CN109853470A - A method of it is anti-skidding that three-dimensional slope protection is carried out using bamboo plant - Google Patents

A method of it is anti-skidding that three-dimensional slope protection is carried out using bamboo plant Download PDF

Info

Publication number
CN109853470A
CN109853470A CN201910131580.0A CN201910131580A CN109853470A CN 109853470 A CN109853470 A CN 109853470A CN 201910131580 A CN201910131580 A CN 201910131580A CN 109853470 A CN109853470 A CN 109853470A
Authority
CN
China
Prior art keywords
bamboo
sinobambusa
skidding
slope
root system
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.)
Pending
Application number
CN201910131580.0A
Other languages
Chinese (zh)
Inventor
李伟成
田新立
束怡
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.)
Bamboo Research And Development Center State Forestry And Grassland Administration
Original Assignee
Bamboo Research And Development Center State Forestry And Grassland Administration
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 Bamboo Research And Development Center State Forestry And Grassland Administration filed Critical Bamboo Research And Development Center State Forestry And Grassland Administration
Priority to CN201910131580.0A priority Critical patent/CN109853470A/en
Publication of CN109853470A publication Critical patent/CN109853470A/en
Pending legal-status Critical Current

Links

Abstract

The anti-skidding method of three-dimensional slope protection is carried out using bamboo plant the present invention relates to a kind of, utilize bamboo plant well developed root system, fast growing, root system network can be quickly formed in soil horizon in a Growing season, while the tractive force of bamboo plant root system and torsion carry all bigger characteristic.The present invention consolidates that the anti-skidding effect in slope is obvious, and the tensile strength and shear strength of stero of the invention all obtain the promotion of several times and more than ten times.

Description

A method of it is anti-skidding that three-dimensional slope protection is carried out using bamboo plant
Technical field
The invention belongs to slope protection anti-slip technology field more particularly to a kind of using bamboo plant to carry out three-dimensional slope protection anti-skidding Method.
Background technique
Traditional flood land consolidates slope non-skid feature, such as pneumatically placed concrete, mortar flag stone revetment, shotcrete slope protection, anchor and spray net shield Slope etc., to mitigating, effect in terms of slope surface is built the unstable of initial stage and corroded is fine, effect highly significant, but is detrimental to environment The recovery of protection and ecological environment, over time, the corrosion of atmospheric disintegration of rocks, the aging of concrete, reinforcing bar makes intensity It reduces, effect also can worse and worse, and maintenance cost also increases, and is difficult to ensure work in heavy rainfall, eugeogenous rock soil area Journey material is mutually compatible with slope ground body, and engineering structure is easily maked somebody a mere figurehead, and easily leads to the generation of landslide accident.And ecological protection technology It exactly comes into being under these conditions, it can overcome the disadvantages that the deficiency of traditional defense project post-evaluation, and can satisfy people to ring The requirement of border protection, the presence of root system of plant make soil have the construction similar to " armored concrete ".
Summary of the invention
The purpose of the present invention is utilizing bamboo plant well developed root system, fast growing, can quickly exist in a Growing season Root system network is formed in soil horizon, while the tractive force of bamboo plant root system and torsion carry all bigger characteristic, obtain one Kind carries out the anti-skidding method of three-dimensional slope protection using bamboo plant, to solve disadvantage existing in the prior art.
It is a kind of anti-skidding using the three-dimensional slope protection of bamboo plant progress the purpose of the present invention is what is be achieved through the following technical solutions Method, comprising the following specific steps
Using red Sinobambusa, Japan's Sinobambusa, Indocalamus Nakai, yin-yang Sinobambusa and bitter bamboo belong to the bamboo kind of a part of mixed type root whip system into The solid slope of row 0-20cm soil horizon is anti-skidding;
Using bitter bamboo category, Phyllostachys, arrow Sinobambusa, square Sinobambusa, a kind of bamboo Sinobambusa, Bashania, sour Sinobambusa and Indosasa one Part subterranean stem single-shaft variant or multiple spindle-type, have underground it is horizontal walk a part of bamboo kind of bamboo whip carry out the Joint of Line and Dot of plane space It is anti-skidding to carry out slope protection, simultaneously because the root whip of these bamboo kinds more deep layer in soil horizon, reaches 40-60cm, while can rise It is anti-skidding to the solid slope of vertical space.
Compared with prior art, the present invention by adopting the above technical scheme, in the short time (in a growth period), surface layer (0- 20cm) increment of root system is significantly bigger than general draft digitaria ciliaris, the flood land of Horseweed Herb group in soil.With other data Compare with bibliography, the accumulative speed of root biomass also than tree and shrubs it is fast very much, can be set the goal with rapid anchor Engineering soil.In short time, Gu slope it is anti-skidding effect it is obvious, the tensile strength and shear strength of stero of the invention All obtain the promotion of several times and more than ten times.Gu the slope anti-skidding effect time is long, general surface layer by bamboo after the growth period of 3-5 Community competition can be exited, i.e., the effect of earlier surface layer anchoring soil can be replaced by Scattered bamboos.Different Root System Growth Characteristics mix It is cooperated by bamboo and single-shaft variant Scattered bamboos to raw type, no longer individually pays the utmost attention to the solid slope antiskid effect of topsoil, but Comprehensively consider its vertical space and chronergy.
Specific embodiment
Embodiments of the present invention are illustrated by particular specific embodiment below, those skilled in the art can be by this explanation Content disclosed by book is understood other advantages and efficacy of the present invention easily.
In the flood land of 10-20 gradient, by cultivation in 1 year, in the case where 11-18% soil moisture content, 0-20cm The root system average tensile strength 39.55Mpa of topsoil, the mostly ground of mixed type root whip system are accounted for by bamboo root system, root system fresh weight The 2.01% of soil fresh weight;The root system average tensile strength 26.42Mpa of 20-40cm, mostly single-shaft variant Scattered bamboos, root system fresh weight Account for the 1.63% of soil fresh weight;The root system average tensile strength 16.06Mpa of 40-60cm, mostly single-shaft variant Scattered bamboos, root system are fresh The 0.41% of soil fresh weight is accounted for again.
The small root tensile strength of diameter grade is big: digitaria ciliaris that this test is grown naturally with adjacent place, Horseweed Herb root system phase Compare, the bamboo kind average fiber cellulose content and tensile strength of this test are respectively in 19.80-24.07% and 30.71-44.60MPa (0-20cm), and digitaria ciliaris, Horseweed Herb root system content of cellulose and tensile strength that adjacent place is grown naturally exist respectively 20.11-23.63% and 11.55-16.79MPa (0-20cm), shows although average fiber cellulose content is not much different, but tension is strong It spends widely different.Show that the system that we test has apparent slope antiskid effect admittedly.
Slope antiskid system, soil shear strength enhancement value are mixedly consolidated by the solid space of bamboo and Scattered bamboos in test It is positively correlated with soil root content, i.e., with the increase of soil root content, the enhancing of soil shear strength.With identical place River shoal bare area is compared, bare area 0-20cm topsoil shear strength average out to 15.33kPa, 20-40cm topsoil Shear strength average out to 30.91kPa, 40-60cm topsoil shear strength average out to 51.71kPa;And mixedly by bamboo Consolidate slope antiskid system 0-20cm topsoil shear strength average out to 28.51kPa, 20-40cm with the solid space of Scattered bamboos Topsoil shear strength average out to 55.74kPa, 40-60cm topsoil shear strength average out to 57.00kPa.It is each Soil horizon is obviously improved.
The river shoal soil shear strength of this test compared with the digitaria ciliaris of adjacent river shoal, Horseweed Herb root system, 0-20cm, Tri- layers of 20-40cm, 40-60cm have increased separately 20.53,49.51 and 46.08kPa, significantly increase shear strength;Root is fresh It focuses on tri- layers of 0-20cm, 20-40cm, 40-60cm and has increased separately 200.56%, 269.04% and 945.26%.Meanwhile root system Distribution only embodies in point unlike digitaria ciliaris, Horseweed Herb group, dotted line of this test in vertical structure and topsoil The spatial network system of root system is preferably built in the structure of face.
The above-described embodiments merely illustrate the principles and effects of the present invention, and is not intended to limit the present invention.It is any ripe The personage for knowing this technology all without departing from the spirit and scope of the present invention, carries out modifications and changes to above-described embodiment.Cause This, institute is complete without departing from the spirit and technical ideas disclosed in the present invention by those of ordinary skill in the art such as At all equivalent modifications or change, should be covered by the claims of the present invention.

Claims (1)

1. a kind of carry out the anti-skidding method of three-dimensional slope protection using bamboo plant, which is characterized in that comprising the following specific steps
0- is carried out using the bamboo kind that red Sinobambusa, Japan's Sinobambusa, Indocalamus Nakai, yin-yang Sinobambusa and bitter bamboo belong to a part of mixed type root whip system The solid slope of 20cm soil horizon is anti-skidding;
Using bitter bamboo category, Phyllostachys, arrow Sinobambusa, square Sinobambusa, a kind of bamboo Sinobambusa, Bashania, sour Sinobambusa and Indosasa a part Subterranean stem single-shaft variant or multiple spindle-type, have underground it is horizontal walk a part of bamboo kind of bamboo whip carry out the Joint of Line and Dot of plane space and carry out Slope protection is anti-skidding, simultaneously because the root whip of these bamboo kinds more deep layer in soil horizon, reaches 40-60cm, while can play vertical The solid slope in straight space is anti-skidding.
CN201910131580.0A 2019-02-22 2019-02-22 A method of it is anti-skidding that three-dimensional slope protection is carried out using bamboo plant Pending CN109853470A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910131580.0A CN109853470A (en) 2019-02-22 2019-02-22 A method of it is anti-skidding that three-dimensional slope protection is carried out using bamboo plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910131580.0A CN109853470A (en) 2019-02-22 2019-02-22 A method of it is anti-skidding that three-dimensional slope protection is carried out using bamboo plant

Publications (1)

Publication Number Publication Date
CN109853470A true CN109853470A (en) 2019-06-07

Family

ID=66898555

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910131580.0A Pending CN109853470A (en) 2019-02-22 2019-02-22 A method of it is anti-skidding that three-dimensional slope protection is carried out using bamboo plant

Country Status (1)

Country Link
CN (1) CN109853470A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106677196A (en) * 2017-02-20 2017-05-17 陈紫云 Slope mixing forming ecological protection method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106677196A (en) * 2017-02-20 2017-05-17 陈紫云 Slope mixing forming ecological protection method

Similar Documents

Publication Publication Date Title
CN106638634A (en) Road rock slope vine ecological protection structure and construction method
CN102505700B (en) Willow rod anchoring side slope protection method for loess area
CN107653893A (en) A kind of grass fills the surface of a wound ecological restoring method combined
CN102487717A (en) Method for afforestation and slope protection on slope of terrace
CN105220698A (en) A kind of rock slope ecological protection method
KR100631380B1 (en) Method for building compound tree planting soil including strong fiber for ecological restoration in slanting surface
CN205012180U (en) Environmental anti - packet mode geogrid adds muscle tail ore sand road bed
CN206736931U (en) Highway Lithological Slope liana ecological safeguard structure
CN102337744A (en) Preparation and construction method of BSC (Bio-substrate concrete) biological matrix fine aggregate plant-growing concrete
CN112211203A (en) High-strength structure organic fiber composite repair method for high and steep slope
CN102084772A (en) Quick plant-growing method for ragstone slope
CN103343542A (en) Reorganization and expansion highway slope protection system
CN104963310A (en) Method for repairing hydro-fluctuation belt by means of vegetation
CN110557997B (en) Construction method of slope ecological restoration system
CN110915348A (en) Ecological restoration method for stony desertification mountains
CN206128089U (en) Rock matter side slope ecological concrete slope protection structure
CN105625440A (en) Vegetation restoration method for rock slope and hard protection slope
CN106120647A (en) Slope protecting device and means of defence
CN202509482U (en) Sand stop grid and sandbox grid embankment wall
CN109853470A (en) A method of it is anti-skidding that three-dimensional slope protection is carried out using bamboo plant
CN102369834B (en) Aggregate bio-substrate concrete (BSC) and preparation and construction method thereof
CN207829007U (en) A kind of rock side slope ecological slope protection structure
CN204023588U (en) A kind of pervious ecological protective slope structure
CN203924077U (en) A kind of constructing structure for the greening of wound steep rocky slope
CN205444210U (en) Ecological slope protection

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20190607