeds by duster below, such as azophoska, calcareous fertilisers, fertiliser containing magnesium etc.In addition, clay mixture being added water stirs into stream and moulds shape, and because the soil property of various places is different, its water yield added is also different, therefore, before carrying out step 4, needs to carry out soil test, measures the liquid limit value of the soil body; And then in clay mixture, add water to the water requirement stirring modulation of liquid limit value institute, obtain Fluidal plastic clay compound.
The present invention is further described, and in step 5, the thickness of the Fluidal plastic clay compound that paves is 10 ~ 15cm.The thickness paved can vary in different localities, and the paving thickness as rock side slope or grittiness side slope can get maximum value (about 15cm), and the paving thickness of Clay Slopes can get minimum value (about 10cm).Certainly, in practice of construction process, not necessarily these numerical value are extremely accurate to, can slightly deviation in the reasonable scope.
The present invention is further described, and in step 6, the diameter specifications of described thin branch is less than or equal to 1/3rd of the thickness of the Fluidal plastic clay compound paved on side slope surface.The pressing direction of the thin branch of described press-in be transverse direction press-in along side slope surface and be pressed into thin branch be spaced apart 10 ~ 20cm.The press-in interval of thinner branch can get the small value, and the press-in interval of thicker branch can take large values, and namely can determine according to condition of construction.The thin branch that the present invention adopts can be the branch of various trees, mainly can gather materials on the spot, can select to be selected from wicker, pine branch, longan branch, lichee branch, Ramulus Pruni Salicinae, peach branch, pear tree branch etc.Meanwhile, the longer the better for the joint length of thin branch, and the length of thin branch is more long is more beneficial to the stable of side slope and globality.
In addition, in the floating operation of step 6, its concrete operations are for can directly shakeout side slope at the very useful long handle iron of side slope toe or slope in short side slope; If in comparatively high slope, should arrange platform every 10m height, then constructor can shakeout side slope on plain stage of slope.Side slope surface is shakeout and can be beneficial to strengthen rainwater surface current, thus reduction is washed away domatic.
The present invention is further described, sowing grass seeds by duster in grass seeds operation in step 7, if the hard compound of grass seeds can being beated in gently of grass seeds quality domatic on, if grass seeds is softer and can not be stressed, then can suitably mixture moisture content heightened, floating domatic after to sow grass seeds by duster immediately grass seeds.
The present invention is further described, and in step 8, described tapping pipe is that φ 100PVC manages; In the upside of tapping pipe and left and right sides perforate, and wrap up anti-filter in tapping geotextiles, fill rubble in pipe simultaneously; Described tapping pipe gos deep into more than slope soil 50cm.
The present invention is further described, and in step 9, described geotechnological curing film is 10 ~ 15g/m
2non-woven geotextile.This non-woven geotextile has thin, Permeable characteristic function; When small-sized rainfall, rain infiltration can be allowed, supply grass seeds moisture; Large rainfall arrives rainwater can be prevented domatic strong sputter, does not affect the growth of domatic grass planting quilt simultaneously.
Advantage of the present invention:
Above-mentioned domatic ecological protection method provided by the invention, can complete construction at the scene, and large-area construction can also utilize mix place to carry out mix in advance, recycling slush pump sprays in side slope surface, and press-in branch, installs tapping pipe, floating domatic after to sow grass seeds by duster grass seeds, last covered protection film.The mutual effect of this method is mainly reflected in the following aspects:
(1) make full use of Fluidal plastic clay domatic in the powerful dry strength effect protection of the stiff rear formation of dehydration, avoid by rainwash, erosion resistibility is strong;
(2) after utilizing clay dry and hard, soil body compactness is high, and transmission coefficient is little, and available protecting slope body ground is by rainwater and strong sunlight effect, especially weak structural face and Special soil, more obvious to the protection effect of side slope;
(3) utilize the fibroid of rice straw, in clay, add rice straw form clay mixture, avoid clay dry and hard shrinks cracking, while when washing away and the mutual bonding of clay, solve the saturated rear clay erosion resistibility of rainfall and obviously reduce problem;
(4) utilize the viscosity of Fluidal plastic clay to be adsorbed on clay by the grass seeds of recently sowing grass seeds by duster, avoid wind or rainwater to the interference of grass seeds, effectively improve domatic green percentage;
(5) utilize water content and the water retention of Fluidal plastic clay compound, the compound that small-sized rainfall or nourishment water absorbs moisture, absorbs, meet the water demand of grass seeds germinating growth for grass seeds, effectively improves vegetation survival rate;
(6) that utilize branch with frictional property that is clay, press-in Fluidal plastic clay can realize seamless parcel, forms a strong slope protection cover, strengthens and resists southern storm wind heavy showers ability;
(7) utilize branch skeleton reinforcement performance to make up the dry and cracked shortcoming of dehydration of the soil body simultaneously, increase the shear strength of domatic layer simultaneously, effectively reduce small side hill wash and to collapse possibility;
(8) utilize rice straw, branch organic fertilizer characteristic be converted into vegetation grow up needed for nutrient, ecological, environmental protective, branch substantially decomposes rear vegetation and has also grown, and vegetation grass roots and the domatic soil body are lumped together, possesses permanent antiscour effect;
(9) utilize branch scour resistance, when the domatic exposed part branch of rain drop erosion, branch effectively can block the further erosion of rainwater to side slope clay mixture;
(10) floating to mixture, be beneficial to draining, reduce washing away and infiltrating side slope surface;
(11) utilize geotechnological curing film to effectively reduce and constructed front couple of days heavy showers to not yet stiff slope wash, ensure that side slope possesses high-strength erosion resistibility from the beginning to the end.
Accompanying drawing explanation
Fig. 1 is side slope surface design drawing of the present invention;
Fig. 2 is side slope surface working design elevation.
Detailed description of the invention
Below in conjunction with drawings and Examples, specific embodiments of the invention are described in further detail.Following examples for illustration of the present invention, but are not used for limiting the scope of the invention.
Embodiment 1
A kind of ecological bank protecting method based on branch reinforcement and the stiff principle of clay of the rock side slope application of the present embodiment more than the rate of decay that slope gradient is 1:1.0 is severely-weathered, comprises the following steps: smooth domatic; Get clay and screening; Get rice straw and processing; Mix clay; Domatic construction; Press-in branch; To sow grass seeds by duster grass seeds; Construction spilled water hole; Cover geotechnological curing film.Below will do one to each step to introduce in detail:
Step one, determine side slope type and slope gradient:
The rate of decay being 1:1.0 to slope gradient is that severely-weathered above rock side slope is repaired, and makes the slope leveling of side slope; Then to sprinkle water moistening side slope top layer;
Step 2, finds containing little, the tough clay of gravel amount at the construction field (site), and simply sieves clay, rejects particle diameter and is greater than 5mm coarse granule; If (in granule shape cohesive soil, need water in advance to soak, until softening in group.Gravelly soil or clay granule, do not possess viscosity or viscosity is less, is easily separated during rain drop erosion, loses antiscour effect)
Step 3, finds rice straw nearby, or peasant gathers in season and collects in a large number, and is become by rice straw working cut 10cm long;
Step 4, adds water and the nutritious fertilizer required for side slope surface greening in the clay of last acquisition in step 2, three and rice straw, stirs, until clay mixture is stream mould shape;
Step 5, by the Fluidal plastic clay compound obtained in step 4 by manually evenly paving on smooth good side slope surface; The thickness of Fluidal plastic clay compound of paving is 15cm;
Step 6, the side slope surface of the Fluidal plastic clay compound paved through step 5 is pressed into thin branch, and is all pressed by thin branch and imbed in Fluidal plastic clay compound, then floating side slope surface;
Step 7, floating side slope surface evenly sprays grass seeds;
Step 8, carries out holing and installing tapping pipe at the toe place of side slope;
Step 9, finally covers 10g/m at the side slope surface spraying grass seeds
2non-woven geotextile, carry out routine servicing management.
In step 6, the diameter specifications of described thin branch is less than or equal to 1/3rd of the thickness of the Fluidal plastic clay compound paved on side slope surface.The pressing direction of the thin branch of described press-in be transverse direction press-in along side slope surface and be pressed into thin branch be spaced apart 10cm.
In step 8, described tapping pipe is that φ 100PVC manages; In the upside of tapping pipe and left and right sides perforate, and wrap up anti-filter in tapping geotextiles, fill rubble in pipe simultaneously; Described tapping pipe gos deep into more than slope soil 50cm.
Embodiment 2
The present embodiment is a kind of ecological bank protecting method based on branch reinforcement and the stiff principle of clay of the soil-slope application of 1:0.75 at slope gradient, comprises the following steps: smooth domatic; Get clay and screening; Get rice straw and processing; Mix clay; Domatic construction; Press-in branch; To sow grass seeds by duster grass seeds; Construction spilled water hole; Cover geotechnological curing film.Below will do one to each step to introduce in detail:
Step one, determine side slope type and slope gradient:
The soil-slope that slope gradient is 1:0.75 is repaired, makes the slope leveling of side slope; Then to sprinkle water moistening side slope top layer;
Step 2, finds containing little, the tough clay of gravel amount at the construction field (site), and simply sieves clay, rejects particle diameter and is greater than 5mm coarse granule; If (in granule shape cohesive soil, need water in advance to soak, until softening in group.Gravelly soil or clay granule, do not possess viscosity or viscosity is less, is easily separated during rain drop erosion, loses antiscour effect)
Step 3, finds rice straw nearby, or peasant gathers in season and collects in a large number, and is become by rice straw working cut 2cm long;
Step 4, adds water and the nutritious fertilizer required for side slope surface greening in the clay of last acquisition in step 2, three and rice straw, stirs, until clay mixture is stream mould shape;
Step 5, evenly paves the Fluidal plastic clay compound obtained in step 4 on smooth good side slope surface by slush pump; The thickness of Fluidal plastic clay compound of paving is 10cm;
Step 6, the side slope surface of the Fluidal plastic clay compound paved through step 5 is pressed into thin branch, and is all pressed by thin branch and imbed in Fluidal plastic clay compound, then floating side slope surface;
Step 7, floating side slope surface evenly sprays grass seeds;
Step 8, carries out holing and installing tapping pipe at the toe place of side slope;
Step 9, finally covers 13g/m at the side slope surface spraying grass seeds
2non-woven geotextile, carry out routine servicing management.
In step 6, the diameter specifications of described thin branch is less than or equal to 1/3rd of the thickness of the Fluidal plastic clay compound paved on side slope surface.The pressing direction of the thin branch of described press-in be transverse direction press-in along side slope surface and be pressed into thin branch be spaced apart 20cm.
In step 8, described tapping pipe is that φ 100PVC manages; In the upside of tapping pipe and left and right sides perforate, and wrap up anti-filter in tapping geotextiles, fill rubble in pipe simultaneously; Described tapping pipe gos deep into more than slope soil 50cm.
Embodiment 3
A kind of ecological bank protecting method based on branch reinforcement and the stiff principle of clay of the rock side slope application of the present embodiment more than the rate of decay that slope gradient is 1:1.2 is severely-weathered, comprises the following steps: smooth domatic; Get clay and screening; Get rice straw and processing; Mix clay; Domatic construction; Press-in branch; To sow grass seeds by duster grass seeds; Construction spilled water hole; Cover geotechnological curing film.Below will do one to each step to introduce in detail:
Step one, determine side slope type and slope gradient:
The rate of decay being 1:1.2 to slope gradient is that severely-weathered above rock side slope is repaired, and makes the slope leveling of side slope; Then to sprinkle water moistening side slope top layer;
Step 2, finds containing little, the tough clay of gravel amount at the construction field (site), and simply sieves clay, rejects particle diameter and is greater than 5mm coarse granule; If (in granule shape cohesive soil, need water in advance to soak, until softening in group.Gravelly soil or clay granule, do not possess viscosity or viscosity is less, is easily separated during rain drop erosion, loses antiscour effect)
Step 3, finds rice straw nearby, or peasant gathers in season and collects in a large number, and is become by rice straw working cut 5cm long;
Step 4, adds water and the nutritious fertilizer required for side slope surface greening in the clay of last acquisition in step 2, three and rice straw, stirs, until clay mixture is stream mould shape;
Step 5, evenly paves the Fluidal plastic clay compound obtained in step 4 on smooth good side slope surface by artificial or slush pump; The thickness of Fluidal plastic clay compound of paving is 13cm;
Step 6, the side slope surface of the Fluidal plastic clay compound paved through step 5 is pressed into thin branch, and is all pressed by thin branch and imbed in Fluidal plastic clay compound, then floating side slope surface;
Step 7, floating side slope surface evenly sprays grass seeds;
Step 8, carries out holing and installing tapping pipe at the toe place of side slope;
Step 9, finally covers 15g/m at the side slope surface spraying grass seeds
2non-woven geotextile, carry out routine servicing management.In step 6, the diameter specifications of described thin branch is less than or equal to 1/3rd of the thickness of the Fluidal plastic clay compound paved on side slope surface.The pressing direction of the thin branch of described press-in be transverse direction press-in along side slope surface and be pressed into thin branch be spaced apart 15cm.
In step 8, described tapping pipe is that φ 100PVC manages; In the upside of tapping pipe and left and right sides perforate, and wrap up anti-filter in tapping geotextiles, fill rubble in pipe simultaneously; Described tapping pipe gos deep into more than slope soil 50cm.
Embodiment 4
The present embodiment is severely-weathered rock side slope and a kind of ecological bank protecting method based on branch reinforcement and the stiff principle of clay of applying of slope gradient comparatively steep (1:0.75 ~ 1:1.0) in side slope, comprises the following steps: smooth domatic; Get clay and screening; Get rice straw and processing; Mix clay; Fixing branch; Domatic construction; To sow grass seeds by duster grass seeds; Construction spilled water hole; Cover geotechnological curing film.
Step one, when side slope be severely-weathered rock side slope and slope gradient comparatively steep (1:0.75 ~ 1:1.0) time (side slope is excessively steep, and severely-weathered rock side slope Rock rigidity is large, flow plastic clay be difficult to stick to domatic on); Smooth domatic, moistening side slope top layer of then sprinkling water;
Step 2, with steel nail or sharp bamboo nail step one domatic on fix thin branch;
Step 3 and step 4, step 5 are consistent with " step 2, step 3, step 4 " in embodiment 1 respectively;
Step 6, the Fluidal plastic clay compound obtained in step 5 is evenly paved in the side slope surface fixing thin branch by artificial or slush pump, and carry out floating, owing to securing branch in advance, therefore cohesive soil relies on branch to be easy to stick to side slope surface.
Step 7-step 9 is consistent with " step 7-step 9 " in embodiment 1.
After above-described embodiment 1-4 constructs, run into the continuous weather that is exposed to the sun for a long time more than one week, need carry out suitable moisturizing to domatic, moisturizing is spray form, avoids clay moisture excess flow lose and affect rooting of vegetation.After one week, because soil body dry knot strength is large, erosion resistibility is strong, meets rainwater weather, and small-sized landslide reduces more than 95%, and soil erosion reduces more than 90%, and grass seeds is kept at original position more than 85%.After 1 month, vegetation roots substantially, and meet rainwater weather, water and soil does not run off substantially.After 3 months, slope vegetation development is in certain scale, and water and soil is not in loss, and slope wash flowing water clarity is high.After 6 months, vegetation is luxuriant, and slope protection is fully formed, vegetation coverage more than 95%, effect highly significant.
By the practical application of embodiment, a kind of novel ecological slope protection method based on branch reinforcement and the stiff principle of clay provided by the invention, effectively play clay mixture stream by above-mentioned steps and mould the large and branch reinforcement skeleton function of dry knot strength, and both are combined, avoid cohesive soil and dry and hard be full of cracks occurs, improve soil body tension, shearing resistance, drought-resistant ability, ultimately provide a kind of novel ability to resist splash erosion strong, effective deadening atmospheric precipitation etc. affects slope body, reinforce domatic, accelerate vegetation growth, construction is simple, cheap side slope surface protection new method.
The above is only the preferred embodiment of the present invention; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the technology of the present invention principle; can also make some improvement and modification, these improve and modification also should be considered as protection scope of the present invention.
Claims (8)
1. based on an ecological bank protecting method for branch reinforcement and the stiff principle of clay, it is characterized in that, the method is the ecological bank protecting method of punishment shallow-layer slide slope disease, comprises the following steps:
Step one, determine side slope type and slope gradient:
Be that severely-weathered above rock side slope or soil-slope are repaired to rate of decay, make the slope leveling of side slope, and slope gradient be not suddenly in 1:0.75; Then to sprinkle water moistening side slope top layer;
Step 2, finds containing little, the tough clay of gravel amount at the construction field (site), and simply sieves clay, rejects particle diameter and is greater than 5mm coarse granule;
Step 3, finds rice straw nearby, or gathers in season peasant and collect in a large number, and rice straw working cut is become certain length;
Step 4, clay and the rice straw of last acquisition in step 2, three add water and other auxiliary materials, stir, until clay mixture is stream mould shape;
Step 5, evenly paves the Fluidal plastic clay compound obtained in step 4 on smooth good side slope surface;
Step 6, the side slope surface of the Fluidal plastic clay compound paved through step 5 is pressed into thin branch, and is all pressed by thin branch and imbed in Fluidal plastic clay compound, then floating side slope surface;
Step 7, floating side slope surface evenly sprays grass seeds;
Step 8, carries out holing and installing tapping pipe at the toe place of side slope;
Step 9, finally covers geotechnological curing film at the side slope surface spraying grass seeds, carries out routine servicing management.
2. the ecological bank protecting method based on branch reinforcement and the stiff principle of clay according to claim 1, is characterized in that, in step 4, other described auxiliary materials comprise the nutritious fertilizer required for side slope surface greening.
3. the ecological bank protecting method based on branch reinforcement and the stiff principle of clay according to claim 1, is characterized in that, in step 3, described certain length is that 2 ~ 10cm is long, according to the adjustment of construction employing method, it is 2 ~ 5cm that machinery sprays, and Manual length gets 5 ~ 10cm.
4. the ecological bank protecting method based on branch reinforcement and the stiff principle of clay according to claim 1, it is characterized in that, in step 5, the thickness of the Fluidal plastic clay compound that paves is 10 ~ 15cm.
5. the ecological bank protecting method based on branch reinforcement and the stiff principle of clay according to claim 3, it is characterized in that, in step 6, the diameter specifications of described thin branch is less than or equal to 1/3rd of the thickness of the Fluidal plastic clay compound paved on side slope surface.
6. the ecological bank protecting method based on branch reinforcement and the stiff principle of clay according to claim 1 or 4, it is characterized in that, in step 6, the pressing direction of the thin branch of described press-in be transverse direction press-in along side slope surface and be pressed into thin branch be spaced apart 10 ~ 20cm.
7. the ecological bank protecting method based on branch reinforcement and the stiff principle of clay according to claim 1, it is characterized in that, in step 8, described tapping pipe is that φ 100PVC manages; In the upside of tapping pipe and left and right sides perforate, and wrap up anti-filter in tapping geotextiles, fill rubble in pipe simultaneously; Described tapping pipe gos deep into more than slope soil 50cm.
8. the ecological bank protecting method based on branch reinforcement and the stiff principle of clay according to claim 1, it is characterized in that, in step 9, described geotechnological curing film is 10 ~ 15g/m
2non-woven geotextile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510249478.2A CN104805853B (en) | 2015-05-15 | 2015-05-15 | A kind of ecological bank protecting method based on the stiff principle of branch reinforcement and clay |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510249478.2A CN104805853B (en) | 2015-05-15 | 2015-05-15 | A kind of ecological bank protecting method based on the stiff principle of branch reinforcement and clay |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104805853A true CN104805853A (en) | 2015-07-29 |
| CN104805853B CN104805853B (en) | 2017-01-04 |
Family
ID=53691022
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510249478.2A Expired - Fee Related CN104805853B (en) | 2015-05-15 | 2015-05-15 | A kind of ecological bank protecting method based on the stiff principle of branch reinforcement and clay |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104805853B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107460884A (en) * | 2017-09-30 | 2017-12-12 | 中铁十六局集团第工程有限公司 | A kind of careless cage reinforcement spray-up ecological slope protection structure and its construction method |
| CN107601975A (en) * | 2017-08-21 | 2018-01-19 | 安徽省康宇水电机械成套设备有限公司 | A kind of environmental stalk revetment brick preparation method |
| CN114086578A (en) * | 2021-12-24 | 2022-02-25 | 广西交通职业技术学院 | Ecological slope protection method based on rice straw mixture |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11131482A (en) * | 1997-10-31 | 1999-05-18 | Suzuken Kk | Method of protecting and greening slope face with cut wood |
| CN103798047A (en) * | 2014-02-27 | 2014-05-21 | 黄鹤平 | Greening spray planting method |
-
2015
- 2015-05-15 CN CN201510249478.2A patent/CN104805853B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11131482A (en) * | 1997-10-31 | 1999-05-18 | Suzuken Kk | Method of protecting and greening slope face with cut wood |
| CN103798047A (en) * | 2014-02-27 | 2014-05-21 | 黄鹤平 | Greening spray planting method |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107601975A (en) * | 2017-08-21 | 2018-01-19 | 安徽省康宇水电机械成套设备有限公司 | A kind of environmental stalk revetment brick preparation method |
| CN107460884A (en) * | 2017-09-30 | 2017-12-12 | 中铁十六局集团第工程有限公司 | A kind of careless cage reinforcement spray-up ecological slope protection structure and its construction method |
| CN107460884B (en) * | 2017-09-30 | 2023-06-02 | 中铁十六局集团第一工程有限公司 | Grass cage reinforcement spray layer ecological slope protection structure and construction method thereof |
| CN114086578A (en) * | 2021-12-24 | 2022-02-25 | 广西交通职业技术学院 | Ecological slope protection method based on rice straw mixture |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104805853B (en) | 2017-01-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106900342B (en) | Integrated semi-lithologic high slope vegetation reconstruction protection method | |
| CN107382608A (en) | A kind of vegetation is multiple green to sow grass seeds by duster auxiliary material, sow grass seeds by duster material and the multiple green construction method of vegetation without native composite fibre | |
| CN101761086B (en) | Three-dimensional net greening technique for roadbed side slope | |
| CN105230323B (en) | A kind of growth-promoting binary stereoscopic configurations pattern against corrosion suitable for feldspathic sandstone small watershed | |
| CN101849454B (en) | Biological synthesis improvement method of salt-alkali shoaly land | |
| CN110832964A (en) | Building aggregate mine in-situ soil improvement and greening method | |
| CN101748719A (en) | Method of vegetation restoration and reconstruction of bare rock slope in East China | |
| CN103988758A (en) | Method for improving afforestation survival rate by water collecting, water retention and water replenishing | |
| CN103250536A (en) | Method for spraying to green side slope of hard rock with joints being not developed | |
| CN101818499A (en) | Revegetation system on steep rocky slopes and implementing method thereof | |
| CN103340114A (en) | Multilayer plant-cultivating bag made of linen | |
| CN104770257B (en) | Method for recovering vegetation through micropore thin films | |
| CN107237334B (en) | A kind of road foundation execavated rockmass frame gird type slope protection code builds the construction method of plant biological bag greening | |
| CN103931371A (en) | Stone side slope biological control method | |
| CN103821155B (en) | Prefabricating and using method of planting growing building block for ecologically repairing exposed slope | |
| CN104782374A (en) | Side slope water and soil conservation and ecological restoration technology based on function materials | |
| CN210275361U (en) | Mountain hilly area wind-powered electricity generation field sandy soil afforestation resumes construction structures | |
| CN107964964A (en) | Technology and its construction method is made in high gradient slope surface of a wound preventing rain wash fiber | |
| CN101886394B (en) | Method for treating shallow disease of expansive soil slope | |
| CN110622643A (en) | Ecological restoration method for rock slope in high-latitude severe cold region | |
| CN107964963A (en) | High gradient slope surface of a wound fiber reinforcement crumb structure recovery technique and its construction method | |
| CN108739118A (en) | A kind of method of fast quick-recovery side slope vegetation | |
| CN113235623A (en) | Thick-layer base material foreign soil spray-seeding structure suitable for ecological restoration of high and steep slope and construction method thereof | |
| CN205205839U (en) | Rock matter side slope is planted and is given birth to ecological protective structure of bag | |
| CN109041626A (en) | Newly-built citrus orchard soil improvement and fertilizer application method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| 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: 20170104 Termination date: 20190515 |