CN109440789A - The slope treatment protective device of high strength steel strand spiral net chip architecture - Google Patents
The slope treatment protective device of high strength steel strand spiral net chip architecture Download PDFInfo
- Publication number
- CN109440789A CN109440789A CN201811445933.6A CN201811445933A CN109440789A CN 109440789 A CN109440789 A CN 109440789A CN 201811445933 A CN201811445933 A CN 201811445933A CN 109440789 A CN109440789 A CN 109440789A
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- steel strand
- strand wires
- high strength
- protective device
- chip architecture
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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
-
- 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
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- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The present invention provides the slope treatment protective devices of high strength steel strand spiral net chip architecture, including steel strand wires, orientation bar and non-slipping block；The steel strand wires are laid with along side slope inclined-plane；The upper end of the steel strand wires is transversely and horizontally connected with water collection sheet, and the lower end of steel strand wires is then laterally vertically connected with the Internal baffle of stainless steel；The both ends of the water collection sheet and Internal baffle are connected as one further through draining wing plate.The present invention provides the slope treatment protective devices of high strength steel strand spiral net chip architecture, the setting of its steel strand wires, it is interweaved by steel strand wires by the vertical muscle and the spiral bar vertical with vertical muscle of vertical pulling as reticular structure, and pass through electric welding at the node that each intersects on steel strand wires, so that steel strand wires longitudinal strength is strengthened, the setting of spiral bar just can put the soil layer in side slope together, and steel strand wires can realize the purpose stretched by water collection sheet and Internal baffle, reinforce the intensity of steel strand wires.
Description
Technical field
The present invention relates to civil engineering protection technology fields, more specifically, in particular to high strength steel strand spiral net
The slope treatment protective device of chip architecture.
Background technique
In Construction of Civil Engineering field, there are all kinds of side slopes.For road engineering, stability is opposite
Poor has high side slope of embankment and side-hill fill side slope, is easy to happen slope instability phenomenon in rainy season, serious or even will appear cunning
The qualitative problems of construction of the influence subgrade stability such as slope, collapsing.
Hair is analyzed by technology of the technical staff to the slope treatment protective device of high strength steel strand spiral net chip architecture
It is existing, vegetation is usually directly overlayed on road slope, if there can be preferable protection effect in the case where amount of rainfall is little
Fruit, but when rainfall is larger, the grass planting slope protection positioned at surface layer is easy to self-defence slump phenomenon, so part person who has rendered outstanding service uses
Setting protective net carrys out reinforcing side slope.However, this mode is only capable of preventing the side slope of embankment surface layer soil body from sliding, embankment can not be reinforced
And side slope of embankment itself, and the intensity of protective net is difficult to ensure in use.
Therefore, existing side slope protection technology all exists: the mode of grass planting slope protection is only capable of preventing the side slope of embankment surface layer soil body
It slides, embankment and side slope of embankment itself can not be reinforced, and the intensity of protective net is difficult to ensure etc. and to ask in use
Topic.
Summary of the invention
(1) technical problem
In conclusion the present invention provides the slope treatment protective device of high strength steel strand spiral net chip architecture, pass through knot
Structure and functional improvement are only capable of preventing the side slope of embankment surface layer soil body from sliding in a manner of solving grass planting slope protection, can not reinforce
Embankment and side slope of embankment itself, and the problem of the intensity of protective net is difficult to ensure in use.
(2) technical solution
The present invention provides the slope treatment protective devices of high strength steel strand spiral net chip architecture, for high strength steel
The slope treatment protective device of twisted wire spiral net chip architecture carries out technological innovation, in high strength steel strand spiral provided by the invention
It in the slope treatment protective device of mesh sheet structure, specifically includes: steel strand wires, vertical muscle, spiral bar, water collection sheet, water distribution component, the draining wing
Plate, speed change canal, damping column, bottom plate, anchor pole, anchor fixing groove, Internal baffle, outer baffle, guide pad, link block, push plate, installation
Hole, screw pull rod, adjusting cap, positioning column, selling sheet, orientation bar and non-slipping block；The steel strand wires are laid with along side slope inclined-plane；The steel
The upper end of twisted wire is transversely and horizontally connected with water collection sheet, and the lower end of steel strand wires is then laterally vertically connected with the interior gear of stainless steel
Plate；The both ends of the water collection sheet and Internal baffle are connected as one further through draining wing plate；It is symmetrical arranged on the water collection sheet
There are two anchor poles for vertical grafting；The lower end of the anchor pole offers the anchor fixing groove of semicircle shape；In the front side wall of the Internal baffle
Portion is vertically provided with forward link block, and is spirally connected on the ear block of the outer end of link block there are two screw pull rod, and screw pull rod
Rear end then passes through bearing and is rotatably connected on the front side wall of outer baffle；The outer baffle is parallel to each other with Internal baffle；The outer gear
Push plate is fixedly connected in the front end side wall of plate, the rear end of push plate is the structure of wedge shape, and opens up on the inclined surface of push plate
Mounting hole in be plugged with positioning column.
Preferably, the steel strand wires are interweaved by the vertical muscle and the spiral bar vertical with vertical muscle of vertical pulling as reticular structure,
And pass through electric welding at the node that each intersects on steel strand wires；
Preferably, the non-slipping block for being fixedly uniformly arranged with reversed acanthoid is spaced in the bottom plane of the water collection sheet, and anti-skidding
The inclined surface of block is towards side slope inclined-plane；
Preferably, the front end of the top planes of the water collection sheet is provided with the water distribution component of convex arc surfaced behind centre, and point
The left and right ends of water body just with draining wing plate upper end inside flush；
Preferably, the upper end of the draining wing plate is provided with the wide speed change canal in intermediate narrow both ends, and drains the speed change of wing plate
The lower end of canal is then provided at least five damping columns being laterally arranged；
Preferably, the left end of the front end side wall of the Internal baffle and right end are symmetrically arranged with the guide pad of vertical T-type；
Preferably, the upper end of the front plan of the Internal baffle is provided with forward vertical partition, and the upper end of outer baffle
Then it is lower than the partition bottom end of Internal baffle；
Preferably, the outer end of the screw pull rod is provided with the adjusting cap of regular hexahedron shape, and each of adjusting cap is flat
Circular through-hole is offered on face；
Preferably, the lower end of the positioning column in the push plate is provided with the selling sheet of semicircle shape, and the open end of selling sheet is lucky
Towards front end, furthermore positioning column left and right ends are vertically arranged with the orientation bar of rectangular-shape.
(3) beneficial effect
The present invention provides the slope treatment protective device of high strength steel strand spiral net chip architecture, steel strand wires are set
It sets, is interweaved by steel strand wires by the vertical muscle and the spiral bar vertical with vertical muscle of vertical pulling as reticular structure, and every on steel strand wires
Pass through electric welding at the node of one intersection, so that steel strand wires longitudinal strength is strengthened, the lucky energy of the setting of spiral bar
It is enough that soil layer in side slope is put together, and steel strand wires can realize the purpose stretched by water collection sheet and Internal baffle, reinforce steel and twist
The intensity of line.
The present invention provides the slope treatment protective device of high strength steel strand spiral net chip architecture, connected in Internal baffle
The setting of block and guide pad and outer baffle is symmetrically arranged with vertical T by the left end and right end of the front end side wall of Internal baffle
The guide pad of type, so that outer baffle can remain, the front plan of Internal baffle parallel with Internal baffle in the process of moving
Upper end be provided with vertical partition forward, and the upper end of outer baffle is then lower than the partition bottom end of Internal baffle so that outer baffle and
Internal baffle keeps sealing state during mutually drawing close, when this apparatus is used, it is necessary first to by outer baffle and Internal baffle
Between fill side slope soil, and steel strand wires are tensed by the screw pull rod on link block, realize the purpose of side slope protection.
Detailed description of the invention
Fig. 1 is that the left front upper square shaft in the embodiment of the present invention regards structural schematic diagram；
Fig. 2 is that the right back lower place axis in the embodiment of the present invention regards structural schematic diagram；
Fig. 3 is the overlooking structure diagram in the embodiment of the present invention；
Fig. 4 is the left view structural representation in the embodiment of the present invention；
Fig. 5 is the schematic view of the front view in the embodiment of the present invention；
Fig. 6 is that the positioning column and axis in push plate discrete state in the embodiment of the present invention regard structural schematic diagram；
Fig. 7 is that the positioning column and push plate discrete state lower axle in the embodiment of the present invention regard structural schematic diagram；
Fig. 8 is amplifier section structural schematic diagram in Fig. 7 in the embodiment of the present invention；
In Fig. 1 into Fig. 8, the corresponding relationship of component names or lines and accompanying drawing number are as follows:
1- steel strand wires, 101- indulge muscle, 102- spiral bar, 2- water collection sheet, 201- water distribution component, 3- and drain wing plate, 301- speed change
Canal, 302- damping column, 4- bottom plate, 5- anchor pole, 501- anchor fixing groove, 6- Internal baffle, 7- outer baffle, 8- guide pad, 9- connection
Block, 10- push plate, 1001- mounting hole, 11- screw pull rod, 1101- adjusting cap, 12- positioning column, 1201- selling sheet, 1202- orientation
Item, 13- non-slipping block.
Specific embodiment
Embodiments of the present invention are described in further detail with reference to the accompanying drawings and examples.Following embodiment is used for
Illustrate the present invention, but cannot be used to limit the scope of the invention.
In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more；Term " on ",
The orientation or positional relationship of the instructions such as "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description of the present invention and simplification of the description, rather than instruction or dark
Show that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as pair
Limitation of the invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and should not be understood as instruction or
Imply relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " connected " " connects
Connect " it shall be understood in a broad sense, for example, it may be being fixedly connected, it may be a detachable connection, or be integrally connected；It can be machine
Tool connection, is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For this field
For those of ordinary skill, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Fig. 1 is please referred to Fig. 8.
In order to solve to prevent existing for the slope treatment protective device of high strength steel strand spiral net chip architecture in the prior art
The problem for protecting effect difference is used for pair the invention proposes the slope treatment protective device of high strength steel strand spiral net chip architecture
The slope treatment protective device of high strength steel strand spiral net chip architecture carries out technological innovation, comprising: steel strand wires 1, vertical muscle 101,
Spiral bar 102, water collection sheet 2, water distribution component 201, draining wing plate 3, speed change canal 301, damping column 302, bottom plate 4, anchor pole 5, anchoring
Determine slot 501, Internal baffle 6, outer baffle 7, guide pad 8, link block 9, push plate 10, mounting hole 1001, screw pull rod 11, adjusting cap
1101, positioning column 12, selling sheet 1201, orientation bar 1202 and non-slipping block 13；Steel strand wires 1 are laid with along side slope inclined-plane；Steel strand wires 1 it is upper
End is transversely and horizontally connected with water collection sheet 2, and the lower end of steel strand wires 1 is then laterally vertically connected with the Internal baffle 6 of stainless steel；It catchments
The both ends of plate 2 and Internal baffle 6 are connected as one further through draining wing plate 3；It is symmetrical arranged on water collection sheet 2 and is plugged with two vertically
A anchor pole 5；The lower end of anchor pole 5 offers the anchor fixing groove 501 of semicircle shape；Vertically it is arranged forward in the middle part of the front side wall of Internal baffle 6
There is link block 9, and is spirally connected on the ear block of the outer end of link block 9 there are two screw pull rod 11, and the rear end of screw pull rod 11 then leads to
Bearing is crossed to be rotatably connected on the front side wall of outer baffle 7；Outer baffle 7 is parallel to each other with Internal baffle 6；The front end side wall of outer baffle 7
On be fixedly connected with push plate 10, the rear end of push plate 10 is the structure of wedge shape, and the installation opened up on the inclined surface of push plate 10
Positioning column 12 is plugged in hole 1001.
Wherein, steel strand wires 1 are interweaved by the vertical muscle 101 and the spiral bar 102 vertical with vertical muscle 101 of vertical pulling as netted knot
Structure, and pass through electric welding at the node that each intersects on steel strand wires 1, so that 1 longitudinal strength of steel strand wires is strengthened, spiral shell
The setting of rotation muscle 102 just can put the soil layer in side slope together；
Wherein, the non-slipping block 13 for being fixedly uniformly arranged with reversed acanthoid, and non-slipping block 13 are spaced in the bottom plane of water collection sheet 2
Inclined surface towards side slope inclined-plane, enable water collection sheet 2 firmly in side slope soil layer；
Wherein, the front end of the top planes of water collection sheet 2 is provided with the water distribution component 201 of convex arc surfaced behind centre, and divides water
The left and right ends of body 201 just with draining wing plate 3 upper end inside flush, water distribution component 201 is played in rainy season
The purpose of directional stream-guidance；
Wherein, the upper end for draining wing plate 3 is provided with the wide speed change canal 301 in intermediate narrow both ends, and drains the speed change canal of wing plate 3
301 lower end is then provided at least five damping columns 302 being laterally arranged, so that during rainwater is arranged outside, it being capable of quick edge
Pre- routing carries out, and excessive rainfall is avoided to diffuse in side slope；
Wherein, the left end of the front end side wall of Internal baffle 6 and right end are symmetrically arranged with the guide pad 8 of vertical T-type, so that outside
Baffle 7 can remain parallel with Internal baffle 6 in the process of moving；
Wherein, the upper end of the front plan of Internal baffle 6 is provided with forward vertical partition, and the upper end of outer baffle 7 is then low
In the partition bottom end of Internal baffle 6, so that outer baffle 7 and Internal baffle 6 keep sealing state during mutually drawing close；
Wherein, the outer end of screw pull rod 11 is provided with the adjusting cap 1101 of regular hexahedron shape, and adjusting cap 1101 is each
Circular through-hole is offered in a plane, during adjusting screw pull rod 11, can be inserted in adjusting cap by inserted link
Rotation adjustment is carried out in 1101 through-hole, to reach labour-saving purpose；
Wherein, the lower end of the positioning column 12 in push plate 10 is provided with the selling sheet 1201 of semicircle shape, and the opening of selling sheet 1201
End is just towards front end, and furthermore 12 left and right ends of positioning column are vertically arranged with the orientation bar 1202 of rectangular-shape, so that positioning column
12 always above by side slope when pressure, and the position for being able to maintain positioning column 12 is stablized.
The specifically used mode and effect of the present embodiment: the present invention, when this apparatus is used, it is necessary first to by outer baffle 7
Side slope soil is filled between Internal baffle 6, and is tensed steel strand wires 1 by the screw pull rod 11 on link block 9, realizes side slope
The purpose of protection, water collection sheet 2 are plugged in side slope, and fixed using anchor pole 5, after rainwater is converged from water collection sheet 2, Neng Gouxun
Speed reduces the erosion of side slope soil by draining 3 outlet of wing plate.
The embodiment of the present invention is given for the purpose of illustration and description, and is not exhaustively or by this to send out
It is bright to be limited to disclosed form.Many modifications and variations are obvious for the ordinary skill in the art.Choosing
Selecting and describe embodiment is and to make those skilled in the art to more preferably illustrate the principle of the present invention and practical application
It will be appreciated that the present invention is to design various embodiments suitable for specific applications with various modifications.
Claims (9)
1. the slope treatment protective device of high strength steel strand spiral net chip architecture, for high strength steel strand spiral mesh sheet knot
The slope treatment protective device of structure carries out technological innovation characterized by comprising steel strand wires (1), vertical muscle (101), spiral bar
(102), water collection sheet (2), water distribution component (201), draining wing plate (3), speed change canal (301), damping column (302), bottom plate (4), anchor
Bar (5), anchor fixing groove (501), Internal baffle (6), outer baffle (7), guide pad (8), link block (9), push plate (10), mounting hole
(1001), screw pull rod (11), adjusting cap (1101), positioning column (12), selling sheet (1201), orientation bar (1202) and non-slipping block
(13)；The steel strand wires (1) are laid with along side slope inclined-plane；The upper end of the steel strand wires (1) is transversely and horizontally connected with water collection sheet (2),
And the lower end of steel strand wires (1) is then laterally vertically connected with the Internal baffle (6) of stainless steel；The water collection sheet (2) and Internal baffle (6)
Both ends further through draining wing plate (3) be connected as one；Vertical grafting is symmetrical arranged on the water collection sheet (2), and there are two anchors
Bar (5)；The lower end of the anchor pole (5) offers the anchor fixing groove (501) of semicircle shape；In the middle part of the front side wall of the Internal baffle (6)
It is vertically provided with forward link block (9), and is spirally connected on the ear block of the outer end of link block (9) there are two screw pull rod (11), and spiral shell
The rear end of rotation pull rod (11) then passes through bearing and is rotatably connected on the front side wall of outer baffle (7)；The outer baffle (7) and Internal baffle
(6) it is parallel to each other；It is fixedly connected with push plate (10) in the front end side wall of the outer baffle (7), the rear end of push plate (10) is wedge
The structure of body shape, and positioning column (12) are plugged in the mounting hole (1001) opened up on the inclined surface of push plate (10).
2. the slope treatment protective device of high strength steel strand spiral net chip architecture according to claim 1, feature exist
In it is netted that the steel strand wires (1) are interweaved by the vertical muscle (101) and the spiral bar vertical with vertical muscle (101) (102) of vertical pulling
Structure, and pass through electric welding at the node that each intersects on steel strand wires (1).
3. the slope treatment protective device of high strength steel strand spiral net chip architecture according to claim 1, feature exist
In interval is fixedly uniformly arranged with the non-slipping block (13) of reversed acanthoid, and non-slipping block (13) in the bottom plane of the water collection sheet (2)
Inclined surface towards side slope inclined-plane.
4. the slope treatment protective device of high strength steel strand spiral net chip architecture according to claim 1, feature exist
The water distribution component (201) of convex arc surfaced after, the front end of the top planes of the water collection sheet (2) is provided with centre, and water distribution component
(201) left and right ends just with draining wing plate (3) upper end inside flush.
5. the slope treatment protective device of high strength steel strand spiral net chip architecture according to claim 1, feature exist
In the upper end of draining wing plate (3) is provided with the wide speed change canal (301) in intermediate narrow both ends, and drains the speed change canal of wing plate (3)
(301) lower end is then provided at least five damping columns (302) being laterally arranged.
6. the slope treatment protective device of high strength steel strand spiral net chip architecture according to claim 1, feature exist
The guide pad (8) of vertical T-type is symmetrically arranged in, the left end of the front end side wall of the Internal baffle (6) and right end.
7. the slope treatment protective device of high strength steel strand spiral net chip architecture according to claim 1, feature exist
In the upper end of the front plan of the Internal baffle (6) is provided with forward vertical partition, and the upper end of outer baffle (7) is then lower than
The partition bottom end of Internal baffle (6).
8. the slope treatment protective device of high strength steel strand spiral net chip architecture according to claim 1, feature exist
In the outer end of the screw pull rod (11) is provided with the adjusting cap (1101) of regular hexahedron shape, and adjusting cap (1101) is each
Circular through-hole is offered in a plane.
9. the slope treatment protective device of high strength steel strand spiral net chip architecture according to claim 1, feature exist
, the lower end of the positioning column (12) on the push plate (10) is provided with the selling sheet (1201) of semicircle shape, and selling sheet (1201) are opened
Mouth end is just towards front end, and furthermore positioning column (12) left and right ends are vertically arranged with the orientation bar (1202) of rectangular-shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811445933.6A CN109440789A (en) | 2018-11-29 | 2018-11-29 | The slope treatment protective device of high strength steel strand spiral net chip architecture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811445933.6A CN109440789A (en) | 2018-11-29 | 2018-11-29 | The slope treatment protective device of high strength steel strand spiral net chip architecture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109440789A true CN109440789A (en) | 2019-03-08 |
Family
ID=65555153
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811445933.6A Withdrawn CN109440789A (en) | 2018-11-29 | 2018-11-29 | The slope treatment protective device of high strength steel strand spiral net chip architecture |
Country Status (1)
| Country | Link |
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| CN (1) | CN109440789A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725326A (en) * | 2019-10-24 | 2020-01-24 | 洛阳理工学院 | Geotechnical engineering slope reinforcement device and method |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030039207A (en) * | 2001-11-12 | 2003-05-17 | 윤성호 | A slope cover block |
| KR20030062084A (en) * | 2002-01-16 | 2003-07-23 | 윤성호 | Slope cover block |
| KR100509408B1 (en) * | 2005-01-19 | 2005-09-05 | (주)건축사사무소신동건축 | A slope protection equipment for construction |
| CN1696408A (en) * | 2004-06-08 | 2005-11-16 | 法策公司 | Protective net and its mfg.method |
| KR100530457B1 (en) * | 2005-09-09 | 2005-11-22 | 주식회사 서영엔지니어링 | The ecology block structure for river ecological preservation |
| KR20060038266A (en) * | 2004-10-29 | 2006-05-03 | 재 술 나 | A method for one-body type slope protection and reinforcement |
| CN102071697A (en) * | 2011-02-12 | 2011-05-25 | 河海大学 | Hard reinforced concrete revetment slope biological repairing method |
| CN107859044A (en) * | 2017-10-20 | 2018-03-30 | 成都菲斯普科技有限公司 | Soil embankment side slope protection unit and slope protecting device |
| CN107975048A (en) * | 2017-10-26 | 2018-05-01 | 成都敏硅科技有限公司 | A kind of mining area structural facilities to prevent erosion |
| CN207419497U (en) * | 2017-10-25 | 2018-05-29 | 黄小春 | A kind of greening slope protecting device |
-
2018
- 2018-11-29 CN CN201811445933.6A patent/CN109440789A/en not_active Withdrawn
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030039207A (en) * | 2001-11-12 | 2003-05-17 | 윤성호 | A slope cover block |
| KR20030062084A (en) * | 2002-01-16 | 2003-07-23 | 윤성호 | Slope cover block |
| CN1696408A (en) * | 2004-06-08 | 2005-11-16 | 法策公司 | Protective net and its mfg.method |
| KR20060038266A (en) * | 2004-10-29 | 2006-05-03 | 재 술 나 | A method for one-body type slope protection and reinforcement |
| KR100509408B1 (en) * | 2005-01-19 | 2005-09-05 | (주)건축사사무소신동건축 | A slope protection equipment for construction |
| KR100530457B1 (en) * | 2005-09-09 | 2005-11-22 | 주식회사 서영엔지니어링 | The ecology block structure for river ecological preservation |
| CN102071697A (en) * | 2011-02-12 | 2011-05-25 | 河海大学 | Hard reinforced concrete revetment slope biological repairing method |
| CN107859044A (en) * | 2017-10-20 | 2018-03-30 | 成都菲斯普科技有限公司 | Soil embankment side slope protection unit and slope protecting device |
| CN207419497U (en) * | 2017-10-25 | 2018-05-29 | 黄小春 | A kind of greening slope protecting device |
| CN107975048A (en) * | 2017-10-26 | 2018-05-01 | 成都敏硅科技有限公司 | A kind of mining area structural facilities to prevent erosion |
Non-Patent Citations (1)
| Title |
|---|
| 李小和: "《路基工程》", 31 December 2015, 湖北科学技术出版社 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110725326A (en) * | 2019-10-24 | 2020-01-24 | 洛阳理工学院 | Geotechnical engineering slope reinforcement device and method |
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Application publication date: 20190308 |
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