CN206554026U - A kind of anti-erosion protective slope structure of Channel slope - Google Patents
A kind of anti-erosion protective slope structure of Channel slope Download PDFInfo
- Publication number
- CN206554026U CN206554026U CN201720232398.0U CN201720232398U CN206554026U CN 206554026 U CN206554026 U CN 206554026U CN 201720232398 U CN201720232398 U CN 201720232398U CN 206554026 U CN206554026 U CN 206554026U
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- China
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- brick
- metalling
- slope structure
- brick body
- erosion
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Abstract
The utility model is related to the anti-erosion technical field in river course; specially a kind of anti-erosion protective slope structure of Channel slope; its object is to provide a kind of Channel slope anti-erosion protective slope structure, the durable problem of bank protection can be solved, while sufficiently can be combined with ecological protection.The protective slope structure is arranged between water body (9) and embankment (3), the protective slope structure includes the plantation soil layer (4) connected with embankment (3), the opposite side of plantation soil layer (4) is equipped with metalling (5), the opposite side of metalling (5) is equipped with revetment brick (6), it is characterised in that：The revetment brick (6) is made up of brick body (1) with brick nail (2), brick body (1) is hexagon brick body, the middle part of hexagon brick body is provided with circular hole (101), six side edges of hexagon brick body are provided with semicircle orifice (102), are provided with groove (103) in the hole week of semicircle orifice (102)；Its advantage is：It is effectively protected embankment, it is to avoid soil erosion.
Description
Technical field
The utility model is related to the anti-erosion technical field in river course, specially a kind of anti-erosion bank protection of Channel slope
Structure.
Background technology
Disclosed bank protecting method can be divided into two classes mostly.A kind of bank protection for being merely weathering resistance and antiscour, the shield
Slope is not subject to soil lateral pressure, such as shotcrete bank protection, and gridiron plant growing protection slope, plant growing protection slope etc. belongs to such, is only applicable to put down
In side slope that is slow and stablizing fricton-tight anxiety.The earth-retaining bank protection for being to provide skid resistance second, can substantially be divided into：A rigidity is certainly
Weight formula retaining wall, such as：Masonry retaining wall, gravity retaining wall, partial wall type retaining wall, cantilever retaining wall, counterfort wall,
B flexibility dead-weight retaining walls, such as：Gabion retaining wall, crib retaining wall, reinforcement formula retaining wall, c anchor Rods In Tied Double Retaining Walls, such as：Anchor
Pull-type lattice beam retaining wall, the pull-type campshed retaining wall of anchor.Existing bank protecting method is generally dry-laid rubble and concrete segment bank protection, slurry
Build slabstone and concrete revetment, trellis moulding bank protection, whitewashing and concrete revetment, anchoring method bank protection etc..The defect of presence has：The
One, resistance river flowing water wash away extrusion capability not enough, riverbank can be produced when flowing water is excessively rapid certain extruding force and
Tension, serious destruction can be caused to common bank protection mode by so accumulating over a long period.Second, the flowing water in river can corrosion concrete
In calcium oxide, calcium carbonate, and the concrete segment corrosion also resulted in due to weathering availability.Concrete after corrosion it is strong
The serious reduction of degree, easily by flowing water impact failure.Traditional protective slope structure resistance to corrosion is inadequate, if lot is by corruption
It is easy to impact the structure of surrounding after erosion.
Utility model content
The purpose of this utility model is to provide a kind of Channel slope anti-erosion protective slope structure, can solve the resistance to of bank protection
Long problem, while sufficiently can be combined with ecological protection.
To achieve these goals, the utility model is achieved using following technical scheme：
A kind of anti-erosion protective slope structure of Channel slope, the protective slope structure is arranged between water body 9 and embankment 3, institute
The plantation soil layer 4 that protective slope structure includes connecting with embankment 3 is stated, the opposite side of plantation soil layer 4 is equipped with metalling 5, metalling 5
Opposite side is equipped with revetment brick 6, it is characterised in that：The revetment brick 6 is made up of brick body 1 with brick nail 2, and brick body 1 is six sides
Shape brick body, the middle part of hexagon brick body is provided with circular hole 101, and six side edges of hexagon brick body are provided with semicircle orifice 102, semicircle orifice
It is provided with groove 103 102 hole week, the brick nail 2 includes boss 201, and one end of boss 201 is provided with short axle 202, short axle 202
The other end is provided with cone 203.
The groove 103 is engaged with boss 201, and short axle 202 is engaged with semicircle orifice 102, the groove 103 and boss
201 thickness is identical, and short axle 202 is identical with the diameter of semicircle orifice 102.
The thickness of the metalling 5 is more than the length of cone 203.
The bottom that the metalling 5 turns 6 with bank protection is provided with mixed mud ground 7.
It is described to turn to be provided with geotechnological layer of cloth 8 between 6 and mixed mud ground 7 in metalling 5 and bank protection.
The beneficial effects of the utility model are：When water body 9 washes away revetment brick 6, revetment brick 6 is squeezed power and is drawn and answer
Power, in the presence of extruding force, the cone 203 of brick nail 2 is moved to metalling 5, is leaned on so that following closely 2 brick bodies 1 being engaged with brick
Nearly metalling 5, is prevented in the presence of tension, revetment brick 6 is washed away by disintegration, on the other hand, metalling 5 and cone 203 it
Between frictional force it is larger, be further ensured that revetment brick 6 is not washed away by disintegration, be effectively protected embankment, it is to avoid soil erosion.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation one of revetment brick.
Fig. 3 is the structural representation two of revetment brick.
Fig. 4 is the structural representation that brick body is spliced.
Fig. 5 is the structural representation of brick body.
Fig. 6 is the structural representation that brick is followed closely.
Shown in figure：Brick body 1, brick nail 2, embankment 3 plants soil layer 4, metalling 5, revetment brick 6, mixed mud ground 7, geotechnique
Layer of cloth 8, water body 9, circular hole 101, semicircle orifice 102, groove 103, boss 201, short axle 202, cone 203.
Embodiment
Structure of the present utility model and its advantage are further illustrated below in conjunction with accompanying drawing 1 to accompanying drawing 2.
Example 1：
A kind of anti-erosion protective slope structure of Channel slope, as shown in Figures 1 to 6, the protective slope structure is arranged on water body 9
Between embankment 3, the erosion of washing away for anti-water-stop body 9 to embankment, the protective slope structure includes the planting soil connected with embankment 3
Layer 4, the opposite side of plantation soil layer 4 is equipped with metalling 5, and the opposite side of metalling 5 is equipped with revetment brick 6, the revetment brick 6 by
Brick body 1 is constituted with brick nail 2, and brick body 1 is hexagon brick body, and the middle part of hexagon brick body is provided with circular hole 101, hexagon brick body
Six side edges be provided with semicircle orifice 102, semicircle orifice 102 is provided with groove 103 hole week, and brick nail 2 includes boss 201, convex
One end of platform 201 is provided with short axle 202, and the other end of short axle 202 is provided with centrum 203.The groove 103 is engaged with boss 201,
Short axle 202 is engaged with semicircle orifice 102, and the groove 103 is identical with the thickness of boss 201, short axle 202 and semicircle orifice 102
Diameter is identical.
The thickness of the metalling 5 is more than the length of centrum 203.
The course of work of the present utility model is：Brick body 1 is spliced to the outside for being fixed on metalling 5 by cement, brick body 1 is spelled
When connecing, the semicircle orifice 102 of brick body side edge is mutually combined into full circle, insert brick nail 2 in the full circle being combined into, during insertion,
Groove 103 is engaged with boss 201, the circular hole that short axle 202 is combined with semicircle orifice 102 is engaged, i.e., brick nail 2 is positioned at spelling
In brick body after connecing.When water body 9 washes away revetment brick 6, revetment brick 6 is set to be squeezed power and tension, in the effect of extruding force
Under, the cone 203 of brick nail 2 is moved to metalling 5, so that following closely 2 brick bodies 1 being engaged close to metalling 5 with brick, prevents from drawing
In the presence of stress, revetment brick 6 is washed away by disintegration, on the other hand, and the frictional force between metalling 5 and cone 203 is larger, enters one
Step ensures that revetment brick 6 is not washed away by disintegration, is effectively protected embankment, it is to avoid soil erosion.Can in spliced circular hole 101
Soil layer is filled, for planting trees or vegetation, further revetment brick 6 is fixed on metalling 5, the drawing of water body 9 is effective against
Stress.The bottom that the metalling 5 turns 6 with bank protection is provided with mixed mud ground 7, it is to avoid water body 9 will be broken from the bottom of protective slope structure
Rock layers 5 or revetment brick 6 are washed away.It is described that geotechnological layer of cloth 8 is provided between plantation soil layer 4 and metalling 5, reduce plantation coating 4
Influence to metalling 5.
It is obvious to a person skilled in the art that the utility model is not limited to the details of above-mentioned one exemplary embodiment, and
And in the case of without departing substantially from spirit or essential attributes of the present utility model, can realize that this practicality is new in other specific forms
Type.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and is nonrestrictive, this practicality is new
The scope of type limits by appended claims rather than described above, it is intended that the equivalency fallen in claim is contained
All changes in justice and scope are included in the utility model.
Claims (5)
1. a kind of anti-erosion protective slope structure of Channel slope, the protective slope structure is arranged between water body (9) and embankment (3),
The protective slope structure includes the plantation soil layer (4) connected with embankment (3), and the opposite side of plantation soil layer (4) is equipped with metalling
(5), the opposite side of metalling (5) is equipped with revetment brick (6), it is characterised in that：The revetment brick (6) is followed closely by brick body (1) and brick
(2) constitute, brick body (1) is hexagon brick body, the middle part of hexagon brick body is provided with circular hole (101), the six of hexagon brick body
Individual side edge is provided with semicircle orifice (102), is provided with groove (103) in the hole week of semicircle orifice (102), the brick, which follows closely (2), includes boss
(201), one end of boss (201) is provided with short axle (202), and the other end of short axle (202) is provided with cone (203).
2. the anti-erosion protective slope structure of a kind of Channel slope according to claim 1, is characterised by：The groove
(103) it is engaged with boss (201), short axle (202) is engaged with semicircle orifice (102), the groove (103) and boss (201)
Thickness it is identical, short axle (202) is identical with the diameter of semicircle orifice (102).
3. the anti-erosion protective slope structure of a kind of Channel slope according to claim 1, is characterised by：The metalling
(5) thickness is more than the length of cone (203).
4. the anti-erosion protective slope structure of a kind of Channel slope according to claim 1, is characterised by：The metalling
(5) bottom for turning (6) with bank protection is provided with mixed mud ground (7).
5. the anti-erosion protective slope structure of a kind of Channel slope according to claim 1, is characterised by：The metalling
(5) and bank protection turn geotechnological layer of cloth (8) is provided between (6) and mixed mud ground (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720232398.0U CN206554026U (en) | 2017-03-10 | 2017-03-10 | A kind of anti-erosion protective slope structure of Channel slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720232398.0U CN206554026U (en) | 2017-03-10 | 2017-03-10 | A kind of anti-erosion protective slope structure of Channel slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554026U true CN206554026U (en) | 2017-10-13 |
Family
ID=60363909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720232398.0U Expired - Fee Related CN206554026U (en) | 2017-03-10 | 2017-03-10 | A kind of anti-erosion protective slope structure of Channel slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554026U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258452A (en) * | 2019-06-11 | 2019-09-20 | 安徽省中功立业建设工程有限责任公司 | A kind of impervious watertight structure in hydraulic and hydroelectric engineering |
-
2017
- 2017-03-10 CN CN201720232398.0U patent/CN206554026U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258452A (en) * | 2019-06-11 | 2019-09-20 | 安徽省中功立业建设工程有限责任公司 | A kind of impervious watertight structure in hydraulic and hydroelectric engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171013 Termination date: 20180310 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |