CN107642098A - One kind washes away area's side slope ecological protection structure and preparation method thereof by force - Google Patents
One kind washes away area's side slope ecological protection structure and preparation method thereof by force Download PDFInfo
- Publication number
- CN107642098A CN107642098A CN201711118809.4A CN201711118809A CN107642098A CN 107642098 A CN107642098 A CN 107642098A CN 201711118809 A CN201711118809 A CN 201711118809A CN 107642098 A CN107642098 A CN 107642098A
- Authority
- CN
- China
- Prior art keywords
- concrete frame
- side slope
- base material
- wire netting
- protection structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000002360 preparation method Methods 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 46
- 239000010959 steel Substances 0.000 claims abstract description 46
- 239000000758 substrate Substances 0.000 claims abstract description 43
- 239000000463 material Substances 0.000 claims abstract description 42
- 239000002689 soil Substances 0.000 claims abstract description 13
- 230000002787 reinforcement Effects 0.000 claims description 11
- 239000004745 nonwoven fabric Substances 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000005406 washing Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 6
- 238000005266 casting Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000003337 fertilizer Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- -1 life Long element Substances 0.000 description 2
- 229930192334 Auxin Natural products 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- ZLMJMSJWJFRBEC-UHFFFAOYSA-N Potassium Chemical compound [K] ZLMJMSJWJFRBEC-UHFFFAOYSA-N 0.000 description 1
- 239000002363 auxin Substances 0.000 description 1
- 230000037396 body weight Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- SEOVTRFCIGRIMH-UHFFFAOYSA-N indole-3-acetic acid Chemical compound C1=CC=C2C(CC(=O)O)=CNC2=C1 SEOVTRFCIGRIMH-UHFFFAOYSA-N 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 229910052700 potassium Inorganic materials 0.000 description 1
- 239000011591 potassium Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
Landscapes
- Pretreatment Of Seeds And Plants (AREA)
Abstract
The invention belongs to side slope protection technical field, disclose it is a kind of wash away area's side slope ecological protection structure and preparation method thereof by force, for solving the problems, such as existing safeguard structure, there is tensile capacity is low and poor durability.The present invention includes the concrete frame being covered in side slope, it is characterized in that, the concrete frame is formed by connecting by the concrete frame being cross-linked together, the upper end of concrete frame is connected with capping beam, the lower end of concrete frame is connected with foundation beam, the junction of concrete frame is connected with the spiral steel pile for tilting and stretching into the soil body inside side slope, covered with substrate layer on concrete frame, the surface of substrate layer is covered with the base material Seed Layer for planting vegetation, wire netting is equipped between substrate layer and base material Seed Layer, the concrete frame is connected with embedded bar, the lower end of embedded bar is stretched into concrete frame, the upper end of embedded bar is stretched into base material Seed Layer through substrate layer and wire netting.
Description
Technical field
The invention belongs to side slope protection for technical field, and in particular to it is a kind of strong wash away area's side slope ecological protection structure and its
Preparation method.
Background technology
With the expansion of transportation network and perfect, it will run into high-speed railway or highway and pass through soil property hillside area
Situation.For washing away area's soil-slope by force, due to excavating reason, the problem of soil erosion easily occur and slide, while side slope is green
Change can beautify the environment, water conservation, purify air, environment protection significance is than more prominent.
The problem of prior art is in order to prevent the soil body to be lost in and slide, existing safeguard structure is entered using anchor bolt frame structure
Row fastening, this mode cause axis force of anchor low because the breakout capacity of anchor pole is poor so that can not solve soil body cunning very well
The problem of dynamic；Simultaneously because the frame structure of prior art, because area compared with conference reduces green coverage, plant has been merely capable of
To the effect of soil mass consolidation, it is impossible to whole one entirety of safeguard structure Roewe, and due to anchor pole tensile capacity difference
Problem, cause frame structure poor durability.
The content of the invention
The present invention provides one to solve the problems, such as existing safeguard structure there is tensile capacity is low and poor durability
Kind washes away area's side slope ecological protection structure and preparation method thereof by force, can either improve tensile capacity and stability, improves protection knot
The service life of structure；Green coverage can be increased simultaneously, vegetation can form an entirety with safeguard structure, further improve anti-
Shield acts on.
To solve technical problem, the technical solution adopted in the present invention is：
One kind washes away area's side slope ecological protection structure by force, including the concrete frame being covered in side slope, it is characterised in that
The concrete frame is formed by connecting by the concrete frame being cross-linked together, and the upper end of concrete frame, which is connected with, bears down on one
Beam, the lower end of concrete frame are connected with foundation beam, and the junction of concrete frame, which is connected with to tilt, stretches into the soil body inside side slope
Spiral steel pile, covered with substrate layer on concrete frame, the surface of substrate layer covered with the base material Seed Layer for planting vegetation,
It is equipped with wire netting between substrate layer and base material Seed Layer, the concrete frame is connected with embedded bar, under embedded bar
End is stretched into concrete frame, and the upper end of embedded bar is stretched into base material Seed Layer through substrate layer and wire netting.If side slope
There is during potential water use, spiral steel pile should pass through the potential water use of side slope, so as to improve the fastening ability of side slope.
The present invention is fastened by spiral steel pile structure to concrete frame, anchor structure compared with prior art, it is possible to increase
Breakout capacity, and then improve the tensile capacity of safeguard structure；Simultaneously because concrete frame is connected by concrete frame staggeredly
Form, on the one hand can improve the stability of concrete frame in itself, while by laying substrate layer and base material Seed Layer, whole side
Slope can be carried out preparing plantation, so as to improve planting technique area, improve afforestation effect；And due to embedded bar and metal
Net connection, vegetation root system in growth course is connected as an entirety with wire netting, and embedded bar connects with concrete frame
It is connected together so that vegetation forms an organic whole with safeguard structure, further improves stability and the use of safeguard structure
Life-span.
The wire netting links together with embedded bar, as a kind of preferable mode of the present invention, wire netting with it is pre-buried
Reinforcing bar by steel wire lashing together.
As a kind of preferable mode of the present invention, the spiral steel pile is vane type spiral piling bar, vane type spiral piling bar
Piling bar and the contact area inside side slope can be further improved, so as to further improve tensile capacity.
In order to improve the service life of spiral steel pile, prevent occurring situation about corroding inside side slope, the spiral steel pile
Surface be provided with anticorrosive coat；Preferably, handled using whole spiral steel pile using galvanized anticorrosive.
Wire netting or bar-mat reinforcement are equipped with the concrete frame, by setting wire netting or bar-mat reinforcement, one can be entered
Step improves the stability of concrete frame, reaches the purpose for improving durability.
As a kind of preferable mode of the present invention, the surface of the base material Seed Layer passes through non-woven fabrics covered with non-woven fabrics
The vegetation of plantation is conserved.
The present invention also provides a kind of strong preparation method for washing away area's side slope ecological protection structure, it is characterised in that including such as
Lower step：
(1) concrete frame rack slot is excavated；
(2) spiral steel pile is constructed；
(3) foundation beam construction is carried out after spiral steel pile construction is completed；
(4) wire netting or bar-mat reinforcement of concrete frame are laid；
(5) embedded bar is arranged；
(6) casting concrete framework；
(7) capping beam is constructed；
(8) substrate layer is laid on concrete frame；
(9) wire netting is covered on the surface of substrate layer；
(10) base material Seed Layer is laid.
The wire netting is linked together with embedded bar by steel wire lashing.
The spiral steel pile is vane type spiral piling bar；The surface of the spiral steel pile is provided with anticorrosive coat.
The surface of the base material Seed Layer is covered with non-woven fabrics.
Compared with prior art, the invention has the advantages that：
The present invention is fastened by spiral steel pile structure to concrete frame, anchor structure compared with prior art,
Breakout capacity can be improved, and then improves the tensile capacity of safeguard structure；Simultaneously because concrete frame is by coagulation staggeredly
Native frame is formed by connecting, and on the one hand can improve the stability of concrete frame in itself, while by laying substrate layer and base material seed
Layer, whole side slope can be carried out preparing plantation, so as to improve planting technique area, improve afforestation effect；And due to pre-buried
Reinforcing bar connects with wire netting, and vegetation root system and wire netting in growth course are connected as an entirety, and embedded bar and coagulation
Native framework links together again so that vegetation forms an organic whole with safeguard structure, further improves the steady of safeguard structure
Qualitative and service life.
The spiral steel pile of the present invention is vane type spiral piling bar, and vane type spiral piling bar can further improve piling bar and side
Contact area inside slope, so as to further improve tensile capacity.
The spiral steel pile of the present invention can be prevented occurring situation about corroding inside side slope, be carried by the design of anticorrosive coat
The service life of high spiral steel pile.
Wire netting or bar-mat reinforcement are equipped with the concrete frame of the present invention, can by setting wire netting or bar-mat reinforcement
The stability of concrete frame is further improved, reaches the purpose for improving durability.
The preparation method of protection side slope provided by the invention, has the characteristics of work progress is simple.
Brief description of the drawings
Fig. 1 is the concrete frame and spiral steel pile front layout drawing of the present invention；
Fig. 2 is the sectional view schematic diagram that B-B locates in Fig. 1, the potential slip of the broken string expression side slope of arc in body weight accompanying drawing 2
Face；
Fig. 3 is the partial enlarged drawing schematic diagram at A in Fig. 2；
Marked in figure：1st, spiral steel pile, 2, concrete frame, 3, foundation beam, 4, capping beam, 5, embedded bar, 6, base material
Layer, 7, base material Seed Layer, 8, wire netting.
Embodiment
With reference to embodiment, the invention will be further described, and described embodiment is only a present invention part
Embodiment, it is not whole embodiments.Based on the embodiment in the present invention, one of ordinary skill in the art is not making
Other embodiments used obtained under the premise of creative work, belong to protection scope of the present invention.
With reference to accompanying drawing, of the invention washes away area's side slope ecological protection structure by force, including the concrete frame being covered in side slope
Frame 2, the concrete frame 2 are formed by connecting by the concrete frame being cross-linked together, and the upper end of concrete frame 2 is connected with
Capping beam 4, the lower end of concrete frame 2 are connected with foundation beam 3, and the junction of concrete frame is connected with inclination and stretched into inside side slope
The spiral steel pile 1 of the soil body, the junction of concrete frame are each cross-point locations of concrete frame, the overlying of concrete frame 2
Substrate layer 6 is stamped, the surface of substrate layer 6 is covered with the base material Seed Layer 7 for planting vegetation, substrate layer 6 and base material Seed Layer 7
Between be equipped with wire netting 8, the concrete frame 2 is connected with embedded bar 5, and concrete frame is stretched into the lower end of embedded bar 5
In frame 2, the upper end of embedded bar 5 is stretched into base material Seed Layer 7 through substrate layer 6 and wire netting 8.If there is potential for side slope
During sliding surface (the arc broken string in such as accompanying drawing 2), spiral steel pile 1 should pass through the potential water use of side slope, so as to improve opposite side
The fastening ability on slope.The present invention is fastened by spiral steel pile structure to concrete frame, anchor pole compared with prior art
Structure, it is possible to increase breakout capacity, and then improve the tensile capacity of safeguard structure；Simultaneously because concrete frame is by staggeredly
Concrete frame is formed by connecting, and on the one hand can improve the stability of concrete frame in itself, while by laying substrate layer and base material
Seed Layer, whole side slope can be carried out preparing plantation, so as to improve planting technique area, improve afforestation effect；And due to
Embedded bar connects with wire netting, and vegetation root system and wire netting in growth course are connected as an entirety, and embedded bar with
Concrete frame links together again so that vegetation forms an organic whole with safeguard structure, further improves safeguard structure
Stability and service life.
The wire netting 8 links together with embedded bar 5, as a kind of preferable mode of the present invention, wire netting 8 with it is pre-
Reinforcing bar 5 is buried by steel wire lashing together.
As a kind of preferable mode of the present invention, the spiral steel pile 1 is vane type spiral piling bar, vane type spiral piling bar
Piling bar and the contact area inside side slope can be further improved, so as to further improve tensile capacity.
In order to improve the service life of spiral steel pile 1, prevent occurring situation about corroding inside side slope, the spiral steel pile
Surface be provided with anticorrosive coat；Preferably, handled using whole spiral steel pile using galvanized anticorrosive.
Wire netting or bar-mat reinforcement are equipped with the concrete frame 2, by setting wire netting or bar-mat reinforcement, one can be entered
Step improves the stability of concrete frame, reaches the purpose for improving durability.
As a kind of preferable mode of the present invention, the surface of the base material Seed Layer 8 passes through non-woven fabrics covered with non-woven fabrics
The vegetation of plantation is conserved.
The present invention also provides a kind of strong preparation method for washing away area's side slope ecological protection structure, comprises the following steps：
(1) concrete frame rack slot is excavated；
(2) spiral steel pile is constructed；
(3) foundation beam construction is carried out after spiral steel pile construction is completed；
(4) wire netting or bar-mat reinforcement of concrete frame are laid；
(5) embedded bar is arranged；
(6) casting concrete framework, it should be poured to more than the 8cm on slope soil surface during pouring, be
Say the thickness of concrete frame more than 8cm；
(7) capping beam is constructed；
(8) substrate layer is laid on concrete frame；
(9) wire netting is covered on the surface of substrate layer；
(10) base material Seed Layer is laid.
As a kind of mode of selection of the present invention, the type of spiral steel pile is vane type spiral piling bar；The diameter of spiral steel pile 1
For 50-80mm, wall thickness is about 0.1 times of caliber, and blade diameter is about 2.5-3.0 times of caliber.
The substrate layer 6 of the present invention is the ecological base material with certain bond performance, thickness about 8cm；Consisting of fertilizer, life
Long element, cement etc. are well mixed by a certain percentage, wherein nitrogen: phosphorus: potassium=10: 8: 7 composite fertilizer and organic matter, fertilizer amount is about
For 30-50g/m2；The layer is only sprayed in concrete frame surface.Wherein substrate layer 6 can also be according to specific plantation vegetation
Situation is adjusted, and for those skilled in the art, can be appreciated and understood that, is not being repeated herein.
As a kind of mode of selection of the present invention, the thickness of base material Seed Layer 7 is about 2-3cm, is formed as 25g/m2It is grass-seed, attached
Agent, wood-fibred, fertilizer, auxin, NMF and water；The layer is sprayed in whole side slope surface.
After the completion of base material Seed Layer 7 is sprayed, surface laying non-woven fabrics carries out vegetation maintenance, when lawn length is to 5cm, opens
Non-woven fabrics.
Embodiment one
The safeguard structure of the present embodiment, including the concrete frame being covered in side slope, the concrete frame is by staggeredly
The concrete frame to link together is formed by connecting, and the upper end of concrete frame is connected with capping beam, and the lower end of concrete frame connects
It is connected to foundation beam, the junction of concrete frame is connected with the spiral steel pile for tilting and stretching into the soil body inside side slope, on concrete frame
Covered with substrate layer, the surface of substrate layer covered with the base material Seed Layer for planting vegetation, substrate layer and base material Seed Layer it
Between be equipped with wire netting, the concrete frame is connected with embedded bar, and the lower end of embedded bar is stretched into concrete frame, in advance
The upper end for burying reinforcing bar is stretched into base material Seed Layer through substrate layer and wire netting.
Embodiment two
The safeguard structure of the present embodiment, including the concrete frame being covered in side slope, the concrete frame is by staggeredly
The concrete frame to link together is formed by connecting, and the upper end of concrete frame is connected with capping beam, and the lower end of concrete frame connects
It is connected to foundation beam, the junction of concrete frame is connected with the spiral steel pile for tilting and stretching into the soil body inside side slope, on concrete frame
Covered with substrate layer, the surface of substrate layer covered with the base material Seed Layer for planting vegetation, substrate layer and base material Seed Layer it
Between be equipped with wire netting, the concrete frame is connected with embedded bar, and the lower end of embedded bar is stretched into concrete frame, in advance
The upper end for burying reinforcing bar is stretched into base material Seed Layer through substrate layer and wire netting；The wire netting is connected to one with embedded bar
Rise.
Embodiment three
The safeguard structure of the present embodiment, including the concrete frame being covered in side slope, the concrete frame is by staggeredly
The concrete frame to link together is formed by connecting, and the upper end of concrete frame is connected with capping beam, and the lower end of concrete frame connects
It is connected to foundation beam, the junction of concrete frame is connected with the spiral steel pile for tilting and stretching into the soil body inside side slope, on concrete frame
Covered with substrate layer, the surface of substrate layer covered with the base material Seed Layer for planting vegetation, substrate layer and base material Seed Layer it
Between be equipped with wire netting, the concrete frame is connected with embedded bar, and the lower end of embedded bar is stretched into concrete frame, in advance
The upper end for burying reinforcing bar is stretched into base material Seed Layer through substrate layer and wire netting；The wire netting is connected to one with embedded bar
Rise；The spiral steel pile is vane type spiral piling bar.
Example IV
The safeguard structure of the present embodiment, including the concrete frame being covered in side slope, the concrete frame is by staggeredly
The concrete frame to link together is formed by connecting, and the upper end of concrete frame is connected with capping beam, and the lower end of concrete frame connects
It is connected to foundation beam, the junction of concrete frame is connected with the spiral steel pile for tilting and stretching into the soil body inside side slope, on concrete frame
Covered with substrate layer, the surface of substrate layer covered with the base material Seed Layer for planting vegetation, substrate layer and base material Seed Layer it
Between be equipped with wire netting, the concrete frame is connected with embedded bar, and the lower end of embedded bar is stretched into concrete frame, in advance
The upper end for burying reinforcing bar is stretched into base material Seed Layer through substrate layer and wire netting；The wire netting is connected to one with embedded bar
Rise；The spiral steel pile is vane type spiral piling bar；The surface of the spiral steel pile is provided with anticorrosive coat.
Embodiment five
On the basis of any of the above-described embodiment, wire netting or bar-mat reinforcement are equipped with the concrete frame.
Embodiment six
On the basis of any of the above-described embodiment, the surface of the base material Seed Layer is covered with non-woven fabrics.
Claims (10)
1. one kind washes away area's side slope ecological protection structure by force, including the concrete frame (2) being covered in side slope, its feature exist
In the concrete frame (2) is formed by connecting by the concrete frame being cross-linked together, and the upper end of concrete frame (2) connects
Capping beam (4) is connected to, the lower end of concrete frame (2) is connected with foundation beam (3), and the junction of concrete frame is connected with inclination and stretched
Enter the spiral steel pile (1) of the soil body inside side slope, covered on concrete frame (2) covered with substrate layer (6), the surface of substrate layer (6)
The base material Seed Layer (7) for planting vegetation is stamped, wire netting (8) is equipped between substrate layer (6) and base material Seed Layer (7),
The concrete frame (2) is connected with embedded bar (5), and the lower end of embedded bar (5) is stretched into concrete frame (2), pre-buried
The upper end of reinforcing bar (5) is stretched into base material Seed Layer (7) through substrate layer (6) and wire netting (8).
2. according to claim 1 wash away area's side slope ecological protection structure by force, it is characterised in that the wire netting (8) with
Embedded bar (5) links together.
3. according to claim 1 wash away area's side slope ecological protection structure by force, it is characterised in that the spiral steel pile (1)
For vane type spiral piling bar.
4. according to claim 3 wash away area's side slope ecological protection structure by force, it is characterised in that the spiral steel pile (1)
Surface be provided with anticorrosive coat.
5. according to claim 1 wash away area's side slope ecological protection structure by force, it is characterised in that the concrete frame
(2) wire netting or bar-mat reinforcement are equipped with.
6. according to claim 1 wash away area's side slope ecological protection structure by force, it is characterised in that the base material Seed Layer
(7) surface is covered with non-woven fabrics.
7. a kind of strong preparation method for washing away area's side slope ecological protection structure according to any one of claim 1-6, its
It is characterised by, comprises the following steps：
(1) concrete frame rack slot is excavated；
(2) spiral steel pile is constructed；
(3) foundation beam construction is carried out after spiral steel pile construction is completed；
(4) wire netting or bar-mat reinforcement of concrete frame are laid；
(5) embedded bar is arranged；
(6) casting concrete framework；
(7) capping beam is constructed；
(8) substrate layer is laid on concrete frame；
(9) wire netting is covered on the surface of substrate layer；
(10) base material Seed Layer is laid.
8. the strong preparation method for washing away area's side slope ecological protection structure according to claim 7, it is characterised in that step
(9) in, the wire netting of base material layer surface is linked together with embedded bar by steel wire lashing.
9. the strong preparation method for washing away area's side slope ecological protection structure according to claim 7, it is characterised in that the spiral shell
Rotation piling bar is vane type spiral piling bar；The surface of the spiral steel pile is provided with anticorrosive coat.
10. the strong preparation method for washing away area's side slope ecological protection structure according to claim 7, it is characterised in that described
The surface of base material Seed Layer is covered with non-woven fabrics.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711118809.4A CN107642098A (en) | 2017-11-13 | 2017-11-13 | One kind washes away area's side slope ecological protection structure and preparation method thereof by force |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711118809.4A CN107642098A (en) | 2017-11-13 | 2017-11-13 | One kind washes away area's side slope ecological protection structure and preparation method thereof by force |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107642098A true CN107642098A (en) | 2018-01-30 |
Family
ID=61125716
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711118809.4A Pending CN107642098A (en) | 2017-11-13 | 2017-11-13 | One kind washes away area's side slope ecological protection structure and preparation method thereof by force |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107642098A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108330914A (en) * | 2018-04-27 | 2018-07-27 | 河南创辉水利水电工程有限公司 | A kind of levee slope double-layer protecting device of mountain stream |
| CN109440723A (en) * | 2018-11-03 | 2019-03-08 | 垠星建设有限公司 | A kind of retaining wall for hydraulic engineering and its construction method |
| CN109594567A (en) * | 2018-11-15 | 2019-04-09 | 温州大学瓯江学院 | A kind of shotcrete protection rock slope ecological safeguard structure arrangement and its method |
| CN109594568A (en) * | 2018-11-15 | 2019-04-09 | 温州大学瓯江学院 | A kind of rock slope ecological safeguard structure and its method |
| CN109837917A (en) * | 2019-03-28 | 2019-06-04 | 广州桃园景观工程有限公司 | A kind of highway code builds slope planting structure and its construction technology |
| CN110258591A (en) * | 2019-06-14 | 2019-09-20 | 神华包神铁路集团有限责任公司 | The ruggedized construction and reinforced construction method of loess slope |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362132A (en) * | 2013-07-26 | 2013-10-23 | 六蜂王（石狮）环保建材有限公司 | Construction method of cast-in-site planting concrete revetment |
| CN105113518A (en) * | 2015-08-20 | 2015-12-02 | 三峡大学 | Construction method for ecological slope protecting base material by arranging slot pits in slope surface |
| CN205712141U (en) * | 2016-04-25 | 2016-11-23 | 辽宁有色基础工程公司 | A kind of apply soil-slope protection ecological lattice |
| CN106759104A (en) * | 2016-12-29 | 2017-05-31 | 浙江大学城市学院 | Ecological slope protection structure and construction method |
| CN207419499U (en) * | 2017-11-13 | 2018-05-29 | 固远晨通科技发展有限公司 | One kind washes away area's side slope ecological protection structure by force |
-
2017
- 2017-11-13 CN CN201711118809.4A patent/CN107642098A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103362132A (en) * | 2013-07-26 | 2013-10-23 | 六蜂王（石狮）环保建材有限公司 | Construction method of cast-in-site planting concrete revetment |
| CN105113518A (en) * | 2015-08-20 | 2015-12-02 | 三峡大学 | Construction method for ecological slope protecting base material by arranging slot pits in slope surface |
| CN205712141U (en) * | 2016-04-25 | 2016-11-23 | 辽宁有色基础工程公司 | A kind of apply soil-slope protection ecological lattice |
| CN106759104A (en) * | 2016-12-29 | 2017-05-31 | 浙江大学城市学院 | Ecological slope protection structure and construction method |
| CN207419499U (en) * | 2017-11-13 | 2018-05-29 | 固远晨通科技发展有限公司 | One kind washes away area's side slope ecological protection structure by force |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108330914A (en) * | 2018-04-27 | 2018-07-27 | 河南创辉水利水电工程有限公司 | A kind of levee slope double-layer protecting device of mountain stream |
| CN109440723A (en) * | 2018-11-03 | 2019-03-08 | 垠星建设有限公司 | A kind of retaining wall for hydraulic engineering and its construction method |
| CN109594567A (en) * | 2018-11-15 | 2019-04-09 | 温州大学瓯江学院 | A kind of shotcrete protection rock slope ecological safeguard structure arrangement and its method |
| CN109594568A (en) * | 2018-11-15 | 2019-04-09 | 温州大学瓯江学院 | A kind of rock slope ecological safeguard structure and its method |
| CN109837917A (en) * | 2019-03-28 | 2019-06-04 | 广州桃园景观工程有限公司 | A kind of highway code builds slope planting structure and its construction technology |
| CN109837917B (en) * | 2019-03-28 | 2023-11-03 | 广州桃园景观工程有限公司 | Highway stacking slope greening structure and construction process thereof |
| CN110258591A (en) * | 2019-06-14 | 2019-09-20 | 神华包神铁路集团有限责任公司 | The ruggedized construction and reinforced construction method of loess slope |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107642098A (en) | One kind washes away area's side slope ecological protection structure and preparation method thereof by force | |
| CN106522242B (en) | For soft stratum close to underground structure foundation pit supporting system construction method | |
| CN205999903U (en) | Environment-friendly type grass planting Concrete Highway protective slope structure | |
| CN208136927U (en) | A kind of soil cutting side slope supporting construction | |
| CN207419499U (en) | One kind washes away area's side slope ecological protection structure by force | |
| CN206736931U (en) | Highway Lithological Slope liana ecological safeguard structure | |
| CN105340614A (en) | Novel hard slope lattice ecological afforestation structure and method | |
| CN104612107A (en) | River channel reinforced gabion and water-permeable geotextile composite ecological slope protection retaining wall construction method | |
| CN107059882A (en) | Arch anchor net and Anchor-Pile Retaining Structure structure | |
| CN112431213B (en) | Ecological comprehensive treatment structure for semi-rigid support of artificial slope and construction method thereof | |
| CN110258591A (en) | The ruggedized construction and reinforced construction method of loess slope | |
| CN108374320A (en) | A kind of construction and construction method of novel RC-masonry combination arch bridge | |
| CN106522244B (en) | A kind of embankment combination binding structure and its construction method | |
| CN107859044A (en) | Soil embankment side slope protection unit and slope protecting device | |
| CN206408630U (en) | Anchor head is placed in the Pile-Anchor Supporting for Deep Excavation system of pile body | |
| CN111593748A (en) | Ecological protection structure of broken rock abrupt slope and construction method thereof | |
| CN205591233U (en) | High -steep soil nail grass planting slope protection structure system | |
| CN108222030A (en) | The lattice safeguard structure and construction method of a kind of not equidistant dregs side slope of transverse direction | |
| CN210216318U (en) | Ecological river course side slope protective structure | |
| CN209703527U (en) | A kind of three-dimensional ecology bag protective slope structure | |
| CN207933975U (en) | A kind of high stability concrete structure for slope protection system | |
| CN206385549U (en) | For soft stratum close to underground structure foundation pit supporting system | |
| CN110656653A (en) | Double-curve anchor head structure side slope protection device and construction method | |
| CN216515657U (en) | High side slope excavation slope protection system | |
| CN114635432A (en) | Construction method of composite ecological slope protection of foundation pit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180130 |
|
| RJ01 | Rejection of invention patent application after publication |