CN108775019A - A kind of quick ecological protective slope structure - Google Patents
A kind of quick ecological protective slope structure Download PDFInfo
- Publication number
- CN108775019A CN108775019A CN201810979795.3A CN201810979795A CN108775019A CN 108775019 A CN108775019 A CN 108775019A CN 201810979795 A CN201810979795 A CN 201810979795A CN 108775019 A CN108775019 A CN 108775019A
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- China
- Prior art keywords
- bank protection
- pipe
- grid
- reinforcing bar
- revetment
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Classifications
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- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of quick ecological protective slope structures, including：The more anchor poles in slopes；More bank protection pipes being laid in slope surface, the more bank protection pipes connect to form interconnected multiple revetment grids；It is poured in interconnected multiple revetment grids and makes the cementing integral cementing material of multiple revetment grids；The grid planting area conserved water and soil being formed in the region that each revetment grid surrounds；Wherein, the multiple revetment grid is fixedly connected to form three-dimensional slope protection structure with more anchor poles.The present invention builds grid and concrete perfusion using ready-made pipe fitting, and sound construction is conducive to stability of slope, and short construction period, at low cost.
Description
Technical field
The present invention relates to technical field of ecological slope protection more particularly to a kind of quick ecological protective slope structures.
Background technology
Existing protective slope structure utilizes mold casting concrete to be molded more.Than being whole with plane template concrete earlier
Cast, although this protective slope structure protection effect is pretty good, can not afforest, environmental disruption is serious.
In order to be afforested to bank protection, side slope is built by people using prefabricated concrete brick, among brick
Space at planting plants, although this protective slope structure has achieved the effect that greening, but has been hardly formed entirety between brick and brick, hold
Easily cave under the washing away of flow；Secondly precast concrete block is needed first with mold pouring molding, then is shipped to construction
Scene is constructed, this can extend construction period, increases cost.In addition, there is a kind of novel cast-in-place grid ecology shield at present
Slope structure, the protective slope structure utilize mold cast in situs revetment grid, do not have to prefabricated and carry, and can accelerate speed of application, and protect
Slope effect is preferable, but the protective slope structure remains unchanged and be unable to do without the use of mold, and long construction period is of high cost, cannot meet fast fast-growing
The demand of state slope controlling.
Invention content
The purpose of the present invention is exactly to provide a kind of quick ecological bank protection knot to overcome the above-mentioned problems of the prior art
Structure builds grid and concrete perfusion using ready-made pipe fitting, and sound construction is conducive to stability of slope, and short construction period, cost
It is low.
In order to realize the above-mentioned purpose of the present invention, following technical scheme is provided：
A kind of quick ecological protective slope structure, including：The more anchor poles in slopes；More shields being laid in slope surface
Slope is managed, and the more bank protection pipes connect to form interconnected multiple revetment grids；It is poured in interconnected multiple slope protection nets
In lattice and make the cementing integral cementing material of multiple revetment grids；The water storage being formed in the region that each revetment grid surrounds
The grid planting area of soil conservation；Wherein, the multiple revetment grid is fixedly connected to form three-dimensional slope protection structure with more anchor poles.
Preferably, it is equipped with bank protection reinforcing bar in the bank protection pipe.
Preferably, the more anchor poles include：It is placed in the more anchorings in slopes and for being connect with the bank protection pipe
Pipe；It is threaded through in the anchoring pipe and for the anchor bar with the bank protection bar connecting；It is poured in the anchoring pipe
Cementing material, the cementing material are cementing integral by anchoring pipe and anchor bar.
Preferably, the more bank protection pipes utilize the pipe fitting joint with several interface tubes to connect；The bank protection reinforcing bar profit
It is fixed with the pipe fitting joint or banding 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 bank protection pipes；Five-way pipe joint has positioned at the first plane
Four interface tubes and an interface tube positioned at the second plane are located at four interface tubes of the first plane for connecting four bank protections
Pipe is located at an interface tube of the second plane 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 bank protection reinforcing bar is in the bank 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 by two close end at least in the bank protection pipe is respectively arranged to the locating piece for keeping bank protection reinforcing bar placed in the middle.
Preferably, institute's grid planting area includes：By the region for surrounding revetment grid excavate the plantation of formation
Hole；Pass through the conserving water and soil higher than plantation hole for forming the remaining mound excavated product in the slope surface below plantation hole
Wall.
Preferably, the bank protection pipe and anchoring pipe are using pvc pipe, PE pipes 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.
Beneficial effects of the present invention embody in the following areas：
1) present invention is without using bank 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 bank protection reinforcing bar in bank protection pipe, and the anchor pole for making revetment grid and being placed in slopes fixes company
It connects, forms stable three-dimensional slope protection structure, improve the stability of bank protection.
3) present invention so that the bank protection reinforcing bar being interspersed in bank protection pipe is fixed between two parties, convenient for condense in concrete be centrally formed it is whole
Body is conducive to stable structure, improves the stability of bank 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.
Description of the drawings
Fig. 1 is the design sketch that bank protection is carried out using quick ecological protective slope structure 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 the three-dimensional slope protection structure of the present invention；
Fig. 4 is one embodiment of the fixed bank protection reinforcing bar of the present invention；
Fig. 5 is the sectional view of an interface tube shown in Fig. 4；
Fig. 6 is another embodiment of the fixed bank protection reinforcing bar of the present invention；
Fig. 7 is the schematic diagram that the present invention disposes bank protection reinforcing bar in single-unit bank protection pipe；
Fig. 8 is geometrical relationship figure of the reinforcing bar fastener in bank protection pipe vertical section；
Fig. 9 a are the schematic diagrames of one embodiment of the reinforcing bar fastener of the present invention；
Fig. 9 b are the schematic diagrames of another embodiment of the reinforcing bar fastener of the present invention.
Reference sign：1- anchor poles；2- bank protection pipes；3- pipe fitting joints；31- four-way unions；32- five-way pipe joints；
321- outer tubes；322- inner tubes；323- dowels；32a- upper connections；32b- lower connectors；4- bank protection reinforcing bars；5- locating pieces；6-
Spats；The ground 7-.
Specific implementation mode
The engineering that the present invention is suitable for quick ecological slope controlling is poured without using bank protection mold in ready-made pipe fitting
Concrete forms firm protective slope structure, and short construction period is at low cost.
As shown in Figures 1 to 3, quick ecological protective slope structure provided by the invention includes：The more anchor poles in slopes
1；More bank protection pipes 2 being laid in slope surface, more bank protection pipes 2 form interconnected multiple shields by the connection of pipe fitting joint 3
Slope grid；It is poured in interconnected multiple revetment grids and makes the cementing integral cementing material of multiple revetment grids；Shape
At the grid planting area conserved water and soil in the region that each revetment grid surrounds.Wherein, as shown in figure 3, being interconnected
Multiple revetment grids be fixedly connected with more anchor poles, formed three-dimensional slope protection structure；The quantity and spacing of anchor pole are according to slope protection net
The plant that the size and Qi Nei of lattice are planted is determined.As shown in Fig. 2, also having assigned shield in the bank protection pipe of formation revetment grid
Slope reinforcing bar 4, it is by cementing material that revetment grid and bank protection reinforcing bar 4 is cementing integral, form firm protective slope structure.
Quick ecological protective slope structure of the present invention is described in detail with reference to the accompanying drawings and examples.
The present invention anchor pole include：It is placed in the more anchoring pipes in slopes and for being connect with bank protection pipe；It is threaded through anchor
Gu in pipe and for the anchor bar (not shown) with bank protection bar connecting；The cementing material being poured in anchoring pipe, glue
Knot material is cementing integral for that will anchor pipe and anchor bar.
More anchor poles are installed to include the following steps in slopes：First slope surface according to anchoring pipe diameter size into slopes
It burrows；Secondly, the placement anchoring pipe in hole, and anchoring tube top end connector is made to stretch out outside slopes, in order to connect bank protection pipe 2；Again
It is secondary to wear anchor bar in anchoring pipe, and anchor bar top connector is made to stretch out outside slopes, in order to connect bank protection reinforcing bar 4；
Cementing material finally is perfused into anchoring pipe, keeps anchoring pipe and the anchor bar worn in it cementing integral.Wherein, on slope
Before more anchor poles 1 are installed in vivo, need to flatten slope surface substantially.
After the completion of rockbolt installation, it is laid with more bank protection pipes 2 in slope surface, is connected using the pipe fitting joint with several interface tubes
More bank protection pipes 2 are connect, the more connections of bank protection pipe 2 is made to form interconnected multiple revetment grids.Keep multiple revetment grids mutual
Connection, convenient for its interior overall perfusion, improving charging efficiency；The one-piece casting structure formed after perfusion, stable structure, it is ensured that side
Stablize on slope.As shown in figure 3, the revetment grid of the present embodiment is equilateral quadrangle revetment grid.As shown in figure 3, pipe fitting joint 3 wraps
It includes：Four-way union 31 for connecting bank protection pipe 2；For connecting bank protection pipe 2 and anchoring the five-way pipe joint 32 of pipe.Wherein,
Four-way union 31 has four interface tubes being generally aligned in the same plane, for connecting be laid in slope surface four bank protection pipes；Five
Connection for bbreather pipe 32 has an interface tube positioned at four interface tubes of the first plane and positioned at the second plane, is located at the first plane
Four interface tubes for connect four bank protection pipes being laid in slope surface, be used to connect positioned at an interface tube of the second plane
Anchor tube top end connector；Wherein, the second plane is 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 bank protection pipe 2 of pipe fitting joint
Length be adjusted.The specification of bank protection pipe 2 is determined according to slope matter and the gradient；The specification of the bank protection reinforcing bar 4 worn in bank protection pipe 2
And quantity is determined according to slope matter and the gradient.
Wherein, as shown in fig. 7, the bank protection reinforcing bar 4 of the present embodiment is centrally located in bank 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 bank protection reinforcing bar placed in the middle；Agglutination material is perfused into bank protection pipe 2
When material, the bank 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 to use certain length steel
Muscle is made, and the length 2L of the reinforcing bar fastener to complete, two half of angle αs and bank protection pipe 2 and bank protection reinforcing bar 4
Geometrical relationship shown in Fig. 8 need to be met, just can ensure that bank protection reinforcing bar 4 is located at 2 center of bank protection pipe, specific geometrical relationship
For：
Wherein, R is the radius of bank protection pipe 2；R is the radius of bank protection reinforcing bar 4；θ be bank 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 bank protection reinforcing bar 4 using " V " font reinforcing bar fastener, first by two " V " font reinforcing bar fastener bindings in bank protection
On reinforcing bar 4, then the bank protection reinforcing bar 4 for being banded with " V " font reinforcing bar fastener interted in bank 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 bank 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, when binding bank protection reinforcing bar 4, by the bending of the binding of bank protection reinforcing bar 4 to " V " font reinforcing bar fastener
Place.
The method phase of the method and " V " font reinforcing bar fastener positioning bank protection reinforcing bar 4 of the positioning bank protection of the reinforcing bar fastener containing circle reinforcing bar 4
Together, it repeats no more.As shown in figure 9b, the reinforcing bar fastener containing circle crimps a lasso system at its center by the reinforcing bar of certain length
At lasso is sleeved on bank protection reinforcing bar 4 and is bound when binding bank protection reinforcing bar 4 by the diameter that set loop diameter is slightly larger than bank protection reinforcing bar 4.
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 bank protection pipe 2
The mode that locating piece is arranged in bank protection reinforcing bar 4 is identical, repeats no more.
As shown in Figures 2 and 3, it when being laid with bank protection pipe 2, is gradually laid with to top of the slope since the bottom of slope of adjacent spats 6.Utilize four
Connection for bbreather pipe 31 connects bank protection pipe 2, connects bank protection pipe 2 using five-way pipe joint 32 and anchoring is managed, and to being interspersed in bank protection pipe 2
Bank protection reinforcing bar 4 be fixed.The bank protection reinforcing bar of the present invention is fixed using pipe fitting joint 3 or banding fixed.
The method that bank protection reinforcing bar 4 is fixed is described in detail with reference to the accompanying drawings and examples.
Embodiment one
The bank protection reinforcing bar of the present embodiment is fixed using pipe fitting joint 3.Specifically, a bank protection pipe 2 is correspondingly arranged a shield
Slope reinforcing bar 4, and the length of bank protection reinforcing bar 4 is equal to or the length of slightly longer than bank protection pipe 2, and the both ends of bank protection reinforcing bar 4 is made to be exposed independent from shield
Outside slope pipe 2, in order to which bank 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：For
Connect the outer tube 321 of bank protection pipe 2；Inner tube 322 for connecting bank protection reinforcing bar 4 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, bank protection pipe 2 is interference fitted with outer tube 321, bank 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 bank protection reinforcing bar 4 worn in bank protection pipe 2.
When connecting bank protection pipe 2 using the five-way pipe joint 32 of the present embodiment, the nozzle of bank protection pipe 2, which is inserted into, is located at the first plane
Outer tube 321 in, while the end of bank protection reinforcing bar 4 is inserted into inner tube 322, to realize fixation to bank protection reinforcing bar 4.With anchor pole
When being fixedly connected, the nozzle for anchoring pipe is inserted into 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 bank protection reinforcing bar 4 of the present embodiment passes through banding fixed.Specifically, the length of bank protection reinforcing bar 4 is longer than bank protection pipe 2
Length can be arranged two or more even more bank protection pipes 2 outside a bank protection reinforcing bar 4.At this point, being fixedly connected with bank protection
Before pipe 2 and bank protection reinforcing bar 4, bank protection pipe 2 is first arranged on bank protection reinforcing bar 4；Recycle the present embodiment four-way union 31 or
Five-way pipe joint 32 connects bank protection pipe 2.The bank protection reinforcing bar 4 of the bank protection reinforcing bar 4 or intersection that intersect at the node of revetment grid
Banding fixed is 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 snappings
Lower connector 32b.Upper connection 32a forms four interface tubes for holding bank protection pipe 2 tightly with after lower connector 32b fastenings.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 bank protection pipe 2 and anchoring pipe, after first lower connector 32b is connected with anchoring pipe, then by anchor bar top
Connector and bank protection reinforcing bar 4 carry out banding fixed, 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 bank protection pipe 2 using the four-way union 31 of the present embodiment, first
Bank protection reinforcing bar 4 is subjected to banding fixed, then the upper connection of four-way union 31 is fastened with lower connector and connect bank protection pipe
2。
After being fixedly connected with bank protection pipe 2 and bank protection reinforcing bar 4, agglutination material is perfused into interconnected multiple revetment grids
Material, specifically includes following steps：To the not connected bank protection pipe 2 of four-way union 31 or five-way pipe joint 32 positioned 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.The cementing material of the present invention using non-metallic bond material, such as concrete, phosphorus magnesium or gypsum etc., match by the label of concrete
Than according to slope matter and gradient determination.
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 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 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 hole carry out ecological recovery, water and soil conservation；On the other hand wall accumulation rainwater of conserving water and soil can be utilized, water is carried out
Soil is kept.
The bank protection pipe and anchoring pipe of the present invention uses pvc pipe, can also be the hoses such as PE pipes, PC pipes, PEC pipes；It can also
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 quick ecological protective slope structure, including：The more anchor poles in slopes；It is characterized in that, further including：
More bank protection pipes being laid in slope surface, the more bank protection pipes connect to form interconnected multiple revetment grids；
It is poured in interconnected multiple revetment grids and makes the cementing integral cementing material of multiple revetment grids；
The grid planting area conserved water and soil being formed in the region that each revetment grid surrounds；
Wherein, the multiple revetment grid is fixedly connected to form three-dimensional slope protection structure with more anchor poles.
2. quick ecological protective slope structure according to claim 1, which is characterized in that be equipped with bank protection steel in the bank protection pipe
Muscle.
3. quick ecological protective slope structure according to claim 2, which is characterized in that the more anchor poles include：
It is placed in the more anchoring pipes in slopes and for being connect with the bank protection pipe；
It is threaded through in the anchoring pipe and for the anchor bar with the bank protection bar connecting；
Anchoring pipe and anchor bar are cemented to one by the cementing material being poured in the anchoring pipe, the cementing material
Body.
4. quick ecological protective slope structure according to claim 3, which is characterized in that the more bank protection pipes, which utilize, has number
The pipe fitting joint of a interface tube connects；The bank protection reinforcing bar is fixed using the pipe fitting joint or banding fixed.
5. quick ecological protective slope structure according to claim 4, which is characterized in that the revetment grid is quadrangle bank protection
Grid, the pipe fitting joint include：
Four-way union has four interface tubes being generally aligned in the same plane, for connecting four bank 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
For connecting four bank protection pipes, an interface tube for being located at the second plane anchors four interface tubes of the first plane for connecting
Pipe；
Wherein, the second plane is perpendicular to the first plane.
6. quick ecological protective slope structure according to claim 5, which is characterized in that the anchor bar is managed in the anchoring
Inside it is centrally located；The bank protection reinforcing bar is centrally located in the bank protection pipe.
7. quick ecological protective slope structure according to claim 6, which is characterized in that at least close to two in anchoring pipe
The position at end is respectively arranged to the locating piece for keeping anchor bar placed in the middle；By the position of two close end point at least in the bank protection pipe
Locating piece for keeping bank protection reinforcing bar placed in the middle is not set.
8. quick ecological protective slope structure according to claim 7, which is characterized in that the grid planting area includes：
By the region for surrounding revetment grid excavate the plantation hole of formation；
Pass through the conserving water and soil higher than plantation hole for forming the remaining mound excavated product in the slope surface below plantation hole
Wall.
9. quick ecological protective slope structure according to claim 3, which is characterized in that the bank protection pipe and anchoring pipe use
Pvc pipe, PE pipes or stainless steel tube, glass reinforced plastic pipe.
10. quick ecological protective slope structure according to claim 1, which is characterized in that the cementing material is using nonmetallic
Binding material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810979795.3A CN108775019A (en) | 2018-08-27 | 2018-08-27 | A kind of quick ecological protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810979795.3A CN108775019A (en) | 2018-08-27 | 2018-08-27 | A kind of quick ecological protective slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108775019A true CN108775019A (en) | 2018-11-09 |
Family
ID=64028846
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810979795.3A Pending CN108775019A (en) | 2018-08-27 | 2018-08-27 | A kind of quick ecological protective slope structure |
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| Country | Link |
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| CN (1) | CN108775019A (en) |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5685029A (en) * | 1979-12-14 | 1981-07-10 | Raito Kogyo Kk | Protection work for slope |
| JPS5862223A (en) * | 1981-10-09 | 1983-04-13 | Furii Kogyo Kk | Slope protection work |
| JPS58143020A (en) * | 1982-02-19 | 1983-08-25 | Furii Kogyo Kk | Slope protection work |
| JPS61229024A (en) * | 1985-04-02 | 1986-10-13 | Kensetsu Kiso Eng Kk | Slope stabilization method |
| JPH07180157A (en) * | 1993-12-22 | 1995-07-18 | Tekken Constr Co Ltd | Slope protection method |
| JPH0813502A (en) * | 1994-07-01 | 1996-01-16 | Kajima Corp | Cut slope stabilization method |
| JP2002227213A (en) * | 2001-01-30 | 2002-08-14 | Suzuki Kinzoku Kogyo Kk | Slope-stabilizing method and its reinforced frame |
| JP2002309585A (en) * | 2001-04-12 | 2002-10-23 | Hara Sogyo Kk | Slope protection frame structure with permanent anchor |
| KR100560440B1 (en) * | 2005-07-14 | 2006-03-13 | 주식회사 우지스 | Composite fiber reinforced plastic reinforced grouting device for tunnel and slope and ground reinforcement method using this device |
| KR20070068991A (en) * | 2006-07-31 | 2007-07-02 | 주식회사 아이콘텍이앤씨 | Bar type anchor |
| US20080172975A1 (en) * | 2007-01-22 | 2008-07-24 | Hickory Springs Manufacturing Company | Rod positioner and associated method |
| 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. |
| CN208949898U (en) * | 2018-08-27 | 2019-06-07 | 深圳花果山生态科技有限公司 | A kind of quick ecological protective slope structure |
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2018
- 2018-08-27 CN CN201810979795.3A patent/CN108775019A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5685029A (en) * | 1979-12-14 | 1981-07-10 | Raito Kogyo Kk | Protection work for slope |
| JPS5862223A (en) * | 1981-10-09 | 1983-04-13 | Furii Kogyo Kk | Slope protection work |
| JPS58143020A (en) * | 1982-02-19 | 1983-08-25 | Furii Kogyo Kk | Slope protection work |
| JPS61229024A (en) * | 1985-04-02 | 1986-10-13 | Kensetsu Kiso Eng Kk | Slope stabilization method |
| JPH07180157A (en) * | 1993-12-22 | 1995-07-18 | Tekken Constr Co Ltd | Slope protection method |
| JPH0813502A (en) * | 1994-07-01 | 1996-01-16 | Kajima Corp | Cut slope stabilization method |
| JP2002227213A (en) * | 2001-01-30 | 2002-08-14 | Suzuki Kinzoku Kogyo Kk | Slope-stabilizing method and its reinforced frame |
| JP2002309585A (en) * | 2001-04-12 | 2002-10-23 | Hara Sogyo Kk | Slope protection frame structure with permanent anchor |
| KR100560440B1 (en) * | 2005-07-14 | 2006-03-13 | 주식회사 우지스 | Composite fiber reinforced plastic reinforced grouting device for tunnel and slope and ground reinforcement method using this device |
| KR20070068991A (en) * | 2006-07-31 | 2007-07-02 | 주식회사 아이콘텍이앤씨 | Bar type anchor |
| US20080172975A1 (en) * | 2007-01-22 | 2008-07-24 | Hickory Springs Manufacturing Company | Rod positioner and associated method |
| 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. |
| CN208949898U (en) * | 2018-08-27 | 2019-06-07 | 深圳花果山生态科技有限公司 | A kind of quick ecological protective slope structure |
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Application publication date: 20181109 |