CN209457022U - A kind of slope reinforcement structure - Google Patents
A kind of slope reinforcement structure Download PDFInfo
- Publication number
- CN209457022U CN209457022U CN201822258416.XU CN201822258416U CN209457022U CN 209457022 U CN209457022 U CN 209457022U CN 201822258416 U CN201822258416 U CN 201822258416U CN 209457022 U CN209457022 U CN 209457022U
- Authority
- CN
- China
- Prior art keywords
- slope
- dowel pin
- reinforcement structure
- branch
- supporting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model provides a kind of slope reinforcement structure, including along the vertically disposed spud pile of side slope surface, the spud pile includes drilling pipe, branch bluff piece, supporting nail, dowel pin, circular hole is provided on the drilling pipe, supporting on piece is followed closely equipped with supporting, supporting nail is stretched out from drilling pipe circular hole, and branch bluff piece is made of multi-disc, and dowel pin is in close contact therewith at the center of branch bluff piece.Slope reinforcement structure described in the utility model can form firm protective layer in slope surface, prevent the surface soil body or rock subsidence, very practical.
Description
Technical field
The utility model belongs to Geological Engineering field, is related to the improvement of geological disaster, adds in particular to a kind of side slope
Fixing structure.
Background technique
Casing pipe protection to the side slope with boulder, stone of endangering is always the problem of engineering circles, till now, always also not
It can propose a set of perfect treatment measures.And greatly developing with fields such as water power, highway, bridges and culverts, house properties, High and dangerous slope
Type and problem are more and more.
The protective treatment measure of side slope at present, takes the principle puted prevention first more, to have existed the side slope of destruction into
Row repairing and reinforcement.But side slope is caused recovery project to need to construct repeatedly by the activity of the factors such as external force, water flow, solarization, is caused
The waste of manpower and material resources, and the side slope load ability after repairing becomes smaller, and is also unable to fully utilize side slope space.
The method that existing side slope is reinforced has Sinking By The Method of Rooting, anchoring method, slabstone to pile up method etc., but these methods are all
There is certain limitation.Pile or anchoring can go deep into inside soil body, but be constrained to structure, it is easy to cause pile or anchor pole
Skew, to influence the stabilization of structure.The method of piling up is only that gravity or pressure is leaned on to consolidate side slope, be only applicable to the gradient compared with
Small, slope leveling side slope.These methods are less for the reinforcing of side slope internal stability and the consideration that sluices, if slope surface is by rain
It is easy to appear major disasters if water washes away.
Utility model content
For disadvantages described above, the utility model is intended to provide a kind of structure that can be applied to slope reinforcement, which can
To consolidate side slope, the geological disasters such as play the role of pre- landslide-proofing, mud-rock flow, collapse.
A kind of slope reinforcement structure provided by the utility model, including along the vertically disposed spud pile of side slope surface, it is described
Spud pile includes drilling pipe, branch bluff piece, supporting nail, dowel pin, and circular hole is provided on the drilling pipe, and supporting on piece is followed closely equipped with supporting, supporting
Nail circular hole from drilling pipe stretches out, and branch bluff piece is made of multi-disc, and dowel pin is in close contact therewith in the inside of branch bluff piece.
Further, the slope surface of the side slope is equipped with deflector, and deflector is in Y-shaped, wherein top, centre and bottom
Portion forms notch.
Further, the dowel pin exposes outside drilling pipe and branch bluff piece.
Further, the bottom of slope of the side slope is equipped with gutter.Gutter can drain or precipitation.
Further, the slope surface of the side slope is equipped with supporting mesh.
Further, dowel pin hole is equipped at the top of the dowel pin.
Further, plugging block is equipped at the top of the dowel pin, which is that concreting circle reinforcing bar cage is formed, steel
Reinforcing bar passes through dowel pin hole inside muscle cage.The plugging block effectively stabilization and reinforcement slope surface and can protect spud pile internal structure.
Further, it is connected between the spud pile by reinforcing bar casting concrete, reinforcing bar is laid across dowel pin hole.
It further, is polygon prism shape at the top of the dowel pin.
Drilling pipe circular hole described in the utility model and supporting nail correspond, it is preferable that supporting nail circumferentially has several
Layer, each supporting nail stretch out direction along spud pile it is vertical it is slightly biased under；Dowel pin, which is higher by drilling pipe and branch bluff piece, more convenient can squeeze into branch
Bluff piece bottom.The drilling pipe is combined with branch bluff piece, before use, branch bluff piece is combined, supporting nail does not expose drilling pipe, is made
Used time pierces drilling pipe, and dowel pin is then squeezed into branch bluff piece, follows closely the supporting of supporting on piece and exposes.
The utility model has the advantages that compared with prior art
(1) slope reinforcement structure described in the utility model can effectively realize the reinforcing of side slope, to pre- landslide-proofing, mud-rock flow
Or it collapses with effect well.
(2) slope reinforcement structure described in the utility model has the water guide or drainage mechanism being specially arranged, and effectively prevents
The geological disaster that water flow causes.
(3) slope reinforcement structure described in the utility model can permit deformation of the side slope under a certain range, due to its tool
Some special constructions, lower slope stability are higher.
(4) slope reinforcement structure described in the utility model can form firm protective layer in slope surface, prevent the surface soil body
Or rock subsidence, it is very practical.
In conclusion the structure that the utility model is special, has the advantages that above-mentioned many and practical value, and similar
It there are no similar method in product to publish or use and really belong to innovation, produce handy and practical effect, be suitable for real
With, and there is extensive industrial value.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of the utility model spud pile.
Fig. 2 is the illustraton of model of embodiment 1.
Specific embodiment
Utility model device is carried out more fully below with reference to relevant drawings for the ease of understanding the utility model,
Description.The embodiment of described device is given in attached drawing.But the device can be realized in many different forms, not
It is limited to embodiment described herein.On the contrary, purpose of providing these embodiments is to the utility model disclosure more
It is thorough and comprehensive.
Embodiment 1
As shown in Figure 1 and 2, a kind of slope reinforcement structure, including along the vertically disposed spud pile 2 of 1 slope surface of side slope, it is described solid
Determining stake 2 includes drilling pipe 20, branch bluff piece 30, supporting nail 31, dowel pin 40, and branch bluff piece 30 is six, is provided with six column on the drilling pipe 20
Circular hole, branch bluff piece 30 is disbursed from the cost and expenses equipped with corresponding six protects nail 31, and the circular hole from drilling pipe 20 of supporting nail 31 stretches out, and dowel pin 40 is in supporting
The center of piece 30 is in close contact therewith；The top 41 of the dowel pin 40 is hexagon.
The slope surface of the side slope 1 is equipped with deflector 12, and deflector 12 is in Y-shaped, wherein top, centre and bottom shape
At notch, bottom notch is slightly above face toe.The dowel pin 40 exposes outside drilling pipe 20 and branch bluff piece 30, sets at the top of dowel pin 40
There is dowel pin hole 42.The bottom of slope of the side slope 1 is equipped with gutter 11.Gutter 11 can play the role of draining and precipitation.It is described
The top of dowel pin 40 is equipped with plugging block 10, which is that concreting circle reinforcing bar cage is formed, reinforcing bar inside steel reinforcement cage
Across dowel pin hole 42.The spud pile 2 be arranged in the indentation, there of Y-shaped deflector 12, Y-shaped deflector 12 top two sides and
On both sides of the middle.
The present embodiment first disposes the sundries in 1 slope surface of side slope before implementation, keeps slope surface clean.Then drilling pipe is pierced
20 with branch bluff piece 30, then dowel pin 40 is squeezed into branch bluff piece 30, so that the supporting on branch bluff piece 30 is followed closely 31 and expose, hammer into the soil body.It hammers into
Gap 301 is formed between each fragment of branch bluff piece 30 after the soil body, branch bluff piece 30 and gap 301 form circumference.Water flow is to cause side
An important factor for slope soil body loss, rock subsidence, landslide, mud-rock flow, Y-shaped deflector 12 and gutter described in the present embodiment
11 on the basis of spud pile 2 consolidates side slope, and further progress draining or precipitation eliminate precipitation and breaks to slope surface and inside
It is bad.Slope reinforcement structure described in the present embodiment can form firm layer in slope surface and its deep, and the soil body or rock hair is effectively reduced
The possibility geological disasters such as collapse, come down is given birth to, it is very practical.
It should be noted that structure described in the utility model can be realized with many different forms, however it is not limited to institute
State embodiment, all those of ordinary skill in the art's any equivalent changes made based on the specification and figures of the utility model
It changes, is such as applied to other geological disasters, be applied directly or indirectly in other relevant technical fields, that be all contained in this practical new
In the protection scope of type.
Claims (9)
1. a kind of slope reinforcement structure, including along the vertically disposed spud pile of side slope (1) slope surface (2), it is characterised in that:
The spud pile (2) includes drilling pipe (20), branch bluff piece (30), supporting nail (31), dowel pin (40), is opened on the drilling pipe (20)
There is circular hole, branch bluff piece (30) is equipped with supporting nail (31), and supporting is followed closely (31) and stretched out from the circular hole on drilling pipe (20), branch bluff piece (30)
It is made of multi-disc, dowel pin (40) is in close contact therewith in the inside of branch bluff piece (30).
2. slope reinforcement structure as described in claim 1, it is characterised in that: the slope surface of the side slope (1) is equipped with deflector
(12), deflector (12) is in Y-shaped, wherein notch is formed on top, centre and bottom.
3. slope reinforcement structure as described in claim 1, it is characterised in that: the dowel pin (40) exposes drilling pipe (20) and supporting
Piece (30) is external.
4. slope reinforcement structure as described in claim 1, it is characterised in that: the bottom of slope of the side slope (1) is equipped with gutter
(11).
5. slope reinforcement structure as described in claim 1, it is characterised in that: the slope surface of the side slope (1) is equipped with supporting mesh.
6. slope reinforcement structure as described in claim 1, it is characterised in that: be equipped with dowel pin hole at the top of the dowel pin (40)
(42).
7. slope reinforcement structure as claimed in claim 6, it is characterised in that: be equipped with plugging block at the top of the dowel pin (40)
(10), which is that concreting circle reinforcing bar cage is formed, and reinforcing bar passes through dowel pin hole (42) inside steel reinforcement cage.
8. slope reinforcement structure as claimed in claim 6, it is characterised in that: poured between the spud pile (2) by reinforcing bar mixed
Solidifying soil connection, reinforcing bar are laid across dowel pin hole (42).
9. slope reinforcement structure as described in claim 1, it is characterised in that: be polygon prism shape at the top of the dowel pin (40).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822258416.XU CN209457022U (en) | 2018-12-29 | 2018-12-29 | A kind of slope reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822258416.XU CN209457022U (en) | 2018-12-29 | 2018-12-29 | A kind of slope reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209457022U true CN209457022U (en) | 2019-10-01 |
Family
ID=68043232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822258416.XU Expired - Fee Related CN209457022U (en) | 2018-12-29 | 2018-12-29 | A kind of slope reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209457022U (en) |
-
2018
- 2018-12-29 CN CN201822258416.XU patent/CN209457022U/en not_active Expired - Fee Related
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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: 20191001 Termination date: 20201229 |