CN104727330A - Anchor hole based slope afforesting method and system - Google Patents

Anchor hole based slope afforesting method and system Download PDF

Info

Publication number
CN104727330A
CN104727330A CN201510112270.6A CN201510112270A CN104727330A CN 104727330 A CN104727330 A CN 104727330A CN 201510112270 A CN201510112270 A CN 201510112270A CN 104727330 A CN104727330 A CN 104727330A
Authority
CN
China
Prior art keywords
water
pvc pipe
side slope
anchor hole
hole
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
Application number
CN201510112270.6A
Other languages
Chinese (zh)
Other versions
CN104727330B (en
Inventor
刘杰
于振民
李建林
杨渝南
颜溧洲
苑腾飞
张伦
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.)
GUANGZHOU SUNRACE LANDSCAPE ENGINEERING 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 CN201510112270.6A priority Critical patent/CN104727330B/en
Publication of CN104727330A publication Critical patent/CN104727330A/en
Application granted granted Critical
Publication of CN104727330B publication Critical patent/CN104727330B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G2/00Vegetative propagation
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental Sciences (AREA)
  • Developmental Biology & Embryology (AREA)
  • Botany (AREA)
  • Pretreatment Of Seeds And Plants (AREA)
  • Cultivation Of Plants (AREA)

Abstract

Provided is an anchor hole based slope afforesting method. The method comprises the following steps that firstly, reconstructing is carried out on an anchor hole; secondly, an inner space of a water and fertilizer storing cavity is divided into a water storing area and a fertilizer storing area; thirdly, a prefabricated PVC pipe is embedded into the hole opening portion of the water and fertilizer storing cavity; fourthly, parthenocissus tricuspidata and kudzu seeds are planted into the prefabricated PVC pipe, and slope afforesting is achieved. According to an anchor hole based slope afforesting system, the water and fertilizer storing cavity is formed by hole broadening of the hole opening of the anchor hole, and an anchor rod is bended at the bottom of the water and fertilizer storing cavity to form a step shape to be matched with the water and fertilizer storing cavity; the inner space of the water and fertilizer storing cavity is divided into the water storing area and the fertilizer storing area, and the parthenocissus tricuspidata and the kudzu seeds are planted into the prefabricated PVC pipe. According to the anchor hole based slope afforesting method and the system, water preserving and fertilizer preserving can be effectively achieved, the manufacturing cost is low, the afforesting effect is good, the long-acting afforesting effect is good, and the afforesting can be achieved in a short time.

Description

Based on the method and system of the greening side slope in anchor hole
Technical field
The present invention relates to a kind of protecting slope ecology field, especially a kind of method and system of the greening side slope based on anchor hole.
Background technology
What the greening of current side slope generally adopted is plant cover concrete method for greening side slope and side slope top, the method of bottom plantation vine plant, wherein plant cover concrete method for greening side slope adopts concrete formulation and mixing to plant green seed formula, rock slope is protected and afforests, the core of the method is the extensive application of cement, strengthen bank protection intensity and erosion resistibility, the environment of quick construction plant growth, but for the steep rock slope of height (gradient is 70-90 °), there is certain performance difficulty and shortcoming in said method, even if both also at the cementing agents such as cement and SNS active defense network technology or can there is landing because of the weathering of rock mass top layer and afforest the phenomenon of thing degeneration and preserve moisture and fertility performance difference because of concrete strength deficiency in plant cover concrete, and growing height be there will be for the method for plantation vine plant green side slope, the problems such as greening area coverage is limited.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of method and system of the greening side slope based on anchor hole, the liquid manure that plant cover concrete occurs in the steep rock slope of height can be solved run off, fall block and come off or cause greenbelt to come off because of the weathering of ground top layer and plant growing height that vine plant occurs and afforest the problems such as area coverage is limited, effectively can realize preserve moisture and fertility, cost is low, afforestation effect is good, not only long-acting afforestation effect is good, and can realize greening in a short time.
For solving the problems of the technologies described above, the technical solution adopted in the present invention is: a kind of method of the greening side slope based on anchor hole, and the method comprises the following steps:
1) anchor hole transformation: the hole in the anchor hole being provided with anchor pole side slope is carried out reaming and form water and store up fertile chamber, to store up bottom fertile chamber bending by anchor pole at water and stores up fertile chamber with water and match;
2) water is stored up inner space, fertile chamber and be separated into water district and Chu Fei district, sponge is set in water district, plays the effect of water conservation, fertilizer conservation and high temperature insulating, in Chu Fei district, fill fertilizer, to provide long-acting fertility support;
3) the hole portion storing up fertile chamber at water embeds prefabricated pvc pipe, to be enlarging form collect fallen leaves, insect bodies and bird excrement etc. and form fallen leaves by spontaneous corrosion fermentation to facilitate and to become thoroughly decomposed layer for the top of prefabricated pvc pipe, to decompose the growth of nutrient for the plant later stage, be filled with vegetation soil in prefabricated pvc pipe and covered by the fallen leaves layer that becomes thoroughly decomposed, play prevent moisture from evaporating, heat insulation and provide the effect of fermentation media for fallen leaves, insect bodies and the birds excrement collected;
4) in prefabricated pvc pipe, sow Boston ivy and kudzu seed, make it grow in the prefabricated pvc pipe with preserve moisture and fertility function,
Realize greening side slope.
In step 1), the diameter that water stores up fertile chamber is 125 millimeters ~ 250 millimeters, and length is 150 millimeters ~ 250 millimeters.
In step 3), between the hole that the pipe tail of prefabricated pvc pipe and water store up fertile chamber, mix earth joint filling with microlith.
In step 4), Boston ivy and kudzu seed is sowed in prefabricated pvc pipe, it is made to grow in the prefabricated pvc pipe with preserve moisture and fertility function, Boston ivy is utilized upwards to grow the feature grown with kudzu downwards, side slope short-term fast greening can be realized under phase both syntrophism before planting, and through the two naturally competition make one of them or the two in the pvc pipe with preserve moisture and fertility function syntrophism, realize the long-acting greening of side slope.
Based on a system for the greening side slope in anchor hole, comprise multiple anchor hole be distributed in side slope, anchor is provided with anchor pole in hole,
The hole in anchor hole is carried out reaming to form water and store up fertile chamber, anchor pole is stored up to be bent to form bottom fertile chamber at water and step-likely stores up fertile chamber with water and match;
Water stores up inner space, fertile chamber and is separated into water district and Chu Fei district, in water district, be provided with sponge, in Chu Fei district, be filled with fertilizer;
The hole portion storing up fertile chamber at water embeds prefabricated pvc pipe, and the top of prefabricated pvc pipe is enlarging form, is filled with vegetation soil layer in prefabricated pvc pipe, plants and be implanted with Boston ivy and kudzu in prefabricated pvc pipe.
The bottom welding of anchor pole has spacer bars, and water stores up in fertile chamber and is provided with stirrup, and adopts the mixed earth lining of element.
Prefabricated pvc pipe is fixedly connected with side slope by bottom diagonal brace.
In prefabricated pvc pipe, pipe body upper opening, is connected with bucket body, and circle its bottom offers multiple spilled water hole, uniformly on bucket body offers bucket body spilled water hole.
Multiple spilled water holes of circle its bottom are equipped with anti-filter geotextiles.
The method and system of the greening side slope based on anchor hole provided by the invention, beneficial effect is as follows:
1, form water store up fertile chamber by carrying out reaming to anchor hole existing in side slope, for avoiding side slope superficial weathering slump, anchor pole is stored up bending bottom fertile chamber at water and stores up fertile chamber with water and match, placement sponge in water district, for water conservation drought resisting, fertilizer is filled with in order to solve the problem of fertilizer conservation difference in Chu Fei district, then prefabricated pvc pipe is embedded to enlarging anchor hole, prefabricated pvc pipe top is that enlarging form is to collect fallen leaves etc., in prefabricated pvc pipe, Boston ivy and kudzu is sowed using its analyte as organic fertilizer, the former is utilized upwards to grow the feature grown with the latter downwards, realize greening, the liquid manure loss that plant cover concrete occurs in the steep rock slope of height can be solved, fall block come off or cause greenbelt to come off because of the weathering of ground top layer and plant growing height that vine plant occurs and the problem such as greening area coverage is limited, effectively can realize preserve moisture and fertility, cost is low, afforestation effect is good, not only long-acting afforestation effect is good, and greening can be realized in a short time.
2, discharge opening is stayed and the design being equipped with anti-filter geotextiles can effectively prevent the soil body to run off in prefabricated pvc pipe bottom.
3, the probability of happening of Slope hazard can effectively be reduced.
4, the effective preserve moisture and fertility of energy, excessive rainfall is got rid of by the spilled water hole of the round its bottom of prefabricated pvc pipe, and part rain water storage is standby in sponge, for plant provides moisture between the dry spell.
5, provide sufficient necessary condition for it grows under afforesting the acting in conjunction that the deposit water of later stage plant in compressed sponge and sponge block, fertilizer and vegetation are native, fallen leaves become thoroughly decomposed layer, achieve long-acting greening.
6, pvc pipe, anchor pole, sponge can prefabricated, speed of application be fast in advance, operation process safety, can realize afforestation effect in the short time.
7, for keeping the stability of hole rock mass, water stores up in fertile chamber and adds stirrup, and adopts the mixed earth lining of element.
8, for avoiding side slope to cause slump because of shallow-layer weathering, anchor pole is in reaming hole bending twice, and bending angle is right angle, disconnectedly before the anchor pole after bending forms step.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described:
Fig. 1 is the structural representation of present system;
Fig. 2 is the structural representation of the prefabricated pvc pipe of the present invention;
Fig. 3 is that schematic diagram is arranged in the anchor hole of present system side slope.
Detailed description of the invention
As shown in Figure 3, the gradient of side slope is 70-90 degree.According to the stability of rock mass, boring forms anchor hole 3, and anchor hole adopts pentagon to arrange, spacing 3-5m, can choose median according to required greening speed.
For the side slope 1 without the need to anchor pole 4 anchoring, the dark anchor pole of implantable 1m, to support the mantle rock soil body, guarantees the stability of Rock And Soil
As depicted in figs. 1 and 2, a kind of method of the greening side slope based on anchor hole, the method comprises the following steps:
1) anchor hole transformation: the hole in the anchor hole 3 being provided with anchor pole side slope is carried out reaming formation water and store up fertile chamber 3-1, anchor pole 4 is stored up bottom fertile chamber 3-1 at water and bends twice forming station scalariform, store up fertile chamber 3-1 with water and match;
2) water is stored up 3-1 inner space, fertile chamber and be separated into water district 7 and Chu Fei district 8, in water district 7, sponge is set, play the effect of water conservation, fertilizer conservation and high temperature insulating, fertilizer is filled in Chu Fei district 8, to provide long-acting fertility support, sponge is corrosion-resistant compressed sponge, and fertilizer is long-acting composite slow-release fertilizer;
3) the hole portion storing up fertile chamber 3-1 at water embeds prefabricated pvc pipe 2, to be enlarging form collect fallen leaves, insect bodies and bird excrement etc. and form fallen leaves by spontaneous corrosion fermentation to facilitate and to become thoroughly decomposed layer 13 for the top of prefabricated pvc pipe 2, to decompose the growth of nutrient for the plant later stage, be filled with vegetation soil in prefabricated pvc pipe 2 and covered by the fallen leaves layer 13 that becomes thoroughly decomposed, play prevent moisture from evaporating, heat insulation and provide the effect of fermentation media for fallen leaves, insect bodies and the birds excrement collected;
4) in prefabricated pvc pipe 2, sow Boston ivy and kudzu seed, make it grow in the prefabricated pvc pipe 2 with preserve moisture and fertility function,
Realize greening side slope.
In step 1), the diameter that water stores up fertile chamber 3-1 is 125 millimeters ~ 250 millimeters, and length is 150 millimeters ~ 250 millimeters.
In step 3), between the hole that the pipe tail of prefabricated pvc pipe 2 and water store up fertile chamber 3-1, mix earth joint filling with microlith;
The vegetation soil adopted can shift to an earlier date pre-mixing outside the venue, and key component and part by weight thereof are: loess 10-20%, earth 10-15%, cinder 15-20%, EM bacterium 2 ‰, garden waste 25-35%, long-acting composite slow-release fertilizer 0.8-1%, feces of livestock and poultry 10-15%.Can obtain whether to facilitate according to local above-mentioned material and cinder etc. is replaced with haydite.
In step 4), Boston ivy and kudzu seed is sowed in prefabricated pvc pipe 2, it is made to grow in the prefabricated pvc pipe 2 with preserve moisture and fertility function, Boston ivy is utilized upwards to grow the feature grown with kudzu downwards, side slope short-term fast greening can be realized under phase both syntrophism before planting, and through the two naturally competition make one of them or the two have preserve moisture and fertility function pvc pipe in syntrophism, realize the long-acting greening of side slope.
Based on a system for the greening side slope in anchor hole, comprise multiple anchor hole 3 be distributed in side slope 1, in anchor hole 3, be provided with anchor pole 4,
The hole in anchor hole 3 is carried out reaming to form water and store up fertile chamber 3-1, anchor pole 4 is stored up at water and to be bent to form step-like 4-1 bottom fertile chamber 3-1 and to store up fertile chamber 3-1 with water and match;
Water stores up 3-1 inner space, fertile chamber and is separated into water district 7 and Chu Fei district 8, is provided with sponge, in Chu Fei district 8, is filled with fertilizer in water district 7;
The hole portion storing up fertile chamber 3-1 at water embeds prefabricated pvc pipe 2, and the top of prefabricated pvc pipe 2 is enlarging form, is filled with vegetation soil layer 12 in prefabricated pvc pipe 2, plants and be implanted with Boston ivy and kudzu in prefabricated pvc pipe 2.
The bottom welding of anchor pole 4 has spacer bars 5, and water stores up in fertile chamber 3-1 and is provided with stirrup 6, and adopts the mixed earth lining of element, keeps the stability of hole rock mass.
Prefabricated pvc pipe 2 is fixedly connected with side slope 1 by bottom diagonal brace 10, utilizes diagonal brace 10 to keep the resistance to overturning of body.
By using steel nail 11 anchoring between the rock wall of diagonal brace 10 and side slope 1.
In prefabricated pvc pipe 2, pipe body 2-2 upper opening, is connected with bucket body 2-1, offers multiple spilled water hole bottom pipe body 2-2, uniformly on bucket body 2-1 offers bucket body spilled water hole 2-3.
Multiple spilled water holes bottom pipe body 2-2 are equipped with anti-filter geotextiles 14, the effect played preserve moisture and fertility He prevent erosion.
Form water store up fertile chamber by carrying out reaming to anchor hole existing in side slope, for avoiding side slope superficial weathering slump, anchor pole is stored up bending bottom fertile chamber at water and stores up fertile chamber with water and match, placement sponge in water district, for water conservation drought resisting, fertilizer is filled with in order to solve the problem of fertilizer conservation difference in Chu Fei district, then prefabricated pvc pipe is embedded to enlarging anchor hole, prefabricated pvc pipe top is that enlarging form is to collect fallen leaves etc., in prefabricated pvc pipe, Boston ivy and kudzu is sowed using its analyte as organic fertilizer, the former is utilized upwards to grow the feature grown with the latter downwards, realize greening, the liquid manure loss that plant cover concrete occurs in the steep rock slope of height can be solved, fall block come off or cause greenbelt to come off because of the weathering of ground top layer and plant growing height that vine plant occurs and the problem such as greening area coverage is limited, effectively can realize preserve moisture and fertility, cost is low, afforestation effect is good, not only long-acting afforestation effect is good, and greening can be realized in a short time.

Claims (9)

1., based on a method for the greening side slope in anchor hole, it is characterized in that the method comprises the following steps:
1) anchor hole transformation: the hole in the anchor hole (3) being provided with anchor pole side slope is carried out reaming and form water and store up fertile chamber (3-1), anchor pole (4) is stored up the bending of bottom, fertile chamber (3-1) at water and stores up fertile chamber (3-1) with water and match;
2) water is stored up fertile chamber (3-1) inner space and be separated into water district (7) and Chu Fei district (8), in water district (7), sponge is set, play the effect of water conservation, fertilizer conservation and high temperature insulating, in Chu Fei district (8), fill fertilizer, to provide long-acting fertility support;
3) the hole portion storing up fertile chamber (3-1) at water embeds prefabricated pvc pipe (2), to be enlarging form collect fallen leaves, insect bodies and bird excrement etc. and form fallen leaves by spontaneous corrosion fermentation to facilitate and to become thoroughly decomposed layer (13) for the top of prefabricated pvc pipe (2), to decompose the growth of nutrient for the plant later stage, be filled with vegetation soil in prefabricated pvc pipe (2) and covered by the fallen leaves layer (13) that becomes thoroughly decomposed, play prevent moisture from evaporating, heat insulation and provide the effect of fermentation media for fallen leaves, insect bodies and the birds excrement collected;
4) in prefabricated pvc pipe (2), sow Boston ivy and kudzu seed, make it grow in the prefabricated pvc pipe (2) with preserve moisture and fertility function,
Realize greening side slope.
2. the method for the greening side slope based on anchor hole according to claim 1, is characterized in that: in step 1), and the diameter that water stores up fertile chamber (3-1) is 125 millimeters ~ 250 millimeters, and length is 150 millimeters ~ 250 millimeters.
3. the method for the greening side slope based on anchor hole according to claim 1, is characterized in that: in step 3), mixes earth joint filling between the hole that the pipe tail of prefabricated pvc pipe (2) and water store up fertile chamber (3-1) with microlith.
4. the method for the greening side slope based on anchor hole according to claim 1, it is characterized in that: in step 4), Boston ivy and kudzu seed is sowed in prefabricated pvc pipe (2), it is made to grow in the prefabricated pvc pipe (2) with preserve moisture and fertility function, Boston ivy is utilized upwards to grow the feature grown with kudzu downwards, side slope short-term fast greening can be realized under phase both syntrophism before planting, and through the two naturally competition make one of them or the two in the pvc pipe with preserve moisture and fertility function syntrophism, realize the long-acting greening of side slope.
5., based on a system for the greening side slope in anchor hole, comprise multiple anchor hole (3) be distributed in side slope (1), be provided with anchor pole (4) in anchor hole (3), it is characterized in that:
The hole of anchor hole (3) is carried out reaming to form water and store up fertile chamber (3-1), anchor pole (4) is stored up bottom, fertile chamber (3-1) at water and is bent to form step-like (4-1) and stores up fertile chamber (3-1) with water and match;
Water stores up fertile chamber (3-1) inner space and is separated into water district (7) and Chu Fei district (8), in water district (7), be provided with sponge, in Chu Fei district (8), be filled with fertilizer;
The hole portion storing up fertile chamber (3-1) at water embeds prefabricated pvc pipe (2), the top of prefabricated pvc pipe (2) is enlarging form, be filled with vegetation soil layer (12) in prefabricated pvc pipe (2), plant in prefabricated pvc pipe (2) and be implanted with Boston ivy and kudzu.
6. the system of the greening side slope based on anchor hole according to claim 5, is characterized in that: the bottom welding of anchor pole (4) has spacer bars (5), and water stores up in fertile chamber (3-1) and is provided with stirrup (6).
7. the system of the greening side slope based on anchor hole according to claim 5, is characterized in that: prefabricated pvc pipe (2) is fixedly connected with side slope (1) by bottom diagonal brace (10).
8. the system of the greening side slope based on anchor hole according to claim 5, it is characterized in that: in prefabricated pvc pipe (2), pipe body (2-2) upper opening, be connected with bucket body (2-1), pipe body (2-2) bottom offers multiple spilled water hole, and bucket body (2-1) is above uniform offers bucket body spilled water hole.
9. the system of the greening side slope based on anchor hole according to claim 5, is characterized in that: multiple spilled water holes of pipe body (2-2) bottom are equipped with anti-filter geotextiles (14).
CN201510112270.6A 2015-03-16 2015-03-16 The method and system of greening side slope based on anchor hole Expired - Fee Related CN104727330B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510112270.6A CN104727330B (en) 2015-03-16 2015-03-16 The method and system of greening side slope based on anchor hole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510112270.6A CN104727330B (en) 2015-03-16 2015-03-16 The method and system of greening side slope based on anchor hole

Publications (2)

Publication Number Publication Date
CN104727330A true CN104727330A (en) 2015-06-24
CN104727330B CN104727330B (en) 2016-11-16

Family

ID=53451692

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510112270.6A Expired - Fee Related CN104727330B (en) 2015-03-16 2015-03-16 The method and system of greening side slope based on anchor hole

Country Status (1)

Country Link
CN (1) CN104727330B (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105200998A (en) * 2015-09-07 2015-12-30 北京林业大学 Planting structure and ecological slope protection structure
CN105474829A (en) * 2015-11-24 2016-04-13 中国电建集团成都勘测设计研究院有限公司 Plant nail for slopes
CN106013179A (en) * 2016-05-12 2016-10-12 四川农业大学 Ecological slope protection structure favorable for growth and reproduction of plants and using method of ecological slope protection structure
CN108243932A (en) * 2018-03-21 2018-07-06 合肥雪立歆农业科技有限公司 A kind of Chinese herbaceous peony and the slope planting technique method of black eye flower
CN108432495A (en) * 2018-03-05 2018-08-24 科利尔环保科技有限责任公司 A kind of rock slope greening construction method
CN109601220A (en) * 2018-12-17 2019-04-12 山东省地质矿产勘查开发局第地质大队(山东省第地质矿产勘查院) Method for greening quartz high-steep slope in arid and rainless area
CN110150045A (en) * 2019-05-14 2019-08-23 三峡大学 For improving the mold and construction method of slope greening supporting power
CN111448913A (en) * 2020-04-29 2020-07-28 中铁五局集团贵州工程有限公司 Grass planting device for repairing vegetation bald spots and using method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0649854A (en) * 1992-07-31 1994-02-22 Okabe Co Ltd Plant box constructing method
CN101103696A (en) * 2007-08-14 2008-01-16 北京师范大学 Technology for recovering vegetation on slope of rock and application thereof
CN204023586U (en) * 2014-08-11 2014-12-17 重庆威卡科技有限公司 A kind of ecological revetment system
CN104255280A (en) * 2014-10-23 2015-01-07 陈洪凯 High and steep rocky slope vegetation planting method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0649854A (en) * 1992-07-31 1994-02-22 Okabe Co Ltd Plant box constructing method
CN101103696A (en) * 2007-08-14 2008-01-16 北京师范大学 Technology for recovering vegetation on slope of rock and application thereof
CN204023586U (en) * 2014-08-11 2014-12-17 重庆威卡科技有限公司 A kind of ecological revetment system
CN104255280A (en) * 2014-10-23 2015-01-07 陈洪凯 High and steep rocky slope vegetation planting method

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105200998A (en) * 2015-09-07 2015-12-30 北京林业大学 Planting structure and ecological slope protection structure
CN105474829A (en) * 2015-11-24 2016-04-13 中国电建集团成都勘测设计研究院有限公司 Plant nail for slopes
CN105474829B (en) * 2015-11-24 2018-03-30 中国电建集团成都勘测设计研究院有限公司 Side slope is followed closely with plant
CN106013179A (en) * 2016-05-12 2016-10-12 四川农业大学 Ecological slope protection structure favorable for growth and reproduction of plants and using method of ecological slope protection structure
CN106013179B (en) * 2016-05-12 2018-07-13 四川农业大学 A kind of ecological slope protection structure and its application method conducive to plant growth procreation
CN108432495A (en) * 2018-03-05 2018-08-24 科利尔环保科技有限责任公司 A kind of rock slope greening construction method
CN108432495B (en) * 2018-03-05 2019-11-29 诸暨市烈火工业设计工作室 A kind of rock slope greening construction method
CN108243932A (en) * 2018-03-21 2018-07-06 合肥雪立歆农业科技有限公司 A kind of Chinese herbaceous peony and the slope planting technique method of black eye flower
CN109601220A (en) * 2018-12-17 2019-04-12 山东省地质矿产勘查开发局第地质大队(山东省第地质矿产勘查院) Method for greening quartz high-steep slope in arid and rainless area
CN110150045A (en) * 2019-05-14 2019-08-23 三峡大学 For improving the mold and construction method of slope greening supporting power
CN110150045B (en) * 2019-05-14 2021-07-13 三峡大学 Mold for improving slope greening supporting force and construction method
CN111448913A (en) * 2020-04-29 2020-07-28 中铁五局集团贵州工程有限公司 Grass planting device for repairing vegetation bald spots and using method thereof

Also Published As

Publication number Publication date
CN104727330B (en) 2016-11-16

Similar Documents

Publication Publication Date Title
CN104727330B (en) The method and system of greening side slope based on anchor hole
WO2015101295A1 (en) Water and soil conservation and ecological restoration method of high and steep, abandoned slag piles at high elevation with large temperature differential in dry, hot valley
CN103250536A (en) Method for spraying to green side slope of hard rock with joints being not developed
CN103924605A (en) Sash girder ecological slope protection structure and construction method thereof
CN101692769A (en) Grass blanket with soil
CN110089353A (en) A kind of hard side slope greening restoration method
CN108547307A (en) Protecting slope ecology method based on artificial loam
CN105178337A (en) Side slope ecological protection method combining vegetation nursery grooves with hung-net spray-seeding
CN110644508A (en) Slope reinforcement construction method of vegetation combined microorganisms and thin-wall steel pipe for construction
CN103392474A (en) Novel planting method and planting device for purple yams and iron yams
CN104719074A (en) Fruit tree branch soil utilization method
CN101861809A (en) Soil-retaining water-saving method for planting trees in gravel land in dry and hot area
CN101699983A (en) Method for building drought barren mountain feed shrubbery
CN204919570U (en) System of side slope afforestation based on anchor hole
CN110036811A (en) Slope vegetation protection structure and its construction method
CN101457525A (en) Heavy layer flaking diseases method in loess slope
CN100496210C (en) Trees instant cultivation method
CN105325142A (en) Pseudosasa amabilis summer planting method
CN205179880U (en) Living breeding device plants
CN101379940A (en) Large-delve improvement home-position reparation alkaline land thick-planting building method of man-made forest
CN111576453A (en) Slope anchor hanging net and exposed rock mass ecological restoration method using same
CN103988627A (en) Vegetative component with slow release fertilizer efficiency and water retention function and preparation method of vegetative component
CN215926021U (en) High steep slope greening structure based on geocell
JP4351719B2 (en) Ground covering method and ground covering method
CN109137938A (en) A kind of rock side slope ecological recovery method

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
CB03 Change of inventor or designer information

Inventor after: Hu Gang

Inventor before: Liu Jie

Inventor before: Yu Zhenmin

Inventor before: Li Jianlin

Inventor before: Yang Yunan

Inventor before: Yan Lizhou

Inventor before: Yuan Tengfei

Inventor before: Zhang Lun

TR01 Transfer of patent right

Effective date of registration: 20170531

Address after: 510800, Guangzhou, Guangdong province Donghua South Road, No. 98, Yuexiu District sea India center 12F

Patentee after: GUANGZHOU SUNRACE LANDSCAPE ENGINEERING CO., LTD.

Address before: 443002 Yichang University Road, Hubei, No. 8

Patentee before: China Three Gorges University

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: 20161116

Termination date: 20210316