CN109306701A - A kind of rule rock slope V-groove planting technique construction method - Google Patents
A kind of rule rock slope V-groove planting technique construction method Download PDFInfo
- Publication number
- CN109306701A CN109306701A CN201811109825.1A CN201811109825A CN109306701A CN 109306701 A CN109306701 A CN 109306701A CN 201811109825 A CN201811109825 A CN 201811109825A CN 109306701 A CN109306701 A CN 109306701A
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- CN
- China
- Prior art keywords
- groove
- rock slope
- baffle
- slope
- reinforced concrete
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
Abstract
The invention discloses a kind of regular rock slope V-groove planting technique construction methods, include the following steps: that (1) is drilled on compared with precipitous rock slope with air drill, and bore angle and slope surface are at 60 degree, aperture 6cm, and drill deep about 1m；It drills in the horizontal direction every 80cm.(2) it is inserted into cave using good diameter 20mm spiral curved in advance, and perfusion mortar inside, is consolidated with bamboo fibre, must not there is gap；(3) when concrete strength reaches 90% or more in hole, can assembling reinforcement and bookbinding template, and reinforced concrete baffle is made in cast-in-place baffle, baffle thickness 10cm；(4) charge for remittance hole is reserved every 5m in V-groove, with geotextiles anti-filter；(5) backfill plantation soil thickness should be in 80cm or more；(6) 1 irrigation and drainage wood of plantation and 2 row's lianas in slot, shrub and liana spacing 0.5m；(7) horizontal layout: generally between the upper and lower away from 2m or so, plum blossom-shaped arrangement reaches fast greening covering purpose.
Description
Technical field
The present invention relates to technical field of environmental management, in particular to a kind of regular rock slope V-groove planting technique construction
Method.
Background technique
With the quickening of urbanization process, the generations such as urban infrastructure construction such as development of real estate, highway construction are a large amount of
Exposed hill, slope of highway, bare side sloping had both influenced landscape and difficulty of governance is big, and restoration of the ecosystem is slow.
And the steeper rock slope of regular (smooth) exposed hill, it is largely that the modes such as linked network spray sowing is taken to afforest,
Or it abandons administering.Doing so has as following drawbacks: 1, linked network spray sowing cost is high；2, linked network spray sowing is suitable for large area side
Slope needs mechanical execution；3, based on draft, winter is easy withered.4, linked network spray sowing steeper rock slope plant at
Work has larger difficulty.5, difficulty of construction is big for spray sowing.6 and usually abandon administer then landscape impact it is bigger.
Summary of the invention
The technical problem to be solved by the present invention is to the modes of existing spray sowing spray grass to afforest there are cost height, need machinery
Construction, draft winter are easy the problems such as withered, difficulty of construction is big, provide a kind of regular rock slope V-groove planting technique construction
Method, to solve the above problems.
In order to solve the above-mentioned technical problems, the present invention provides the following technical solutions:
The present invention provides a kind of regular rock slope V-groove planting technique construction method, includes the following steps:
(1) it is drilled on compared with precipitous rock slope with air drill, at 60 degree, aperture 6cm, drilling is deep about for bore angle and slope surface
1m；It drills in the horizontal direction every 80cm.
(2) it is inserted into cave using good diameter 20mm spiral curved in advance, and perfusion mortar inside, is consolidated with bamboo fibre,
There must not be gap；
(3) when concrete strength reaches 90% or more in hole, can assembling reinforcement and bookbinding template, and cast-in-place baffle, baffle
Reinforced concrete baffle is made in thick 10cm；
(4) charge for remittance hole is reserved every 5m in V-groove, with geotextiles anti-filter；
(5) backfill plantation soil thickness should be in 80cm or more；
(6) 1 irrigation and drainage wood of plantation and 2 row's lianas in slot, shrub and liana spacing 0.5m；
(7) horizontal layout: generally between the upper and lower away from 2m or so, plum blossom-shaped arrangement reaches fast greening covering purpose.
As a preferred technical solution of the present invention, the height of reinforced concrete baffle is no more than Shi Zhibian in step (3)
It rises on slope.
It is seedling in the shrub of step (6) plantation as a preferred technical solution of the present invention.
As a preferred technical solution of the present invention, shrub is worth mode between using, and outside is respectively worth one row of liana.
The present invention also provides the V-grooves based on above-mentioned construction method；V-groove includes being located at upstream rock slope opposite
Reinforced concrete baffle, the backfill planting soil in the V-groove that constitutes of reinforced concrete baffle and upstream rock slope and plant in V-groove
Liana, shrub, arbor.
The beneficial effects obtained by the present invention are as follows being:
1. tall filling wild vetch can be planted to conserve also more convenient so that ecological effect is good；
2. cost is medium, easy for construction, machinery, especially high slope are not needed.
3. difficulty of construction mitigates significantly, especially the biggish rock slope for having dimple landform of difficulty, base better effect.
Detailed description of the invention
Attached drawing is used to provide further understanding of the present invention, and constitutes part of specification, with reality of the invention
It applies example to be used to explain the present invention together, not be construed as limiting the invention.
In the accompanying drawings:
Fig. 1 is the V-groove schematic diagram based on construction method of the present invention；
Figure label: 1, upstream rock slope；2, liana；3, shrub；4, arbor；5, reinforced concrete baffle；6, principal rod；7,
Distributing reinforcement；8, planting soil is backfilled.
Specific embodiment
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings, it should be understood that preferred reality described herein
Apply example only for the purpose of illustrating and explaining the present invention and is not intended to limit the present invention.
Embodiment: the present invention provides a kind of regular rock slope V-groove planting technique construction method, includes the following steps:
(1) it is drilled on compared with precipitous rock slope with air drill, at 60 degree, aperture 6cm, drilling is deep about for bore angle and slope surface
1m；It drills in the horizontal direction every 80cm.
(2) it is inserted into cave using good diameter 20mm spiral curved in advance, and perfusion mortar inside, is consolidated with bamboo fibre,
There must not be gap；
(3) when concrete strength reaches 90% or more in hole, can assembling reinforcement and bookbinding template, and cast-in-place baffle, baffle
Reinforced concrete baffle is made in thick 10cm；
(4) charge for remittance hole is reserved every 5m in V-groove, with geotextiles anti-filter；
(5) backfill plantation soil thickness should be in 80cm or more；
(6) 1 irrigation and drainage wood of plantation and 2 row's lianas in slot, shrub and liana spacing 0.5m；
(7) horizontal layout: generally between the upper and lower away from 2m or so, plum blossom-shaped arrangement reaches fast greening covering purpose.
As shown in Figure 1, the invention also discloses the V-grooves based on above-mentioned construction method；Including being located at upstream rock slope 1
It the reinforced concrete baffle 5 of opposite, reinforced concrete baffle 5 and upstream rock slope 1 are constituted the backfill planting soil 8 in V-groove and plants
In the liana 2 in V-groove, shrub 3, arbor 4.Reinforced concrete baffle 5 is made of distributing reinforcement 7 and 6 perfusion mortar of principal rod.
The beneficial effects obtained by the present invention are as follows being:
1. tall filling wild vetch can be planted to conserve also more convenient so that ecological effect is good；
2. cost is medium, easy for construction, machinery, especially high slope are not needed.
3. difficulty of construction mitigates significantly, especially the biggish rock slope for having dimple landform of difficulty, base better effect.
Finally, it should be noted that these are only the preferred embodiment of the present invention, it is not intended to restrict the invention, although
Present invention has been described in detail with reference to the aforementioned embodiments, for those skilled in the art, still can be right
Technical solution documented by foregoing embodiments is modified or equivalent replacement of some of the technical features.It is all
Within the spirit and principles in the present invention, any modification, equivalent replacement, improvement and so on should be included in protection of the invention
Within the scope of.
Claims (6)
1. a kind of rule rock slope V-groove planting technique construction method, which comprises the steps of:
(1) it is drilled on compared with precipitous rock slope with air drill, bore angle and slope surface are at 60 degree, aperture 6cm, and drill deep about 1m；
It drills in the horizontal direction every 80cm.
(2) it is inserted into cave using good diameter 20mm spiral curved in advance, and perfusion mortar inside, is consolidated with bamboo fibre, it must not
There is gap；
(3) when concrete strength reaches 90% or more in hole, can assembling reinforcement and bookbinding template, and cast-in-place baffle, baffle it is thick
Reinforced concrete baffle is made in 10cm；
(4) charge for remittance hole is reserved every 5m in V-groove, with geotextiles anti-filter；
(5) backfill plantation soil thickness should be in 80cm or more；
(6) 1 irrigation and drainage wood of plantation and 2 row's lianas in slot, shrub and liana spacing 0.5m；
(7) horizontal layout: generally between the upper and lower away from 2m or so, plum blossom-shaped arrangement reaches fast greening covering purpose.
2. a kind of regular rock slope V-groove planting technique construction method according to claim 1, which is characterized in that
The height of reinforced concrete baffle is no more than rising for rock slope in step (3).
3. a kind of regular rock slope V-groove planting technique construction method according to claim 1, which is characterized in that
The shrub of step (6) plantation is seedling.
4. a kind of regular rock slope V-groove planting technique construction method according to claim 1, which is characterized in that tall
Shrub is worth mode between using, and outside is respectively worth one row of liana.
5. a kind of V-groove of rule rock slope, which is characterized in that include using the V-groove as made of 1 step of claims
Returning in the V-groove that the reinforced concrete baffle, reinforced concrete baffle and upstream rock slope of upstream rock slope opposite are constituted
It fills out planting soil and plants in the liana in V-groove, shrub, arbor.
6. a kind of V-groove of regular rock slope according to claim 5, which is characterized in that the reinforced concrete baffle by
Distributing reinforcement and principal rod perfusion mortar are made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811109825.1A CN109306701A (en) | 2018-09-21 | 2018-09-21 | A kind of rule rock slope V-groove planting technique construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811109825.1A CN109306701A (en) | 2018-09-21 | 2018-09-21 | A kind of rule rock slope V-groove planting technique construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109306701A true CN109306701A (en) | 2019-02-05 |
Family
ID=65224953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811109825.1A Pending CN109306701A (en) | 2018-09-21 | 2018-09-21 | A kind of rule rock slope V-groove planting technique construction method |
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| Country | Link |
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| CN (1) | CN109306701A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112385442A (en) * | 2020-12-08 | 2021-02-23 | 中节能大地（杭州）环境修复有限公司 | Vertical rock wall greening device for abandoned mine and installation method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425178A (en) * | 2011-10-20 | 2012-04-25 | 贵州科农生态环保科技有限责任公司 | Nursing structure aiming at rocky slope with more than 75-degree gradient and arrangement method of nursing structure |
| CN205712143U (en) * | 2016-06-15 | 2016-11-23 | 河北省地矿局第二地质大队 | Concrete spraying floating platform structure for mine environment recovery treatment |
| CN207392213U (en) * | 2017-03-29 | 2018-05-22 | 深圳市铁汉生态环境股份有限公司 | A kind of V-groove slope planting structure |
-
2018
- 2018-09-21 CN CN201811109825.1A patent/CN109306701A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425178A (en) * | 2011-10-20 | 2012-04-25 | 贵州科农生态环保科技有限责任公司 | Nursing structure aiming at rocky slope with more than 75-degree gradient and arrangement method of nursing structure |
| CN205712143U (en) * | 2016-06-15 | 2016-11-23 | 河北省地矿局第二地质大队 | Concrete spraying floating platform structure for mine environment recovery treatment |
| CN207392213U (en) * | 2017-03-29 | 2018-05-22 | 深圳市铁汉生态环境股份有限公司 | A kind of V-groove slope planting structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112385442A (en) * | 2020-12-08 | 2021-02-23 | 中节能大地（杭州）环境修复有限公司 | Vertical rock wall greening device for abandoned mine and installation method thereof |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190205 |
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| RJ01 | Rejection of invention patent application after publication |