CN206941612U - A kind of side slope toe erosion control supporting construction - Google Patents
A kind of side slope toe erosion control supporting construction Download PDFInfo
- Publication number
- CN206941612U CN206941612U CN201720291539.6U CN201720291539U CN206941612U CN 206941612 U CN206941612 U CN 206941612U CN 201720291539 U CN201720291539 U CN 201720291539U CN 206941612 U CN206941612 U CN 206941612U
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- China
- Prior art keywords
- side slope
- erosion control
- supporting construction
- slope toe
- control supporting
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Abstract
It the utility model is related to a kind of side slope toe erosion control supporting construction.The purpose of this utility model, which is to provide one kind, has globality, and side slope toe erosion control supporting construction reliably, durable.The technical solution of the utility model is：A kind of side slope toe erosion control supporting construction, it is characterised in that：The structure has some reinforced gabions, the reinforced gabion is stacked at side slope toe, reinforced gabion is weldingly connected between each other, reinforced gabion is weldingly connected with setting at toe, being deep into some anchor poles or anchor pile of basement rock, block stone is filled with the reinforced gabion, pea gravel concreten is perfused with the gap of block stone.The utility model is applied to the erosion control supporting of the side slope toes such as Hydraulic and Hydro-Power Engineering, highway engineering, mine engineering.
Description
Technical field
A kind of side slope toe erosion control supporting construction is the utility model is related to, is primarily adapted for use in Hydraulic and Hydro-Power Engineering, highway work
The erosion control supporting of the side slope toe such as journey, mine engineering.
Background technology
Hydraulic and Hydro-Power Engineering, highway engineering, mine engineering side slope toe erosion control support pattern mainly have stone masonry, laid dry
The modes such as stone, throwing boulder, reinforced gabion.
Throwing boulder construction is simple, it can play a part of reducing slope wash flow velocity, but space is big, and side slope is easily washed in a pan
Brush.Steel bar stone cage retaining wall construction has the advantages that to gather materials on the spot, is easy to construct, beneficial to draining, but there is also bulk strength compared with
Low, internal rock ballast easily by scour, destroy by rush of water the shortcomings of.
The content of the invention
The technical problems to be solved in the utility model is：For above-mentioned problem, there is provided one kind has globality, again
Reliably, durable side slope toe erosion control supporting construction.
Technical scheme is used by the utility model：A kind of side slope toe erosion control supporting construction, it is characterised in that：The knot
Structure has some reinforced gabions, and the reinforced gabion is stacked at side slope toe, and reinforced gabion is weldingly connected between each other, steel
Muscle gabion is weldingly connected with setting at toe, being deep into some anchor poles or anchor pile of basement rock, is filled in the reinforced gabion
There is block stone, pea gravel concreten is perfused with the gap of block stone.
The anchor pole or anchor pile are inclined upwardly arrangement in inverse current scour side, anchor pole or anchor pile and inverse current scour side
To angle be 40 °~60 °.
Array pitch is less than or equal to 3m between the anchor pole or anchor pile.
The reinforced gabion is rectangular-shape.
The beneficial effects of the utility model are：The utility model is using between block stone in pea gravel concreten filling reinforced gabion
Gap between gap, and adjacent reinforced gabion, strengthen the globality of side slope toe anti-washing structure, it is ensured that anti-washing structure is solid
It is fixed firm and reliability and durability.Anchor pole or anchor pile are in tilted layout according to the direction of current scour in the utility model, improve reply
The ability of current scour, it is ensured that anti-washing structure fix stably, it is reliability and durability.
Brief description of the drawings
Fig. 1 is the schematic cross section of embodiment.
Fig. 2 is the vertical section schematic diagram of embodiment.
Embodiment
As shown in Figure 1 and Figure 2, the present embodiment is a kind of side slope toe erosion control supporting construction, for Hydraulic and Hydro-Power Engineering, public affairs
The erosion control supporting of the side slope toe such as road engineering, mine engineering, the supporting construction include being arranged in the anchor pole or anchor at side slope toe 1
Muscle stake 2, block stone 4, the reinforced gabion 3 of pea gravel concreten 5 and rectangular-shape.
In this example anchor pole or anchor pile 2 against current scour direction squeeze into side slope toe 1 to basement rock, anchor pole or anchor pile 2 with
The angle in inverse current scour direction takes 40 °~60 °, and 2 array pitch of anchor pole or anchor pile are not more than 3m.Reinforced gabion 3 mutually welds
The row of being connected into is deposited on side slope toe 1, and the cage bar of reinforced gabion 3 and anchor pole or anchor pile 2 are welded together.Reinforced gabion
Block stone 4 is filled with 3, and pea gravel concreten 5 is irrigated in the gap of block stone 4 and block stone 4, rock ballast scour is prevented, strengthens erosion control
The globality of structure.
Certainly, described above is not limitation of the utility model, and the utility model is also not limited to the example above, this skill
The those of ordinary skill in art field, in the scope of the utility model, change, addition or the replacement made, it should all belong to this reality
With new protection domain.
Claims (4)
- A kind of 1. side slope toe erosion control supporting construction, it is characterised in that：The structure has some reinforced gabions (3), the steel Muscle gabion (3) is stacked on side slope toe (1) place, and reinforced gabion (3) is weldingly connected between each other, and reinforced gabion (3) is with setting Toe (1) place, some anchor poles or anchor pile (2) for being deep into basement rock are weldingly connected, and block stone is filled with the reinforced gabion (3) (4) pea gravel concreten (5), is perfused with the gap of block stone.
- 2. side slope toe erosion control supporting construction according to claim 1, it is characterised in that：The anchor pole or anchor pile (2) Be inclined upwardly arrangement in inverse current scour side, and anchor pole or anchor pile (2) and the angle in inverse current scour direction are 40 °~60 °.
- 3. side slope toe erosion control supporting construction according to claim 1 or 2, it is characterised in that：The anchor pole or anchor pile (2) array pitch is less than or equal to 3m between.
- 4. side slope toe erosion control supporting construction according to claim 1, it is characterised in that：The reinforced gabion (3) is length Cube shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720291539.6U CN206941612U (en) | 2017-03-23 | 2017-03-23 | A kind of side slope toe erosion control supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720291539.6U CN206941612U (en) | 2017-03-23 | 2017-03-23 | A kind of side slope toe erosion control supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206941612U true CN206941612U (en) | 2018-01-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720291539.6U Active CN206941612U (en) | 2017-03-23 | 2017-03-23 | A kind of side slope toe erosion control supporting construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN206941612U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024629A (en) * | 2018-08-27 | 2018-12-18 | 广东省城乡规划设计研究院 | A kind of side slope side method for protecting support |
| CN110820695A (en) * | 2019-11-22 | 2020-02-21 | 中国电建集团成都勘测设计研究院有限公司 | Structure and method for controlling dam bursting peak flow of damming dam |
-
2017
- 2017-03-23 CN CN201720291539.6U patent/CN206941612U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024629A (en) * | 2018-08-27 | 2018-12-18 | 广东省城乡规划设计研究院 | A kind of side slope side method for protecting support |
| CN110820695A (en) * | 2019-11-22 | 2020-02-21 | 中国电建集团成都勘测设计研究院有限公司 | Structure and method for controlling dam bursting peak flow of damming dam |
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