CN102535484A - Greening method of cement mortar anchoring and shotcreting side slope - Google Patents
Greening method of cement mortar anchoring and shotcreting side slope Download PDFInfo
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- CN102535484A CN102535484A CN2011104020814A CN201110402081A CN102535484A CN 102535484 A CN102535484 A CN 102535484A CN 2011104020814 A CN2011104020814 A CN 2011104020814A CN 201110402081 A CN201110402081 A CN 201110402081A CN 102535484 A CN102535484 A CN 102535484A
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- domatic
- cement mortar
- side slope
- anchoring
- shotcreting
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- 239000011083 cement mortar Substances 0.000 title claims abstract description 27
- 238000000034 method Methods 0.000 title claims abstract description 24
- 238000004873 anchoring Methods 0.000 title claims abstract description 12
- 238000009331 sowing Methods 0.000 claims abstract description 9
- 241000196324 Embryophyta Species 0.000 claims description 32
- 239000000758 substrate Substances 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 16
- 239000007921 spray Substances 0.000 claims description 14
- 244000025254 Cannabis sativa Species 0.000 claims description 12
- 239000002689 soil Substances 0.000 claims description 7
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 239000003638 chemical reducing agent Substances 0.000 claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 4
- 239000002361 compost Substances 0.000 claims description 4
- 239000003337 fertilizer Substances 0.000 claims description 4
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 4
- 239000008267 milk Substances 0.000 claims description 4
- 210000004080 milk Anatomy 0.000 claims description 4
- 235000013336 milk Nutrition 0.000 claims description 4
- 230000000694 effects Effects 0.000 abstract description 10
- 239000004568 cement Substances 0.000 abstract description 3
- 230000006698 induction Effects 0.000 abstract 1
- 238000005507 spraying Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 239000011159 matrix material Substances 0.000 description 4
- 235000013311 vegetables Nutrition 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000003628 erosive effect Effects 0.000 description 3
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 229920006238 degradable plastic Polymers 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000011162 core material Substances 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000003292 diminished effect Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000005461 lubrication Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 235000015097 nutrients Nutrition 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Cultivation Of Plants (AREA)
Abstract
The invention discloses a greening method of a cement mortar anchoring and shotcreting side slope, comprising the steps of paving root-system induction holes on the cleaned cement anchoring and shotcreting side slope; setting ecological rods along the contour line; paving and anchoring vegetation cushions, ecological rods and geotechnique grille nets in ecologic rod lattices; and then spraying and sowing vegetation base layers and seed layers, finally covering vegetation blankets. Through the method, the cement mortar anchoring and shotcreting side slope is greened, so that the weathering and stripping of the cement mortar layer exposed in air for a long period can be avoided; the protection effect of the side slope engineering can be enhanced; and the long-time stability and safety of the slope surface can be ensured; meanwhile, the method solves the problem that the artificial planting layer on the cement mortar anchoring and shotcreting slope is eroded by rainfall to slip, fall off and the like, so that the stability of the planting layer can be ensured and a stable base is ecologically provided to the slope vegetation.
Description
Technical field
The invention belongs to the ecological reestablishment field, relate to a kind of cement mortar anchor spray side slope ecological renovation method.
Background technology
China's economic development in recent years is swift and violent, and infrastructure constructions such as highway, railway, water conservancy and municipal administration are maked rapid progress.Yet cut into a mountain in a large number in the process of construction, quarry, form a lot of expose domatic, be stability and the safety of guaranteeing slope project, the slope project technical measures that often adopt both at home and abroad are exactly to excavating the domatic cement mortar combined bolting and shotcrete that carries out.Because the domatic influence that receives natural causes such as ultraviolet ray, sunlight, water erosion, wind erosion for a long time, very easily take place the top layer mortar weathering, peel off, even cave in; Influence the stability and the safety of slope project; Cement mortar has very strong heat absorptivity simultaneously, and heat island effect is obvious, has both diminished ecoscape; Increase energy consumption, also run counter to modern society environmental protection requirement.
Cement mortar anchor spray greening side slope is focus, the difficult point that industry is paid close attention to always; Though some technology are arranged at present to be used; But owing to receive the restriction of domatic land occupation condition, weather conditions and execution conditions, construction quality is difficult to control, more is difficult to satisfy extensive slope revegetation engineering construction.
Summary of the invention
The purpose of this invention is to provide a kind of cement mortar anchor spray method for greening side slope.
Cement mortar anchor spray method for greening side slope provided by the invention, it comprises the steps:
1) the cement mortar side slope surface is cleared up, the place that domatic detrition is serious is removed or is reinforced, and cleans domatic;
2) through boring root system is set on domatic and induces the hole;
3) be the isohypse of 1.5-3m along spacing, on domatic, hole that boring direction is perpendicular to domatic, insert anchor pole and, ecological rod is set above the anchor pole exposed parts, ecological rod is fixed on the anchor pole, form ecological excellent sash with the cement mortar anchoring of being in the milk;
3) living pad is planted in laying in the excellent sash of domatic ecology, and fixes with rivet;
4) lay earth work grille net, with anchor pole with earth work grille net, plant give birth to pad be fixed on domatic on;
5) plant living substrate layer and seed layer online successively the sowing grass seeds by duster of GSZ;
6) at seed layer surface coverage vegetation blanket.
Wherein, step 2) to induce the aperture in hole be 10~20cm to described root system, and the degree of depth is 20-50cm, 3~8 of every square meters.
Wherein, the aperture in the hole of being bored in the step 3) is 3~5cm, and the degree of depth is 20~30cm.
Wherein, anchor pole length is 5-100cm in the step 3), preferred 15-100cm, and diameter is 6-36mm, preferred 9-25cm.
The thickness of planting living substrate layer of wherein, sowing grass seeds by duster is 5~10cm.
Wherein, the thickness of the seed layer of sowing grass seeds by duster is 2~4cm, is preferably 3cm.It will be appreciated by those skilled in the art that seed layer comprises plants living base material and seed, and those skilled in the art can select suitable grain weight as required and plant subcategory.The living base material of planting in the seed layer can be with to plant the living base material of planting of living substrate layer identical or different.
Describedly plant living substrate layer and comprise in biological compost, inorganic mineral, soil, an agent, water-loss reducer, adhesive and the slow-release fertilizer one or more.
Of the present inventionly plant that to give birth to pad be that pad is given birth in conventional used the planting in this area, form, sew up the formation cushion through the graticule mode by domatic water draining and accumulating layer, greening substrate layer and surface coating.Domatic water draining and accumulating layer is processed by the water permeability composite material, surface coating is made up of the natural plant fibre net, but is natural degradation.The present invention lays to plant on side slope and gives birth to pad, and pad is given birth in this plantation can increase roughness, improves the adhesive strength of planting living substrate layer.Simultaneously; Can retain, dredge the interflow in the planting layer effectively; Promote the unnecessary precipitation that penetrates in the planting layer to discharge fast, effectively reduce the lubrication of domatic of planting layer and anchor spray, and can store a certain amount of rainfall; Strengthen domatic base material stability, effectively improve the slope vegetation growth conditions.
Ecology used among the present invention is excellent, and it is processed by non-degradable plastics (PP) material, has good flexible and tensile strength, has the permeable soil characteristics of not passing through simultaneously.Can process the tubulose (bag shape) of different size according to actual demands of engineering, filling has good physicochemical property in it, satisfies the living base material of planting of plant growing needs.In engineering is used, can play auxiliary reinforcement (sash) effect, carry out small classification to domatic simultaneously, can effectively alleviate rainfall washing away domatic planting layer.
The used earth work grille net of the present invention is processed by non-degradable plastics (PE, PP) material, and general mesh size is 4cm * 4cm.Have good flexible and tensile strength, in engineering, play reinforced action, guarantee that planting living substrate layer adheres in domatic long-term stability.
The present invention is used plants living base material, and it is the core material of slope greening technology, is that media base and the required moisture of plant growing, the nutrient of plant life continues the source supplied.Mainly formulated by materials such as organic compost, inorganic mineral, soil, an agent, water-loss reducer, slow-release fertilizers.And the conventional method that living matrix is this area is planted in preparation, and those skilled in the art can prepare the living matrix of planting of variety classes and different proportionings as required.Used material also all can commercially availablely obtain.
Through method of the present invention, cement mortar anchor spray side slope is afforested, can prevent weathering that the cement sand bed long term exposure produces in air, peel off; Strengthen the slope project protection effect, guarantee domatic long-time stability and safety, simultaneously; System is led, retained to this method through setting up domatic surface flow and planting layer interflow row; Solved the domatic artificial planting layer of cement anchor spray and suffered phenomenons such as rainfall erosion, integral slipping come off, guaranteed the stable of planting layer, for slope vegetation ecology provides stability fundamental; Reach engineering measure and combine, the target that engineering safety and natural landscape are coordinated mutually with biological control measure.
Description of drawings
Fig. 1 is the sketch map of cement mortar anchor spray greening side slope.
Wherein: 1, plant and give birth to pad; 2, earth work grille net; 3, plant living substrate layer; 4, the anchor pole of fixing ecological rod; 5, ecological rod; 6, fixedly earth work grille net is given birth to the anchor pole that fills up with planting; 7, seed layer; 8, vegetation blanket; 9, cement mortar anchor spray side slope.
The specific embodiment
Following examples are used to explain the present invention, but are not used for limiting scope of the present invention.
Embodiment 1
With method of the present invention cement mortar anchor spray side slope in one place is afforested, specific as follows:
(1) the cement mortar side slope surface is cleared up, the place that domatic detrition is serious is removed or is reinforced, and cleans domatic.
(2) root system is set induces the hole, aperture 15cm, degree of depth 20cm, about 5/m domatic boring with hammer drill
2It is that root system of plant provides certain wider space that these root systems are induced the hole, forms three-dimensional protection, improves the solid native ability of root system of plant.
(3) be that the isohypse of 1.5m is holed the general 20cm of drilling depth, aperture 3cm on domatic along spacing; Insert the long 80cm that is, diameter is the anchor pole of 15mm and with the cement mortar anchoring of being in the milk, and is provided with above the anchor pole exposed parts that the PP material processes; Living matrix is planted in filling; Diameter is the ecological rod of 10cm, and ecological rod is fixed on the anchor pole, forms horizontal ecological excellent sash.
(4) living pad is planted in laying in the excellent sash of domatic ecology, and fixes with rivet, plants and gives birth to pad laying in a triangle, and transverse lap is tight, vertically suitably reserves the bolthole position according to the anchoring requirement.
(5) lay earth work grille net, and with anchor pole with earth work grille net, plant give birth to pad anchor at tightly domatic on.
(6) plant the construction of sowing grass seeds by duster of living base material on this basis, require substrate layer to sow grass seeds by duster evenly, thickness is about 9cm.
(7) then, sow grass seeds by duster again be mixed with vegetable seeds substrate layer as seed layer, thickness is about 3cm.
(8) surface coverage vegetation blanket plays windproof, soil moisture conservation effect, helps emerging of vegetable seeds.
(9) according to the view needs, suitably carry out manual work and make that scape and plant are auxiliary to be planted, promote the slope landscape effect.
(10) construction finishes, and gets into the engineering maintenance stage in early stage.
Construct after half a year, observe cement mortar anchor spray side slope, vegetation is stable, and substrate layer does not have sheet to come off and integral slipping, dark green, the dense vegetation of face of land a slice, and coverage surpasses 98%, and afforestation effect is obvious.
Embodiment 2
(1) the cement mortar side slope surface is cleared up, the place that domatic detrition is serious is removed or is reinforced, and cleans domatic.
(2) root system is set induces the hole, aperture 20cm, degree of depth 40cm, 7/m domatic boring with hammer drill
2These holes are that root system of plant provides certain wider space, form three-dimensional protection, improve the solid native ability of root system of plant.
(3) be that the isohypse of 3m is holed on domatic along spacing, boring direction is perpendicular to domatic, about the general 30cm of drilling depth; About the 5cm of aperture, insert long 50cm, the anchor pole of diameter 20mm and with the cement mortar anchoring of being in the milk; Be provided with above the anchor pole exposed parts that the PP material processes, living matrix is planted in filling, and diameter is the ecological rod of 15cm; Ecological rod is fixed on the anchor pole, forms laterally ecological excellent sash.
(4) living pad is planted in laying in the excellent sash of domatic ecology, and fixes with rivet, plants and gives birth to pad laying in a triangle, and transverse lap is tight, vertically suitably reserves the bolthole position according to the anchoring requirement.
(5) lay earth work grille net, and with anchor pole with earth work grille net, plant give birth to pad anchor at tightly domatic on.
(6) plant the construction of sowing grass seeds by duster of living base material on this basis, require substrate layer to sow grass seeds by duster evenly, thickness is about 5cm.
(7) then, sow grass seeds by duster again be mixed with vegetable seeds substrate layer as seed layer, thickness is about 4cm.
(8) surface coverage vegetation blanket plays windproof, soil moisture conservation effect, helps emerging of vegetable seeds.
(9) according to the view needs, suitably carry out manual work and make that scape and plant are auxiliary to be planted, promote the slope landscape effect.
(10) construction finishes, and gets into the engineering maintenance stage in early stage.
Construct after half a year, observe cement mortar anchor spray side slope, vegetation is stable, and substrate layer does not have large stretch of coming off, dark green, the dense vegetation of face of land a slice, and coverage is above 97%, and afforestation effect is obvious.
The above only is a preferred implementation of the present invention; Should be pointed out that for those skilled in the art, under the prerequisite that does not break away from know-why of the present invention; Can also make some improvement and retouching, these improvement and retouching also should be regarded as protection scope of the present invention.
Claims (9)
1. a cement mortar anchor sprays method for greening side slope, and it comprises the steps:
1) the cement mortar side slope surface is cleared up, the place that domatic detrition is serious is removed or is reinforced, and cleans domatic;
2) through boring root system is set on domatic and induces the hole;
3) be the isohypse of 1.5-3m along spacing, on domatic, hole that boring direction is perpendicular to domatic, insert anchor pole and, ecological rod is set above the anchor pole exposed parts, ecological rod is fixed on the anchor pole, form ecological excellent sash with the cement mortar anchoring of being in the milk;
3) living pad is planted in laying in the excellent sash of domatic ecology, and fixes with rivet;
4) lay earth work grille net, with anchor pole with earth work grille net, plant give birth to pad be fixed on domatic on;
5) plant living substrate layer and seed layer online successively the sowing grass seeds by duster of GSZ;
6) at seed layer surface coverage vegetation blanket.
2. method according to claim 1 is characterized in that, wherein step 2) to induce the aperture in hole be 10~20cm to described root system, the degree of depth is 20-50cm, 3~8 of every square meters.
3. method according to claim 1 and 2 is characterized in that, wherein, the aperture in the hole of being bored in the step 3) is 3~5cm, and the degree of depth is 20~30cm.
4. method according to claim 1 and 2 is characterized in that, wherein, anchor pole length is 5-100cm in the step 3), and diameter is 6-36mm.
5. method according to claim 1 and 2 is characterized in that, wherein, ecological excellent diameter is 10-15cm in the step 3).
6. method according to claim 1 and 2 is characterized in that, wherein, the thickness of planting living substrate layer of sowing grass seeds by duster is 5~10cm.
7. method according to claim 1 and 2 is characterized in that, wherein, the thickness of the seed layer of sowing grass seeds by duster is 2~4cm.
8. method according to claim 1 and 2 is characterized in that, describedly plants living substrate layer and comprises in biological compost, inorganic mineral, soil, an agent, water-loss reducer, adhesive and the slow-release fertilizer one or more.
9. method according to claim 1 and 2; It is characterized in that; Described seed layer comprises plants living base material and seed, describedly plants living base material and comprises in biological compost, inorganic mineral, soil, an agent, water-loss reducer, adhesive and the slow-release fertilizer one or more.
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CN103758137A (en) * | 2013-12-30 | 2014-04-30 | 青岛润国生态科技发展有限公司 | Parallel construction method for slope protection anti-erosion ecological blanks and slope protection structure |
CN104303749A (en) * | 2014-09-28 | 2015-01-28 | 武汉橄石代环境资源科技有限公司 | Abrupt slope spray-seeding greening method |
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Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10121480A (en) * | 1996-10-17 | 1998-05-12 | Hagiwara Kogyo Kk | Slope formation method |
JPH10195877A (en) * | 1996-12-28 | 1998-07-28 | Nisshoku Corp | Vegetation base for greening |
CN1370894A (en) * | 2001-02-26 | 2002-09-25 | 高亚平 | Slope afforesting method |
CN2919846Y (en) * | 2006-05-17 | 2007-07-11 | 北京绿之源生态科技有限公司 | Slope greening vegetation mat |
CN101122134A (en) * | 2006-08-11 | 2008-02-13 | 黄天文 | Method for reinforcing dock and slope |
CN101974911A (en) * | 2010-09-17 | 2011-02-16 | 北京矿冶研究总院 | Ecological restoration method for side slope of acid waste rock yard |
-
2011
- 2011-12-06 CN CN2011104020814A patent/CN102535484A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10121480A (en) * | 1996-10-17 | 1998-05-12 | Hagiwara Kogyo Kk | Slope formation method |
JPH10195877A (en) * | 1996-12-28 | 1998-07-28 | Nisshoku Corp | Vegetation base for greening |
CN1370894A (en) * | 2001-02-26 | 2002-09-25 | 高亚平 | Slope afforesting method |
CN2919846Y (en) * | 2006-05-17 | 2007-07-11 | 北京绿之源生态科技有限公司 | Slope greening vegetation mat |
CN101122134A (en) * | 2006-08-11 | 2008-02-13 | 黄天文 | Method for reinforcing dock and slope |
CN101974911A (en) * | 2010-09-17 | 2011-02-16 | 北京矿冶研究总院 | Ecological restoration method for side slope of acid waste rock yard |
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CN103643684A (en) * | 2013-11-22 | 2014-03-19 | 北京矿冶研究总院 | Exposed slope ecological restoration construction method taking fermented sludge as matrix |
CN103758137A (en) * | 2013-12-30 | 2014-04-30 | 青岛润国生态科技发展有限公司 | Parallel construction method for slope protection anti-erosion ecological blanks and slope protection structure |
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CN110786206A (en) * | 2019-11-05 | 2020-02-14 | 中国电力工程顾问集团西南电力设计院有限公司 | Slope greening method for soil slope |
CN111074843A (en) * | 2019-12-13 | 2020-04-28 | 东南大学 | Ecological slope protection system for hard riverway side slope and construction method thereof |
CN112695776A (en) * | 2020-12-26 | 2021-04-23 | 北京工业大学 | High-steep rocky slope micro-terrain small-region re-greening method |
CN113152319A (en) * | 2021-05-11 | 2021-07-23 | 安徽省交通规划设计研究总院股份有限公司 | Assembly type flexible drainage structure and construction method thereof |
CN113152319B (en) * | 2021-05-11 | 2022-07-12 | 安徽省交通规划设计研究总院股份有限公司 | Assembly type flexible drainage structure and construction method thereof |
CN113575202A (en) * | 2021-08-03 | 2021-11-02 | 中国有色金属工业昆明勘察设计研究院有限公司 | Open-air copper ore rock slope ecological greening system and construction method |
CN115075268A (en) * | 2022-05-10 | 2022-09-20 | 中国煤炭地质总局水文地质局 | High slope vegetation reconstruction construction process |
CN115354657A (en) * | 2022-09-23 | 2022-11-18 | 浙江启航园林工程有限公司 | Anchor rod and slope ecological greening method thereof |
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