CN209443477U - A kind of staged slope retaining structure - Google Patents
A kind of staged slope retaining structure Download PDFInfo
- Publication number
- CN209443477U CN209443477U CN201821187921.3U CN201821187921U CN209443477U CN 209443477 U CN209443477 U CN 209443477U CN 201821187921 U CN201821187921 U CN 201821187921U CN 209443477 U CN209443477 U CN 209443477U
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- column
- concrete layer
- anchor pole
- retaining structure
- staged
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Abstract
It include side slope ontology the utility model discloses a kind of staged slope retaining structure, anchor pole, reinforcing bar protective net, concrete layer, rhone, column and mesh sheet, one end of the anchor pole is set in the side slope ontology, the other end of the anchor pole is fixedly connected on the reinforcing bar protective net, the concrete layer is injected on the reinforcing bar protective net, the top of the concrete layer is arranged in one end of the rhone, the bottom of the concrete layer is arranged in the other end of the rhone, the side slope ontology is arranged in close to one side of road in the column, the mesh sheet is arranged on the column.So that massif internal structure is further consolidated, reduces mudstone and tumble, avoid caving in, ensure that personal safety.
Description
Technical field
The utility model relates to slope retaining technical field more particularly to a kind of staged slope retaining structures.
Background technique
Currently in order to the occupancy in agro-farming field can be reduced to the greatest extent in Construction of The Mountainous Region highway, so tunnel can be got through in mountain valley
Road forms highway, but while tunnels form highway, originally stable mountain valley, by digging, rock mass deformation, rock
Lycopod is dynamic, is broken, and at rainy day since rainwater is accumulated, so that massif internal structure is more relaxed, mudstone tumbles, and causes
Landslide, endangers personal safety.
Utility model content
The purpose of this utility model is to provide a kind of staged slope retaining structures, it is intended to solve mud in the prior art
Stone tumbles, and causes the technical issues of caving in, endangering personal safety.
To achieve the above object, a kind of staged slope retaining structure that the utility model uses, the staged side slope
Supporting construction includes side slope ontology, anchor pole, reinforcing bar protective net, concrete layer, rhone, column and mesh sheet, and the one of the anchor pole
End is set in the side slope ontology, and the other end of the anchor pole is fixedly connected on the reinforcing bar protective net, the concrete layer
It is injected on the reinforcing bar protective net, the top of the concrete layer is arranged in one end of the rhone, the rhone
The other end is arranged in the bottom of the concrete layer, and the side slope ontology is arranged in close to one side of road in the column, described
Mesh sheet is arranged on the column.
Wherein, the section of the side slope ontology is formed as ladder-like, and the concrete layer is high flow load
It is made.
Wherein, the anchor pole is the helical structure of bar shape, and the bottom end of the anchor pole is additionally provided with the anchor point of taper, described
The quantity of anchor pole be it is multiple, multiple anchor poles are spaced apart.
Wherein, the outer surface of the anchor pole is additionally provided with slurry outlet, and the quantity of the slurry outlet is multiple.
Wherein, the rhone at least two on the concrete layer.
Wherein, the two sides up and down of the mesh sheet are provided with connector, the company of being both provided on the connector and the column
Hole is connect, the quantity of the connecting hole is multiple.
Wherein, the column includes column connecting column, lug cap and pin shank, and the connection is provided on column connecting column
Hole, the lug cap are fixedly connected with the pin shank, and the pin shank is 90 ° of bendings.
Wherein, it is additionally provided with ecology corridor between the mesh sheet and the concrete layer, it can be by adjusting the column
Position between connecting column and the column adjusts the height of the ecology corridor therewith.
Wherein, the staged slope retaining structure further includes greenbelt, and the greenbelt is arranged in the concrete layer
Outer surface.
The staged slope retaining structure of the utility model includes side slope sheet by the staged slope retaining structure
Body, anchor pole, reinforcing bar protective net, concrete layer, rhone, column and mesh sheet, one end of the anchor pole are set to the side slope sheet
In vivo, the other end of the anchor pole is fixedly connected on the reinforcing bar protective net, and the concrete layer is injected in the reinforcing bar protection
On the net, the top of the concrete layer is arranged in one end of the rhone, and the other end setting of the rhone is described mixed
The side slope ontology is arranged in close to one side of road in the bottom of solidifying soil layer, the column, and the mesh sheet is arranged in the column
On.So that massif internal structure is further consolidated, reduces mudstone and tumble, avoid caving in, ensure that personal safety.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the structural schematic diagram of the staged slope retaining structure of the utility model；
Fig. 2 is the partial structure diagram of the staged slope retaining structure of the utility model；
Fig. 3 is the schematic diagram that the lug cap of the staged slope retaining structure of the utility model is connected with pin shank；
100- staged slope retaining structure, 10- side slope ontology, 11- reinforcing bar protective net, 12- concrete layer, 13- draining
Slot, 20- anchor pole, 21- anchor point, the connection of 22- slurry outlet, 31- column, 32- mesh sheet, 33- connector, 34- connecting hole, 35- column
Column, 36- lug cap, 37- pin shank, 38- ecology corridor, 39- greenbelt.
Specific embodiment
The embodiments of the present invention are described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning
Same or similar element or element with the same or similar functions are indicated to same or similar label eventually.Below by ginseng
The embodiment for examining attached drawing description is exemplary, it is intended to for explaining the utility model, and should not be understood as to the utility model
Limitation.
In the description of the present invention, it should be understood that term " length ", " width ", "upper", "lower", " preceding ",
The orientation or positional relationship of the instructions such as " rear ", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" is based on attached
Orientation or positional relationship shown in figure, is merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion
Signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to this
The limitation of utility model.In addition, the meaning of " plurality " is two or more in the description of the present invention, unless separately
There is clearly specific restriction.
It please refers to Fig.1 to Fig.3, the utility model provides a kind of staged slope retaining structure 100, the staged side
Slope supporting construction 100 includes side slope ontology 10, anchor pole 20, reinforcing bar protective net 11, concrete layer 12, rhone 13,31 and of column
Mesh sheet 32, one end of the anchor pole 20 are set in the side slope ontology 10, and the other end of the anchor pole 20 is fixedly connected on institute
Reinforcing bar protective net 11 is stated, the concrete layer 12 is injected on the reinforcing bar protective net 11, one end setting of the rhone 13
At the top of the concrete layer 12, the bottom of the concrete layer 12 is arranged in the other end of the rhone 13, described vertical
The side slope ontology 10 is arranged in close to one side of road in column 31, and the mesh sheet 32 is arranged on the column 31.
In the present embodiment, due to the influence of construction, 10 unstability of side slope ontology, deformation, relaxation are caused, is squeezed
Pressure, fracture, the inside of the side slope ontology 10 is inserted by one end of the anchor pole 20, the other end of the anchor pole 20 is emerging in
10 surface of side slope ontology, so the other end of the anchor pole 20 connects the reinforcing bar protective net 11 by welding,
The quantity of the reinforcing bar protective net 11 is two, and two reinforcing bar protective nets 11 are criss-cross, and overlapped, the reinforcing bar is anti-
Protective net 11 should select corrosion-resistant material to be made, and the concrete layer 12 is injected in the concrete layer 12 by Work machine
On, the bottom of the concrete layer 12 is arranged in the lower end of the rhone 13, and the upper end of the rhone 13 is arranged described
The top of concrete layer 12 is fixedly connected with the column 31, the column 31 close to road in the side slope ontology 10 on one side
For cylinder, mesh sheet 32 described in the side pin joint of the column 31, the mesh sheet 32 should choose secured corrosion-resistant material and be made,
It comes into operation after the concrete layer 12 solidification, enables the side slope ontology 10 and the steel by being inserted into the anchor pole 20
Connection function is played between muscle protective net 11, the concrete layer 12 is sprayed on the reinforcing bar protective net 11, so that the side
Slope ontology 10 guarantees the stabilization of internal structure by the extraneous effect reinforced, and the effect of the rhone 13 is under encountering
When rainy day gas, if rainwater can pass through the concrete layer 12 and penetrate into the side slope main body without the rhone 13, draw
Internal loosening is played, the rhone 13 is set, can rainwater-collecting is discharged by the rhone 13, guarantee internal drying,
The column 31 and the mesh sheet 32 can intercept falling rocks, prevent from entering road, avoid causing personal safety.
Further, the section of the side slope ontology 10 is formed as ladder-like, and the concrete layer 12 is upper flow regime from close
Real concrete is made.
In the present embodiment, the side slope ontology 10 is set to stair-stepping by Work machine, when sliding
When slope, very big impact force not will form positioned at eminence soil, falling rocks, be directly entered highway, but the impact that can quickly degrade
Power is buffered, and avoids the protection of the damage and personal safety to vehicular traffic to the full extent, certainly using the upper flow regime
The concrete layer 12 is made in air-free concrete, its role is to use polycarboxylate high performance water-reducing agent, without construction of vibrating
Also it can will flow rapidly at each template, form permanent support.
Further, the anchor pole 20 is the helical structure of bar shape, and the bottom end of the anchor pole 20 is additionally provided with taper
Anchor point 21, the quantity of the anchor pole 20 be it is multiple, multiple anchor poles 20 are spaced apart.
In the present embodiment, the anchor pole 20 is cylinder, and the bar portion of the anchor pole 20 is helicoidal structure, the anchor
The bottom of bar 20 is welded with the anchor point 21 of taper, and the anchor point 21 need to select corrosion resistant carbon steel to be made, the anchor pole 20
Quantity be multiple, the uniform arrangement that multiple anchor poles 20 are vertically spaced on the stair-stepping side slope ontology 10, it is described
Anchorage is additionally provided on anchor pole 20, anchorage is welded on the top of the anchor pole 20, and anchorage can play the role of locking anchor pole 20, together
When preservative treatment, such as brushing paint etc. are also carried out on anchorage.
Further, the outer surface of the anchor pole 20 is additionally provided with slurry outlet 22, and the quantity of the slurry outlet 22 is multiple.
In the present embodiment, the surface of the bar portion of the anchor pole 20 is provided with slurry outlet 22, and the slurry outlet 22 is uniformly
Distribution, due to the anchor pole 20 inside be cavity structure, the anchor pole 20 is inserted into the inside of the side slope ontology 10, will
Slurries enter internal cavities by 20 port of anchor pole, and slurries flow into the side slope ontology 10 by the slurry outlet 22 again,
So that connecting more secured by slurries between the anchor pole 20 and the side slope ontology 10.
Further, the rhone 13 at least two on the concrete layer 12.
In the present embodiment, at rainy day, the rainwater can be made not permeate by installing the rhone 13
Into the side slope ontology 10, but water is collected by the rhone 13, is discharged, but when encountering rainstorm weather, one
A rhone 13 is use far from enough, and the rhone 13 needs at least two, and multiple rhones 13 can be simultaneously
Rainwater, is more preferably faster discharged, ensure that the stabilization inside the side slope ontology 10, will not just draw greatly because of rainwater by effect
It plays mudstone to tumble, causes the safety problem of landslide.
Further, the two sides up and down of the mesh sheet 32 are provided with connector 33, the connector 33 and the column 31
On be both provided with connecting hole 34, the quantity of the connecting hole 34 is multiple.
In the present embodiment, the connector 33 is bolted, and the connector 33 is connected to the mesh sheet
32 upper and lower ends, the size of the mesh sheet 32, length depend on the length of the road, the connector 33 and the column 31
On be both provided with the connecting hole 34, the shape of the connecting hole 34 is ellipse, and the quantity of the connecting hole 34 be it is multiple,
Multiple connecting holes 34 are oppositely arranged.
Further, the column 31 includes column connecting column 35, lug cap 36 and pin shank 37, on column connecting column 35
It is provided with the connecting hole 34, the lug cap 36 is fixedly connected with the pin shank 37, and the pin shank 37 is 90 ° of bendings
's.
In the present embodiment, the quantity of the column 31 is two, and two columns 31 are connected by the column
Column 35 connects, and is again provided with the connecting hole 34, the column connecting column 35 pin on the column connecting column 35
Cap 36 and the pin shank 37 will be by the connecting holes 34, thus two 31 pin joints of column in the column connecting column
35 both ends are conducive to dismantle so easy for installation since the pin shank 37 is 90 ° of bendings.
Further, it is additionally provided with ecology corridor 38 between the mesh sheet 32 and the concrete layer 12, tune can be passed through
The position between the column connecting column 35 and the column 31 is saved, adjusts the height of the ecology corridor 38 therewith.
In the present embodiment, the connector 33 of 32 two sides of mesh sheet and 31 pin joint of column, the mesh sheet
The ecology corridor 38 is formed between 32 and the concrete layer 12, the ecology corridor 38 is used to be vegetation growth reserved space
It or is that animal reserved space is adjustable therewith by adjusting the position between the column connecting column 35 and the column 31
The height of the ecology corridor 38 can be used for animal or the more place of regional soil of protection zone in this way.
Further, the staged slope retaining structure 100 further includes greenbelt 39, and the greenbelt 39 is arranged in institute
State the outer surface of concrete layer 12.
In the present embodiment, the greenbelt 39 is made of a cuboid cavity structure, the vegetation kind concrete
It is implanted in cuboid cavity and is allowed to built-up, cuboid cavity is fixedly connected on the surface of the concrete layer 12, not only rises
To certain Greening functions, while certain falling rocks can also be stopped, play safety effect.
Above disclosed is only a kind of preferred embodiment of the utility model, certainly cannot be practical to limit with this
Novel interest field, those skilled in the art can understand all or part of the processes for realizing the above embodiment, and according to
Equivalent variations made by the utility model claims, still falls within the scope of the utility model.
Claims (9)
1. a kind of staged slope retaining structure, which is characterized in that
The staged slope retaining structure include side slope ontology, anchor pole, reinforcing bar protective net, concrete layer, rhone, column and
Mesh sheet, one end of the anchor pole are set in the side slope ontology, and it is anti-that the other end of the anchor pole is fixedly connected on the reinforcing bar
Protective net, the concrete layer are injected on the reinforcing bar protective net, and the concrete layer is arranged in one end of the rhone
The bottom of the concrete layer is arranged in top, the other end of the rhone, and the column setting is leaned in the side slope ontology
The one side on shortcut road, the mesh sheet are arranged on the column.
2. staged slope retaining structure as described in claim 1, which is characterized in that
The section of the side slope ontology is formed as ladder-like, and the concrete layer is made of high flow load.
3. staged slope retaining structure as described in claim 1, which is characterized in that
The anchor pole is the helical structure of bar shape, and the bottom end of the anchor pole is additionally provided with the anchor point of taper, the number of the anchor pole
It is multiple for measuring, and multiple anchor poles are spaced apart.
4. staged slope retaining structure as described in claim 1, which is characterized in that
The outer surface of the anchor pole is additionally provided with slurry outlet, and the quantity of the slurry outlet is multiple.
5. staged slope retaining structure as described in claim 1, which is characterized in that
The rhone at least two on the concrete layer.
6. staged slope retaining structure as described in claim 1, which is characterized in that
The two sides up and down of the mesh sheet are provided with connector, are both provided with connecting hole on the connector and the column, described
The quantity of connecting hole is multiple.
7. staged slope retaining structure as claimed in claim 6, which is characterized in that
The column includes column connecting column, lug cap and pin shank, and the connecting hole, the pin are provided on column connecting column
The head of a nail is fixedly connected with the pin shank, and the pin shank is 90 ° of bendings.
8. such as the described in any item staged slope retaining structures of claim 1 or 7, which is characterized in that
It is additionally provided with ecology corridor between the mesh sheet and the concrete layer, it can be by adjusting the column connecting column and institute
The position between column is stated, adjusts the height of the ecology corridor therewith.
9. staged slope retaining structure as described in claim 1, which is characterized in that
The staged slope retaining structure further includes greenbelt, and the outer surface of the concrete layer is arranged in the greenbelt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821187921.3U CN209443477U (en) | 2018-07-25 | 2018-07-25 | A kind of staged slope retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821187921.3U CN209443477U (en) | 2018-07-25 | 2018-07-25 | A kind of staged slope retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209443477U true CN209443477U (en) | 2019-09-27 |
Family
ID=68008458
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821187921.3U Expired - Fee Related CN209443477U (en) | 2018-07-25 | 2018-07-25 | A kind of staged slope retaining structure |
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| Country | Link |
|---|---|
| CN (1) | CN209443477U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756317A (en) * | 2021-09-27 | 2021-12-07 | 蓝海建设集团有限公司 | Collapsible loess foundation treatment method |
-
2018
- 2018-07-25 CN CN201821187921.3U patent/CN209443477U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756317A (en) * | 2021-09-27 | 2021-12-07 | 蓝海建设集团有限公司 | Collapsible loess foundation treatment method |
| CN113756317B (en) * | 2021-09-27 | 2022-11-04 | 蓝海建设集团有限公司 | Collapsible loess foundation treatment method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190927 Termination date: 20200725 |