CN100582384C - Novel ecological slope protection substrate building method - Google Patents

Novel ecological slope protection substrate building method Download PDF

Info

Publication number
CN100582384C
CN100582384C CN200810047821A CN200810047821A CN100582384C CN 100582384 C CN100582384 C CN 100582384C CN 200810047821 A CN200810047821 A CN 200810047821A CN 200810047821 A CN200810047821 A CN 200810047821A CN 100582384 C CN100582384 C CN 100582384C
Authority
CN
China
Prior art keywords
soil
slope protection
fertilizer
protection substrate
slope
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.)
Active
Application number
CN200810047821A
Other languages
Chinese (zh)
Other versions
CN101280567A (en
Inventor
许文年
裴得道
牛海波
周明涛
夏振尧
孙超
郭萍
张舒松
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hubei Runzhi Ecological Technology Co., Ltd
Original Assignee
China Three Gorges University CTGU
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 China Three Gorges University CTGU filed Critical China Three Gorges University CTGU
Priority to CN200810047821A priority Critical patent/CN100582384C/en
Publication of CN101280567A publication Critical patent/CN101280567A/en
Application granted granted Critical
Publication of CN100582384C publication Critical patent/CN100582384C/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Cultivation Of Plants (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

Disclosed is a novel method for constructing an ecological slope protection substrate, which pertains to the field of slope protection engineering, ecological restoration engineering and greening engineering. The construction process of the method of the invention is: first, leveling the slope surface need to be restored and excavating mouth-shaped pits on the slope surface, and then filling the mouth-shaped pits with multi-functional soil and finishing the construction of the slope protection substrate. The method for constructing the ecological slope protection substrate provided by the invention, by arranging the mouth-shaped pits on the slope surface, not only can change the status of soil impoverishment and the growth environment of vegetations, and provide essential fertilizers and nutrient substances for the sustainable growth of plants, but also can greatly increase the cohesive force between the guest soil layer and the fraction excavated, and increase the integral stability of the guest soil layer so as to effectively prevent the slope surface from integral damage by the continuous effect of rain. The method of the invention changes the mechanical characteristics and construction modes of the substrate and improves the present statuses of the poor stability and soil impoverishment of the substrate in the ecological slope protection.

Description

Novel ecological slope protection substrate building method
Technical field
The present invention relates to a kind of particularly speedway of ecological revetment engineering that is applied to, the ecological revetment technology that railway is used, emphasis is the construction method of slope protection substrate.
Background technology
For the importance of the ecological revetment of speedway, people are understanding to some extent basically.The ecological protection engineering of present domestic highway is seen everywhere.But the bank protection Failure cases is also a lot of in the ecological revetment of speedway at home, and particularly the gradient is bigger, arid or semiarid zone, supply such as the moisture of side slope, nutrient is relatively poor, under nature, the lawn occurs and degenerates, domatic collapsing, the situation of peeling off takes place often.Especially utilize the alien earth sparging technology to carry out the domatic of ecological revetment and collapse, it is more frequent that the situation of peeling off occurs, even the gradient is very slow, one runs into heavy rain, and soil moisture content increases, and is easy to cause local little landslide.Cause the main cause of the ecological revetment failure of speedway to be summarised as following 2 points:
One of reason:, be unfavorable for that plant grows chronically by the soil depletion of excavation slope.Though the soil moved in to improve the original layer has certain fertility and soil activation, the soil moved in to improve the original layer is thinner, and the ability of supplying with nutrient and fertilizer is very limited, and the fertilizer of short-term can only be provided at most, is unfavorable for that the long term growth of vegetation is grown.The root of vegetation has to fertilizer, does not go so root temporarily can not be deep in the immature soil, goes in the shallow-layer soil moved in to improve the original around only can going into, and only just can go deep into sloping body inside to immature soil activation back root.So in the previous stage of ecological revetment engineering, the degree of depth that root gos deep into soil only limits to objective the thickness of the layer basically, only be distributed in the top layer of soil, do not have due anchorage effect, and why vegetation is used for bank protection is exactly to utilize reinforcement and the anchorage effect of vegetation root to soil, in case this reinforcement and anchorage effect to soil lost, slope vegetation protection must be failed.
Former therefore two: soil moved in to improve the original layer and not enough by the domatic cohesion of excavation slope, soil moved in to improve the original and domatic between frictional resistance also little.Soil moved in to improve the original and domatic very vivid the saying of relation are exactly " two skins ".Like this, when running into company's rainy day gas, rain penetration is to inside soil body, cause acting on hydrodynamic load on the soil body and hydrostatic load and uprush simultaneously that soil shear strength reduces, the side slope moisture content increases, and has produced certain seepage force, also has gravity also to increase along the component of line of slope.Acting in conjunction in these factors is very unfavorable to stablizing of sloping body, causes little landslide phenomenon often to take place.
Summary of the invention
The purpose of this invention is to provide a kind of being implemented on the side slope of the gradient less than 50 degree, can change the present situation and the vegetation growth environment of soil depletion, the fertilizer and the nutriment of necessity are provided for the sustainable growth of plant, can increase simultaneously the soil moved in to improve the original layer again greatly and be broken the cohesion of face and the resistance to overturning of substrate layer, effectively stop the novel ecological slope protection substrate building method that continues the sliding rupture in whole or in part of domatic (together with vegetation on it) under the rainwater effect by excavation.
The object of the present invention is achieved like this: a kind of novel ecological slope protection substrate building method, after the slope leveling that needs are repaired, on domatic, excavate degree of lip-rounding hole earlier, and in degree of lip-rounding hole, fill multifunction soil, finish constructing of slope protection substrate.Described multifunction soil is the mixture by planting soil, urea, fertilizer and depot fertilizer, in heavy part: planting soil 1, urea 0.01-0.03, fertilizer 0.1-0.2 and depot fertilizer 0.04-0.06.
Fertilizer is selected straw or human and animal excreta for use.
Depot fertilizer is selected urea aldehydes fertilizer for use.
Novel ecological slope protection substrate building method provided by the invention has the following advantages:
1, the setting in " degree of lip-rounding hole " makes the soil moved in to improve the original layer and is strengthened greatly by the cohesion of the broken face of excavation, the soil moved in to improve the original layer by " degree of lip-rounding hole " be embedded in domatic on, the effect in " degree of lip-rounding hole " just as nail substrate layer be fixed on domatic on.Compare with traditional base material arrangement, the stability of soil moved in to improve the original layer integral body has had significant raising.Can effectively stop the integral slipping that continues domatic part (together with vegetation on it) under the rainwater effect to destroy.
2, the setting in " degree of lip-rounding hole " has changed the present situation of conventional method soil depletion greatly.Fertilizer in each " degree of lip-rounding hole " all is enough to keep for a long time its interior vegetation growth of 600mm scope on every side.The high planting soil of activation degree is not only arranged in the hole, and having organic fertilizer, organic fertilizer to contain abundant organic matter and various nutrient, it not only can directly provide nutrient for crop, and the potential nutrient in can activating soil, strengthen microbial activity, promote material to transform organic fertilizer, can also improve soil physical and chemical property, increase soil fertility, the control soil pollution, this is that chemical fertilizer is not available.Depot fertilizer adopts urea aldehydes fertilizer, and what can continue provides vegetation required fertilizer, guarantees the lasting growth of vegetation.
3, the setting in " degree of lip-rounding hole " increases the growing space of vegetation root system greatly, and this helps the g and D of vegetation root system.Because the root of plant has to fertilizer, they are always grown towards the place of growth conditions " superior ", so undoubtedly the setting in " degree of lip-rounding hole " has promoted the growth of vegetation root system greatly, thereby the performance root system is to the anchoring reinforced action and the water and soil conservation function of soil.
4, the present technique construction cost is low, and through calculating, the setting in " degree of lip-rounding hole " makes " every 100m 2Domatic amount of excavation only increase by 0.4 cubic metre, fertilizer also is very cheap, the consumption of urea is also fewer, so measure is for very little of the influence of engineering cost.
5, the phase neighbours' two row degree of lip-roundings holes being staggered on domatic, make domatic stressed more balanced, also helpful to the stability that improves soil moved in to improve the original layer integral body.
Description of drawings
Below in conjunction with the drawings and specific embodiments this member is described in further detail.
Fig. 1 is that the degree of lip-rounding of the present invention resists the sectional view that distributes on domatic.
Fig. 2 is a degree of lip-rounding of the present invention hole layout plan.
The specific embodiment
The invention process process is as follows,
One, after the slope leveling of earlier needs being repaired, excavate degree of lip-rounding hole 1 on domatic, the axis in degree of lip-rounding hole 1 is with domatic vertical, and the size in hole is 300mm * 300mm * 200mm, and wherein the degree of depth is 200mm.It is 1500mm to two distances of cheating the center laterally adjacent with it that any degree of lip-rounding of domatic central authorities is cheated 1 center, and the line-spacing in hole (hole centre distance) is 1500mm, and two adjacent row's degree of lip-roundings holes 1 are staggered.
Two, multifunction soil is filled in the degree of lip-rounding hole, being formulated as follows of multifunction soil: planting soil, urea, fertilizer and depot fertilizer by mass ratio are: planting soil 1, urea 0.01-0.03, fertilizer 0.1-0.2 and depot fertilizer 0.04-0.06, depot fertilizer select urea aldehydes fertilizer for use.Be that 100Kg planting soil and 1-3Kg urea, 10-20Kg fertilizer and 4-6Kg urea aldehydes fertilizer are mixed into multifunction soil.
Three, the job practices of soil moved in to improve the original layer 2 is identical with existing method, and general thickness is 50~10mm, can adjust according to grow length and surface soil situation of vegetation root system.The material of soil moved in to improve the original generally is made of the organic matter of 80% sandy loam and 20%.50~80mm soil moved in to improve the original layer 2 is covered in the shop earlier, and then evenly the soil moved in to improve the original that 20mm is mixed with seed mixture is covered in the shop; The shop nonwoven preserves soil moisture; To the domatic maintenance of sprinkling water, vegetable seeds will germinate after 57 days, will manifest the slope protection greening effect in one month.

Claims (3)

1, a kind of novel ecological slope protection substrate building method is characterized in that: after the slope leveling that needs are repaired, excavate degree of lip-rounding hole on domatic earlier, fill multifunction soil in degree of lip-rounding hole, finish constructing of slope protection substrate; Described multifunction soil is the mixture by planting soil, urea, fertilizer and depot fertilizer, in heavy part: planting soil 1, urea 0.01-0.03, fertilizer 0.1-0.2 and depot fertilizer 0.04-0.06.
2, novel ecological slope protection substrate building method according to claim 1 is characterized in that: fertilizer is selected straw or human and animal excreta for use.
3, novel ecological slope protection substrate building method according to claim 1 is characterized in that: depot fertilizer is selected urea aldehydes fertilizer for use.
CN200810047821A 2008-05-23 2008-05-23 Novel ecological slope protection substrate building method Active CN100582384C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN200810047821A CN100582384C (en) 2008-05-23 2008-05-23 Novel ecological slope protection substrate building method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN200810047821A CN100582384C (en) 2008-05-23 2008-05-23 Novel ecological slope protection substrate building method

Publications (2)

Publication Number Publication Date
CN101280567A CN101280567A (en) 2008-10-08
CN100582384C true CN100582384C (en) 2010-01-20

Family

ID=40013223

Family Applications (1)

Application Number Title Priority Date Filing Date
CN200810047821A Active CN100582384C (en) 2008-05-23 2008-05-23 Novel ecological slope protection substrate building method

Country Status (1)

Country Link
CN (1) CN100582384C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105547147A (en) * 2014-10-23 2016-05-04 康耐视公司 System and method for calibrating a vision system with respect to a touch probe

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102349409A (en) * 2011-08-22 2012-02-15 纪万斌 Surrounding basket type green coverage method for mountain body inferior soil
CN103924605B (en) * 2014-04-25 2016-01-13 湖北工业大学 Sash beam ecological slope protection structure and construction method
CN104221523A (en) * 2014-08-28 2014-12-24 西南大学 Vineyard soil improvement method for slope barren land of hilly and mountainous area
CN108093729A (en) * 2017-12-13 2018-06-01 中冶沈勘秦皇岛工程设计研究总院有限公司 Side-slope greening and protection method
CN112523230B (en) * 2020-11-17 2022-04-29 湖北工业大学 Ecological slope protection method based on straw reinforced soil base material

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
引滦入津明渠沿岸护坡绿化试验方案研究. 徐勤等人.中国水土保持,第4期. 2006
引滦入津明渠沿岸护坡绿化试验方案研究. 徐勤等人.中国水土保持,第4期. 2006 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105547147A (en) * 2014-10-23 2016-05-04 康耐视公司 System and method for calibrating a vision system with respect to a touch probe

Also Published As

Publication number Publication date
CN101280567A (en) 2008-10-08

Similar Documents

Publication Publication Date Title
CN101818499B (en) Revegetation system on steep rocky slopes and implementing method thereof
CN104314087B (en) A kind of side-slope greening and protection structure and construction method thereof
CN104805845B (en) A kind of flexible bank protecting method of feldspathic sandstone natural slope
CN108589743B (en) Ecological geogrid for slope protection
CN108252312B (en) Vegetation restoration matrix suitable for collapsible soil slope and spray seeding method thereof
CN100582384C (en) Novel ecological slope protection substrate building method
CN103265355A (en) Plant growth matrix with high water retention for spray seeding revegetation and preparation method thereof
CN101748719A (en) Method of vegetation restoration and reconstruction of bare rock slope in East China
CN101904261B (en) Method for restoring side slope ecology by adopting AB (Acinetobacter baumannii) bacterium plant growing bags
CN101451355B (en) Water retention method of back fill course
CN101696574A (en) Ecological protection method for high steep side slope
CN107893422B (en) A kind of reinforcement type ecological slope protection structure and its construction method
CN103924605A (en) Sash girder ecological slope protection structure and construction method thereof
CN110485441A (en) It repairs with leaching net formula ecological slope protection structure and its construction method of sowing grass seeds by duster in mine
CN108547307A (en) Protecting slope ecology method based on artificial loam
CN107938643A (en) A kind of topography and geomorphology administering method based on waste stone mine
CN107223447A (en) A kind of high gradient slope bank protection greening blanket and its bank protecting method
CN112211203A (en) High-strength structure organic fiber composite repair method for high and steep slope
CN102953353B (en) Microbial river embankment reinforcement ecological slope protection technology
CN111802183A (en) Ecological slope protection and vertical greening process
CN108967063A (en) A kind of high steep limestone slope replies immediately green method fastly
CN109208618B (en) Ecological restoration method for concrete slope
CN207904934U (en) A kind of ecological protection device of red sandrock side slope
KR101654044B1 (en) Afforestation Method for face of slope Using plant soil compostion for afforestation
CN204676571U (en) A kind of flexible protective slope structure of feldspathic sandstone natural slope

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
EE01 Entry into force of recordation of patent licensing contract

Assignee: CHONGQING HUAYU GARDEN CO., LTD.

Assignor: China Three Gorges University

Contract record no.: 2011500000047

Denomination of invention: Novel ecological slope protection substrate building method

Granted publication date: 20100120

License type: Exclusive License

Open date: 20081008

Record date: 20110805

EC01 Cancellation of recordation of patent licensing contract

Assignee: CHONGQING HUAYU GARDEN CO., LTD.

Assignor: Three Gorges University

Contract record no.: 2011500000047

Date of cancellation: 20191209

EC01 Cancellation of recordation of patent licensing contract
TR01 Transfer of patent right

Effective date of registration: 20191224

Address after: 443000 Room 405, building 519-10, Huangxiang Road, Yichang District, China (Hubei) free trade zone, Yichang City, Hubei Province

Patentee after: Hubei Runzhi Ecological Technology Co., Ltd

Address before: 443000 Yichang University Road, Hubei, No. 8

Patentee before: Three Gorges University

TR01 Transfer of patent right