CN109024628A - A kind of method of quick ecological slope controlling - Google Patents
A kind of method of quick ecological slope controlling Download PDFInfo
- Publication number
- CN109024628A CN109024628A CN201810980084.8A CN201810980084A CN109024628A CN 109024628 A CN109024628 A CN 109024628A CN 201810980084 A CN201810980084 A CN 201810980084A CN 109024628 A CN109024628 A CN 109024628A
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- China
- Prior art keywords
- slope protection
- pipe
- slope
- revetment
- reinforcing bar
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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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Abstract
The invention discloses a kind of methods of quick ecological slope controlling, comprising: more anchor poles are installed in slopes；It is laid with more slope protection pipes in slope surface, more slope protection pipes is made to connect to form interconnected multiple revetment grids；While forming interconnected multiple revetment grids, multiple revetment grids are fixedly connected with more anchor poles to form three-dimensional slope protection structure；Cementing material is perfused into interconnected multiple revetment grids, keeps the multiple revetment grid cementing integral to form stable three-dimensional slope protection structure；The region surrounded to each revetment grid is modified, and multiple grid planting areas conserved water and soil are formed.The protective slope structure that the present invention is formed is secured, is conducive to stability of slope, and short construction period is at low cost.
Description
Technical field
The present invention relates to technical field of ecological slope protection more particularly to a kind of methods of quick ecological slope controlling.
Background technique
Bank protecting method used at present there are many multiplicity, using it is more be to utilize concrete material slope protection.Than earlier
It is to use plane template concrete integrated poured, although this method protection effect is pretty good, can not afforests, environmental disruption is serious.
In order to afforest to slope protection, side slope is built by people using prefabricated concrete brick, among brick
Space at planting plants, although this method has achieved the effect that greening, but has been hardly formed entirety between brick and brick, be easy
Collapsing under the washing away of water flow；Secondly precast concrete block is needed first with mold pouring molding, then is shipped to construction site
It constructs, this can extend construction period, increase cost.In addition, there are also a kind of novel protecting slope ecology vegetation is extensive at present
Recovering technology -- cast-in-place grid ecological vestige, the technology using mold to revetment grid carry out cast in situs, do not have to it is prefabricated and
It carries, speed of application can be accelerated, and protection effect is preferable, but the bulkhead tech remains unchanged and be unable to do without the use of mold, construction period
It is long, it is at high cost, it is not able to satisfy the demand of quick ecological slope controlling.
Summary of the invention
The object of the invention is to provide a kind of quick ecological improvement side to overcome the above-mentioned problems of the prior art
The method on slope, the casting concrete into using grid made of ready-made pipe fitting, forms firm protective slope structure, and it is steady to be conducive to side slope
Fixed, short construction period is at low cost.
In order to realize above-mentioned purpose of the invention, the following technical schemes are provided:
A kind of method of quick ecological slope controlling, comprising: more anchor poles are installed in slopes；More are laid in slope surface
Slope protection pipe makes more slope protection pipes connect to form interconnected multiple revetment grids；Forming interconnected multiple slope protection nets
While lattice, multiple revetment grids are fixedly connected with more anchor poles to form three-dimensional slope protection structure；To interconnected multiple
Cementing material is perfused in revetment grid, keeps the multiple revetment grid cementing integral to form stable three-dimensional slope protection structure；
The region surrounded to each revetment grid is modified, and multiple grid planting areas conserved water and soil are formed.
Preferably, slope protection reinforcing bar is equipped in the slope protection pipe.
Preferably, it is described installed in slopes more anchor poles include: into slopes dispose it is more for being connect with slope protection pipe
Root anchoring pipe；The anchor bar for connecting with slope protection reinforcing bar is worn in the anchoring pipe；The potting compound into the anchoring pipe
Material is tied, keeps the anchoring pipe and the anchor bar worn in it cementing integral.
Preferably, described that more slope protection pipes are laid in slope surface, make more slope protection pipes connect to be formed it is interconnected multiple
Revetment grid includes: to make more slope protection pipes connect to be formed using having the pipe fitting joint of several interface tubes to connect more slope protection pipes
Interconnected multiple revetment grids；Wherein, when connecting more slope protection pipes using pipe fitting joint, slope protection reinforcing bar is consolidated
It is fixed.
Preferably, the revetment grid is quadrangle revetment grid, and the pipe fitting joint includes: four-way union, tool
There are four interface tubes being generally aligned in the same plane, for connecting four slope protection pipes；Five-way pipe joint has positioned at the first plane
Four interface tubes and an interface tube positioned at the second plane, four interface tubes positioned at the first plane are for connecting four slope protections
Pipe, an interface tube positioned at the second plane is for connecting anchoring pipe；Wherein, the second plane is perpendicular to the first plane.
Preferably, the anchor bar is centrally located in the anchoring pipe；The slope protection reinforcing bar is in the slope protection pipe
It is centrally located.
Preferably, at least it is respectively arranged to make anchor bar is placed in the middle to determine by the position of two close end in the anchoring pipe
Position part；Position at least in the slope protection pipe by two close end is respectively arranged to the locating piece for keeping slope protection reinforcing bar placed in the middle.
Preferably, the region surrounded to each revetment grid is modified, and forms multiple grid kinds conserved water and soil
Growing area domain includes: that the region surrounded to revetment grid is excavated, to form plantation hole；It, will during forming plantation hole
The remaining mound product excavated is in the slope surface being located at below plantation hole, in order to form the storage for being higher than plantation hole below plantation hole
Water soil conservation wall.
Preferably, the slope protection pipe and anchoring pipe are using pvc pipe, PE pipe or stainless steel tube, glass reinforced plastic pipe.
Preferably, the cementing material is using non-metallic bonds materials such as concrete, gypsum or phosphorus magnesium.
The beneficial effects of the present invention are embodied in following aspect:
1) present invention is without using slope protection mold, the casting concrete in the revetment grid built using ready-made pipe fitting, quickly
Firm protective slope structure is formed, stability of slope is conducive to, short construction period is at low cost.
2) present invention interts slope protection reinforcing bar in slope protection pipe, and makes revetment grid and be placed in the fixed company of the intracorporal anchor pole in slope
It connects, forms stable three-dimensional slope protection structure, improve the stability of slope protection.
3) present invention fix the slope protection reinforcing bar being interspersed in slope protection pipe between two parties, convenient for condense in concrete be centrally formed it is whole
Body is conducive to stable structure, improves the stability of slope protection.
4) the grid planting area to be formed and be conserved water and soil is modified in the region that each revetment grid surrounds by the present invention, is conducive to side
The ecological construction on slope.
Detailed description of the invention
Fig. 1 is the effect picture that slope protection is carried out using the method for quick ecological slope controlling of the present invention；
Fig. 2 is front view shown in FIG. 1 (slope-protecting vegetation is not shown)；
Fig. 3 is the structural schematic diagram of three-dimensional slope protection structure of the invention；
Fig. 4 is one embodiment of the fixed slope protection reinforcing bar of the present invention；
Fig. 5 is the cross-sectional view of an interface tube shown in Fig. 4；
Fig. 6 is another embodiment of the fixed slope protection reinforcing bar of the present invention；
Fig. 7 is the schematic diagram that the present invention disposes slope protection reinforcing bar in single-unit slope protection pipe；
Fig. 8 is geometrical relationship figure of the reinforcing bar fastener in slope protection pipe vertical section；
Fig. 9 a is the schematic diagram of one embodiment of reinforcing bar fastener of the invention；
Fig. 9 b is the schematic diagram of another embodiment of reinforcing bar fastener of the invention.
Description of symbols: 1- anchor pole；2- slope protection pipe；3- pipe fitting joint；31- four-way union；32- five-way pipe joint；
321- outer tube；322- inner tube；323- dowel；32a- upper connection；32b- lower connector；4- slope protection reinforcing bar；5- locating piece；6-
Spats；The ground 7-.
Specific embodiment
The engineering that the present invention is suitable for quick ecological slope controlling pours in ready-made pipe fitting without using slope protection mold
Concrete forms stable protective slope structure, and short construction period is at low cost.
It as shown in Figures 1 to 3, include: installation using the protective slope structure that the method for quick ecological slope controlling of the present invention is formed
In the intracorporal more anchor poles 1 in slope；More slope protection pipes 2 being laid in slope surface, more slope protection pipes 2 connect shape by pipe fitting joint 3
At interconnected multiple revetment grids；It is poured in interconnected multiple revetment grids and is cemented to multiple revetment grids
Whole cementing material；The grid planting area conserved water and soil being formed in the region that each revetment grid surrounds.Wherein, such as
Shown in Fig. 3, interconnected multiple revetment grids are fixedly connected with more anchor poles, form three-dimensional slope protection structure；The quantity of anchor pole
It is determined with spacing according to the plant that the size and Qi Nei of revetment grid are planted.As shown in Fig. 2, forming the shield of revetment grid
Slope protection reinforcing bar 4 has also been assigned in the pipe of slope, it is by cementing material that revetment grid and slope protection reinforcing bar 4 is cementing integral, it is formed secured
Protective slope structure.
The method of quick ecological slope controlling of the present invention is described in detail with reference to the accompanying drawings and examples.
A kind of method of quick ecological slope controlling, comprising: more anchor poles 1 are installed in slopes；It is laid with simultaneously in slope surface
More slope protection pipes 2 are connected, the more connections of slope protection pipe 2 is made to form interconnected multiple revetment grids；Formation is interconnected more
While a revetment grid, multiple revetment grids are fixedly connected with more anchor poles 1 to form three-dimensional slope protection structure；To mutually interconnecting
Cementing material is perfused in logical multiple revetment grids, keeps multiple revetment grids cementing integral to form stable three-dimensional slope protection knot
Structure；It is modified by the region surrounded to each revetment grid, forms multiple grid planting areas conserved water and soil.
Wherein, it before more anchor poles 1 are installed in slopes, needs to flatten slope surface substantially.
Slope surface carries out after flattening substantially, and more anchor poles are installed in slopes.Anchor pole includes: to be mounted on the intracorporal anchoring in slope
Pipe；The anchor bar being threaded through in anchoring pipe；The cementing material being poured in anchoring pipe.More anchor poles are installed in slopes includes
Step in detail below: it is burrowed first according to anchoring pipe diameter size into slopes in slope surface；Secondly, the placement anchoring pipe in hole,
And make to anchor outside tube top end connector stretching slopes, in order to connect slope protection pipe 2；Anchor bar is worn in anchoring pipe again, and
Stretch out anchor bar top connector outside slopes, in order to connect slope protection reinforcing bar 4；Cementing material finally is perfused into anchoring pipe,
Keep anchoring pipe and the anchor bar worn in it cementing integral.
After the completion of rockbolt installation, more slope protection pipes 2 are connected using the pipe fitting joint with several interface tubes, make more slope protections
The connection of pipe 2 forms interconnected multiple revetment grids.So that multiple revetment grids is interconnected, be convenient for overall perfusion into it,
Improve charging efficiency；The one-piece casting structure formed after perfusion, stable structure, it is ensured that stability of slope.As shown in figure 3, this implementation
The revetment grid of example is equilateral quadrangle revetment grid.As shown in figure 3, pipe fitting joint 3 includes: four for connecting slope protection pipe 2
Connection for bbreather pipe 31；For connecting slope protection pipe 2 and anchoring the five-way pipe joint 32 of pipe.Wherein, four-way union 31, which has, is located at together
Four interface tubes of one plane, for connecting be laid in slope surface four slope protection pipes；Five-way pipe joint 32, which has, is located at first
Four interface tubes of plane and an interface tube positioned at the second plane, four interface tubes positioned at the first plane are for connecting paving
Four slope protection pipes being located in slope surface, an interface tube positioned at the second plane is for connecting anchoring tube top end connector；Wherein,
Two planes are perpendicular to the first plane.
The shape of revetment grid is not limited to equilateral quadrangle, can be according to the interface tube quantity and slope protection pipe 2 of pipe fitting joint
Length be adjusted.The specification of slope protection pipe 2 is determined according to slope matter and the gradient；The specification of the slope protection reinforcing bar 4 worn in slope protection pipe 2
And quantity is determined according to slope matter and the gradient.
Wherein, as shown in fig. 7, the slope protection reinforcing bar 4 of the present embodiment is centrally located in slope protection pipe 2.Specifically, at least protecting
Locating piece 5 is respectively set in position in slope pipe 2 by two close end, for keeping slope protection reinforcing bar placed in the middle；Agglutination material is perfused into slope protection pipe 2
When material, the slope protection reinforcing bar being centrally located is convenient for cementing integral with cementing material, conducive to stable structure.
As shown in figure 8, the locating piece 5 of the present embodiment uses reinforcing bar fastener.Specifically, reinforcing bar fastener is with certain length steel
Muscle is made, and the length 2L of the reinforcing bar fastener to complete, two half of angle αs and slope protection pipe 2 and slope protection reinforcing bar 4
Geometrical relationship shown in Fig. 8 need to be met, just can ensure that slope protection reinforcing bar 4 is located at 2 center of slope protection pipe, specific geometrical relationship
Are as follows:
Wherein, R is the radius of slope protection pipe 2；R is the radius of slope protection reinforcing bar 4；θ be slope protection pipe 2 radius and reinforcing bar fastener it
Between angle；α is the angle between two one side of something of reinforcing bar fastener；L is the half of reinforcing bar fastener length.
When it is implemented, reinforcing bar fastener can be fabricated to " V " font reinforcing bar fastener as illustrated in fig. 9 and as shown in figure 9b
Containing circle reinforcing bar fastener.
When positioning slope protection reinforcing bar 4 using " V " font reinforcing bar fastener, first by two " V " font reinforcing bar fastener bindings in slope protection
On reinforcing bar 4, then the slope protection reinforcing bar 4 for being banded with " V " font reinforcing bar fastener interted in slope protection pipe 2, and makes two " V " Zee bar steel Zs
Muscle fastener is located at the position that two close end is leaned in slope protection pipe 2.As illustrated in fig. 9, " V " font reinforcing bar fastener is by certain length
Bending is made reinforcing bar at its center, and when binding slope protection reinforcing bar 4, the binding of slope protection reinforcing bar 4 is arrived to the bending of " V " font reinforcing bar fastener
Place.
The method and the method phase of " V " font reinforcing bar fastener positioning slope protection reinforcing bar 4 of the positioning slope protection reinforcing bar 4 of the reinforcing bar fastener containing circle
Together, it repeats no more.As shown in figure 9b, the reinforcing bar fastener containing circle crimps a lasso system by the reinforcing bar of certain length at its center
At set loop diameter is slightly larger than the diameter of slope protection reinforcing bar 4, and when binding slope protection reinforcing bar 4, set snare on slope protection reinforcing bar 4 and is bound.
Wherein, the anchor bar of the present embodiment is also centrally located in anchoring pipe.Specifically, at least close in anchoring pipe
The position at both ends is respectively arranged to the locating piece for keeping anchor bar placed in the middle.Be arranged the mode of locating piece with it is right in slope protection pipe 2
The mode that locating piece is arranged in slope protection reinforcing bar 4 is identical, repeats no more.
As shown in Figures 2 and 3, slope protection pipe 2 gradually is laid with to top of the slope since the bottom of slope of adjacent spats 6.Utilize four-way pipe connector
First 31 connection slope protection pipe 2, connects slope protection pipe 2 using five-way pipe joint 32 and anchoring is managed, and to the slope protection being interspersed in slope protection pipe 2
Reinforcing bar 4 is fixed.Slope protection reinforcing bar of the invention utilizes the fixation of pipe fitting joint 3 or binding and fixing.
The method that slope protection reinforcing bar 4 is fixed is described in detail with reference to the accompanying drawings and examples.
Embodiment one
The slope protection reinforcing bar of the present embodiment is fixed using pipe fitting joint 3.Specifically, a slope protection pipe 2 is correspondingly arranged a shield
Slope reinforcing bar 4, and the length of slope protection reinforcing bar 4 is equal to or the length of slightly longer than slope protection pipe 2, and the both ends of slope protection reinforcing bar 4 is made to be all exposed shield
Outside slope pipe 2, in order to which slope protection reinforcing bar 4 is fixed.
32 integrated injection molding of five-way pipe joint of the present embodiment, as shown in Figures 4 and 5, any interface tube includes: to be used for
Connect the outer tube 321 of slope protection pipe 2；For connecting the inner tube 322 of slope protection reinforcing bar 4, it is located at 321 center of outer tube；For by inner tube
322 are fixed on the dowel 323 at 321 center of outer tube.Wherein, slope protection pipe 2 and outer tube 321 are interference fitted, slope protection reinforcing bar 4 and inner tube
322 interference fits.The shape of inner tube 322 can be determined according to the specification and quantity of the slope protection reinforcing bar 4 worn in slope protection pipe 2.
When connecting slope protection pipe 2 using the five-way pipe joint 32 of the present embodiment, the nozzle insertion of slope protection pipe 2 is located at the first plane
Outer tube 321 in, while in the end insertion inner tube 322 of slope protection reinforcing bar 4, to realize fixation to slope protection reinforcing bar 4.With anchor pole
When being fixedly connected, the nozzle insertion for anchoring pipe is located in the outer tube 321 of the second plane, while the end of anchor bar is inserted into and is corresponded to
Inner tube 322 in.
Interface tube structure of the four interface tube structures of the four-way union 31 of the present embodiment with five-way pipe joint 32.
Embodiment two
The slope protection reinforcing bar 4 of the present embodiment passes through binding and fixing.Specifically, the length of slope protection reinforcing bar 4 is longer than slope protection pipe 2
Length can be arranged two or more even more slope protection pipes 2 outside a slope protection reinforcing bar 4.At this point, being fixedly connected with slope protection
Before pipe 2 and slope protection reinforcing bar 4, slope protection pipe 2 is first arranged on slope protection reinforcing bar 4；Recycle the present embodiment four-way union 31 or
Five-way pipe joint 32 connects slope protection pipe 2.The slope protection reinforcing bar 4 of the slope protection reinforcing bar 4 or intersection that intersect at the node of revetment grid
Binding and fixing are carried out by the method for binding reinforcing steel bars of the prior art between anchor bar.
As shown in fig. 6, the five-way pipe joint 32 of the present embodiment includes: upper connection 32a；With upper connection 32a snapping
Lower connector 32b.After upper connection 32a and lower connector 32b fastening, four interface tubes for holding slope protection pipe 2 tightly are formed.Its
In, the lower connector 32b of five-way pipe joint 32 also has the interface tube for connecting anchoring pipe.Utilize the Five-way tube of the present embodiment
When connector 32 connects slope protection pipe 2 and anchoring pipe, after first lower connector 32b and anchoring pipe are connected, then by anchor bar top
Connector and slope protection reinforcing bar 4 carry out binding and fixing, finally fasten upper connection 32a and lower connector 32b.
Wherein, upper connection of the structure of the upper connection of the four-way union 31 of the present embodiment with five-way pipe joint 32
32a, its underpart connector and upper connection be symmetrical and snapping.Before connecting slope protection pipe 2 using the four-way union 31 of the present embodiment, first
Slope protection reinforcing bar 4 is subjected to binding and fixing, then the upper connection of four-way union 31 is fastened with lower connector and connect slope protection pipe
2。
After being fixedly connected with slope protection pipe 2 and slope protection reinforcing bar 4, agglutination material is perfused into interconnected multiple revetment grids
Material, specifically includes the following steps: to the not connected slope protection pipe 2 for the four-way union 31 or five-way pipe joint 32 for being located at top of the slope
Cementing material is perfused in interface tube；Under gravity, cementing material flows from above to below, until filling up all slope protection nets
Lattice.Cementing material of the invention using non-metallic bond material, such as concrete, phosphorus magnesium or gypsum etc., is matched by the label of concrete
Than being determined according to slope matter and the gradient.
After the completion of concreting, the region surrounded to each revetment grid is modified, and forms multiple conserve water and soil
Grid planting area, specifically includes the following steps: the region surrounded to revetment grid is excavated, to form plantation hole；In shape
During at plantation hole, by the remaining mound excavated product in the slope surface being located at below plantation hole, in order under plantation hole
The rectangular wall of conserving water and soil at higher than plantation hole.On the one hand the grid planting area formed in the above manner can plant
Planting plants in cheating carry out ecological recovery, water and soil conservation；On the other hand it can use wall accumulation rainwater of conserving water and soil, carry out water
Soil is kept.
Slope protection pipe and anchoring pipe of the invention uses pvc pipe, is also possible to the hoses such as PE pipe, PC pipe, PEC pipe；It can also be with
It is stainless steel tube, glass reinforced plastic pipe etc..
Although above-mentioned elaborate the present invention, however, the present invention is not limited thereto, those skilled in the art can
It is modified with principle according to the present invention, therefore, the various modifications that all principles according to the invention carry out all should be understood as
Fall into protection scope of the present invention.
Claims (10)
1. a kind of method of quick ecological slope controlling, comprising: install more anchor poles in slopes；It is characterized by further comprising:
It is laid with more slope protection pipes in slope surface, more slope protection pipes is made to connect to form interconnected multiple revetment grids；
While forming interconnected multiple revetment grids, multiple revetment grids are fixedly connected with more anchor poles to be formed
Three-dimensional slope protection structure；
Cementing material is perfused into interconnected multiple revetment grids, keeps the multiple revetment grid cementing integral to be formed
Stable three-dimensional slope protection structure；
The region surrounded to each revetment grid is modified, and multiple grid planting areas conserved water and soil are formed.
2. the method for quick ecological slope controlling according to claim 1, which is characterized in that be equipped in the slope protection pipe
Slope protection reinforcing bar.
3. the method for quick ecological slope controlling according to claim 2, which is characterized in that the installation in slopes is more
Root anchor pole includes:
More piece anchorings pipe of the placement for being connect with slope protection pipe into slopes；
The anchor bar for connecting with slope protection reinforcing bar is worn in the anchoring pipe；
Cementing material is perfused into the anchoring pipe, keeps the anchoring pipe and the anchor bar worn in it cementing integral.
4. the method for quick ecological slope controlling according to claim 3, which is characterized in that the laying in slope surface is more
Root slope protection pipe connects more slope protection pipes to form interconnected multiple revetment grids and include:
Connect more slope protection pipes using the pipe fitting joint with several interface tubes, make more slope protection pipes connect to be formed it is interconnected
Multiple revetment grids；
Wherein, when connecting more slope protection pipes using pipe fitting joint, slope protection reinforcing bar is fixed.
5. the method for quick ecological slope controlling according to claim 4, which is characterized in that the revetment grid is four sides
Shape revetment grid, the pipe fitting joint include:
Four-way union has four interface tubes being generally aligned in the same plane, for connecting four slope protection pipes；
Five-way pipe joint has an interface tube positioned at four interface tubes of the first plane and positioned at the second plane, is located at
Four interface tubes of the first plane are for connecting four slope protection pipes, and an interface tube positioned at the second plane is for connecting anchoring
Pipe；
Wherein, the second plane is perpendicular to the first plane.
6. the method for quick ecological slope controlling according to claim 5, which is characterized in that the anchor bar is described
It is centrally located in anchoring pipe；The slope protection reinforcing bar is centrally located in the slope protection pipe.
7. the method for quick ecological slope controlling according to claim 6, which is characterized in that at least in the anchoring pipe
The locating piece for keeping anchor bar placed in the middle is respectively arranged to by the position of two close end；By two close end at least in the slope protection pipe
Position is respectively arranged to the locating piece for keeping slope protection reinforcing bar placed in the middle.
8. the method for quick ecological slope controlling according to claim 7, which is characterized in that described to each revetment grid
The region of encirclement is modified, and is formed multiple grid planting areas conserved water and soil and is included:
The region surrounded to revetment grid is excavated, to form plantation hole；
During forming plantation hole, by the remaining mound excavated product be located at plantation hole below slope surface on, in order to
The wall of conserving water and soil for being higher than plantation hole is formed below plantation hole.
9. the method for quick ecological slope controlling according to claim 3, which is characterized in that the slope protection pipe and anchoring pipe
Using pvc pipe, PE pipe or stainless steel tube, glass reinforced plastic pipe.
10. the method for quick ecological slope controlling according to claim 1, which is characterized in that the cementing material uses
Non-metallic bond material.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201810980084.8A CN109024628A (en) | 2018-08-27 | 2018-08-27 | A kind of method of quick ecological slope controlling |
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| CN201810980084.8A CN109024628A (en) | 2018-08-27 | 2018-08-27 | A kind of method of quick ecological slope controlling |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116876533A (en) * | 2023-06-30 | 2023-10-13 | 济南黄河路桥建设集团有限公司 | Mountain reinforcement and restoration method |
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| US20120304586A1 (en) * | 2011-06-06 | 2012-12-06 | Masonry Reinforcing Corporation Of America | Bond beam rebar positioner |
| JP3197576U (en) * | 2015-01-09 | 2015-05-28 | 由伍 小宮 | Protection walls and protection dams to prevent landslides. |
| CN104947694A (en) * | 2015-05-18 | 2015-09-30 | 兰泽民 | Earth slope grouting reinforcement construction method |
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| CN116876533A (en) * | 2023-06-30 | 2023-10-13 | 济南黄河路桥建设集团有限公司 | Mountain reinforcement and restoration method |
| CN116876533B (en) * | 2023-06-30 | 2024-03-26 | 济南黄河路桥建设集团有限公司 | Mountain reinforcement and restoration method |
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