CN205776270U - A kind of fixed structure of heavy grade side slope - Google Patents
A kind of fixed structure of heavy grade side slope Download PDFInfo
- Publication number
- CN205776270U CN205776270U CN201620475142.8U CN201620475142U CN205776270U CN 205776270 U CN205776270 U CN 205776270U CN 201620475142 U CN201620475142 U CN 201620475142U CN 205776270 U CN205776270 U CN 205776270U
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- side slope
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- fixed structure
- soil layer
- staple fibre
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Abstract
A kind of fixed structure of heavy grade side slope, relate to heavy grade side slope technique for fixing field, including side slope soil layer (1), the upper surface leveling of side slope soil layer (1), it is additionally provided with fixed structure on described side slope soil layer (1), described fixed structure includes fixed grating room module and greening module, described fixed grating room module includes grid body (2), one group of J-type anchor studs (3), polyester staple fibre cloth (4), adhesion layer, one group of anti-skidding baffle plate (5) and one group of reinforced steel (6), described polyester staple fibre cloth (4) is fixedly bonded to the upper surface of side slope soil layer (1) by adhesion layer, described one group of anti-skidding baffle plate (5) is equidistantly fixedly mounted on polyester staple fibre cloth (4)；The fixed structure using fixing compartment heavy grade side slope can effectively reach the effect preventing landslide and greening from covering, and fixing compartment grid module construction level is high, protection effect is good, has good practical value.
Description
Technical field
This utility model relates to heavy grade side slope technique for fixing field, is specifically related to the fixed structure of a kind of heavy grade side slope.
Background technology
Heavy grade side slope (such as 70 ° ~ 80 ° side slopes) slope body extremely unstable, insecurity is high, and the process of heavy grade roadside side slope is extremely important, not only acts as the effect of greening, good Slope Treatment mode, and very important effect is played in the maintenance for roadbed.Existing Slope Treatment mode does not carries out targeted design for heavy grade side slope, if using existing Slope Treatment mode, the stability of side slope fixed structure and safety can not get ensureing.
Utility model content
The purpose of this utility model is contemplated to solve above-mentioned technical problem, and provides the fixed structure of a kind of heavy grade side slope.
This utility model includes side slope soil layer, the upper surface leveling of side slope soil layer, it is additionally provided with fixed structure on described side slope soil layer, described fixed structure includes fixed grating room module and greening module, described fixed grating room module includes grid body, one group of J-type anchor studs, polyester staple fibre cloth, adhesion layer, one group of anti-skidding baffle plate and one group of reinforced steel, described polyester staple fibre cloth is fixedly bonded to the upper surface of side slope soil layer by adhesion layer, described one group of anti-skidding baffle plate is equidistantly fixedly mounted on polyester staple fibre cloth, the bottom of described grid body is provided with one group of draw-in groove, grid body is anchored in the side slope soil layer that polyester staple fibre cloth covers by one group of J-type anchor studs, and one group of draw-in groove bottom grid body is stuck on one group of anti-skidding baffle plate, described one group of reinforced steel is each passed through the dividing plate of grid body.
Described grid body uses aluminium section bar assembly welding molding.
Described J-type anchor studs is inserted in side slope soil layer, insertion depth 200mm-1000mm.
The unit mass area of described polyester staple fibre cloth is 200g/.
This utility model has the advantage that and uses the fixed structure of fixing compartment heavy grade side slope can effectively reach the effect preventing landslide and greening from covering, and fixing compartment grid module construction level is high, protection effect is good, has good practical value.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
Fig. 2 is grid body polycrystalline substance schematic diagram.
In figure: 1, side slope soil layer；2, grid body；2-1, one group of draw-in groove；3, one group of J-type anchor studs；4, polyester staple fibre cloth；4-1, one group of draw-in groove；5, one group of anti-skidding baffle plate；6, one group of reinforced steel.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is described further.
nullSuch as Fig. 1、Shown in 2，This utility model includes side slope soil layer 1，The upper surface leveling of side slope soil layer 1，It is additionally provided with fixed structure on described side slope soil layer 1，Described fixed structure includes fixed grating room module and greening module，Described fixed grating room module includes grid body 2、One group of J-type anchor studs 3、Polyester staple fibre cloth 4、Adhesion layer、One group of anti-skidding baffle plate 5 and one group of reinforced steel 6，Described polyester staple fibre cloth 4 is fixedly bonded to the upper surface of side slope soil layer 1 by adhesion layer，Described one group of anti-skidding baffle plate 5 is equidistantly fixedly mounted on polyester staple fibre cloth 4，The bottom of described grid body 2 is provided with one group of draw-in groove 2-1，Grid body 2 is anchored in the side slope soil layer 1 that polyester staple fibre cloth 4 covers by one group of J-type anchor studs 3，And one group of draw-in groove 2-1 bottom grid body 2 is stuck on one group of anti-skidding baffle plate 5，Described one group of reinforced steel 6 is each passed through the dividing plate of grid body 2.
Described grid body 2 uses aluminium section bar assembly welding molding.
Described J-type anchor studs 3 is inserted in side slope soil layer 1, insertion depth 200mm-1000mm.
The unit mass area of described polyester staple fibre cloth 4 is 200g/.
Working method and principle: this utility model uses the side slope fixed structure of fixed railing form, grid body uses aluminium section bar assembly welding molding, lay convenient and swift, first polyester staple fibre cloth is laid on the inclined-plane of side slope soil layer by adhesion layer, again one group of anti-skidding baffle plate is fixed equidistant placement on polyester staple fibre cloth, by one group of J-type anchor studs, grid body is anchored in side slope land slope, and one group of draw-in groove bottom grid body is stuck on one group of anti-skidding baffle plate, thus prevent grid body landing, inside groove filling soil at grid body, one group of reinforced steel integral reinforcing of rear insertion, vegetation is planted again on filling soil.Grid body unit has high intensity, can effectively reach the effect preventing landslide and greening from covering, and fixing compartment grid module construction level is high, protection effect is good.
Embodiment of above is merely to illustrate this utility model; and be not limitation of the utility model; those of ordinary skill about technical field; in the case of without departing from spirit and scope of the present utility model; can also make a variety of changes and modification; the technical scheme of the most all equivalents falls within category of the present utility model, and scope of patent protection of the present utility model should be defined by the claims.
Claims (4)
- null1. the fixed structure of a heavy grade side slope，Including side slope soil layer (1)，The upper surface leveling of side slope soil layer (1)，It is characterized in that being additionally provided with fixed structure on described side slope soil layer (1)，Described fixed structure includes fixed grating room module and greening module，Described fixed grating room module includes grid body (2)、One group of J-type anchor studs (3)、Polyester staple fibre cloth (4)、Adhesion layer、One group of anti-skidding baffle plate (5) and one group of reinforced steel (6)，Described polyester staple fibre cloth (4) is fixedly bonded to the upper surface of side slope soil layer (1) by adhesion layer，Described one group of anti-skidding baffle plate (5) is equidistantly fixedly mounted on polyester staple fibre cloth (4)，The bottom of described grid body (2) is provided with one group of draw-in groove (2-1)，Grid body (2) is anchored in the side slope soil layer (1) that polyester staple fibre cloth (4) covers by one group of J-type anchor studs (3)，And one group of draw-in groove (2-1) of grid body (2) bottom is stuck on one group of anti-skidding baffle plate (5)，Described one group of reinforced steel (6) is each passed through the dividing plate of grid body (2).
- The fixed structure of a kind of heavy grade side slope the most according to claim 1, it is characterised in that described grid body (2) uses aluminium section bar assembly welding molding.
- The fixed structure of a kind of heavy grade side slope the most according to claim 1, it is characterised in that described J-type anchor studs (3) is inserted in side slope soil layer (1), insertion depth 200mm-1000mm.
- The fixed structure of a kind of heavy grade side slope the most according to claim 1, it is characterised in that the unit mass area of described polyester staple fibre cloth (4) is 200g/.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620475142.8U CN205776270U (en) | 2016-05-20 | 2016-05-20 | A kind of fixed structure of heavy grade side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620475142.8U CN205776270U (en) | 2016-05-20 | 2016-05-20 | A kind of fixed structure of heavy grade side slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205776270U true CN205776270U (en) | 2016-12-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201620475142.8U Active CN205776270U (en) | 2016-05-20 | 2016-05-20 | A kind of fixed structure of heavy grade side slope |
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| Country | Link |
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| CN (1) | CN205776270U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112176950A (en) * | 2020-09-22 | 2021-01-05 | 芜湖质勉信息科技有限公司 | Can improve slope formula revetment structure for hydraulic engineering of angle bead installation steadiness |
-
2016
- 2016-05-20 CN CN201620475142.8U patent/CN205776270U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112176950A (en) * | 2020-09-22 | 2021-01-05 | 芜湖质勉信息科技有限公司 | Can improve slope formula revetment structure for hydraulic engineering of angle bead installation steadiness |
| CN112176950B (en) * | 2020-09-22 | 2021-11-02 | 福建省禹澄建设工程有限公司 | Can improve slope formula revetment structure for hydraulic engineering of angle bead installation steadiness |
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| GR01 | Patent grant |