CN205934938U - Concrete bank protection structure is built to empty window formula anchor wire mould - Google Patents
Concrete bank protection structure is built to empty window formula anchor wire mould Download PDFInfo
- Publication number
- CN205934938U CN205934938U CN201620733938.9U CN201620733938U CN205934938U CN 205934938 U CN205934938 U CN 205934938U CN 201620733938 U CN201620733938 U CN 201620733938U CN 205934938 U CN205934938 U CN 205934938U
- Authority
- CN
- China
- Prior art keywords
- domatic
- form concrete
- anchor
- anchor net
- slope
- 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
Links
- 239000011435 rock Substances 0.000 claims abstract description 20
- 238000010276 construction Methods 0.000 claims description 12
- 230000002787 reinforcement Effects 0.000 claims description 9
- 239000002689 soil Substances 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000004576 sand Substances 0.000 claims description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 239000012530 fluid Substances 0.000 abstract description 5
- 230000001681 protective effect Effects 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract 2
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 230000001680 brushing effect Effects 0.000 abstract 1
- 238000000926 separation method Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Concrete bank protection structure is built to empty window formula anchor wire mould to effectively improve the stereoplasm rock cutting side slope's that channelling (fluid bowl) is grown, the rock mass is broken or super high protective strength and stability. It includes: domatic stock, vertical on the slope surface after brushing the clear slope in slope, lateral separation sets up, the reinforcing bar net expandes and hangs and establish on domatic stock along slope surface, concrete layer is built to the anchor wire mould, pours on slope surface, effectively is connected as an organic wholely with domatic stock, reinforcing bar net and slope surface rock mass, plant and give birth to the bag, put things in good order in the pane of concrete layer formation is built to the anchor wire mould, galvanized wire mesh launches outside the pane and hangs and establish on domatic stock.
Description
Technical field
This utility model is related to cutting slope defending, constructs particularly to a kind of sky window anchor net form concrete bank protection.
Background technology
Hard rock cut slope, particular for more typically developing as lapies (fluid bowl), rock crushing or superelevation hard
Matter rock cut slope, traditional safeguard procedures are difficult to accomplish to take into account various aspects, all have respective limitation.
Conventional hard rock cutting slope defending measure is mainly free window revetment, active protecting net, photoface exploision to add slope
Embedding benefit in face etc..
Existing sky window revetment, for conventional height and rock mass more complete hard rock cut slope is more applicable, but
Hard rock cutting side for lapies (fluid bowl) growth, rock crushing or the superelevation inevitably often occurring in engineering
Slope, this kind of engineering is still difficult to avoid that the not enough problem of its protection intensity, the problem of slope instability easily.Active protecting net is often
Because the production technology difference of its material and the limitation of itself durability are persistently effectively protected for a long time it is difficult to provide.For
Hard rock cutting location, itself is domatic uneven due to can inevitably cause during Excavation of Rock Slope, and bright finish is quick-fried
Broken plus domatic embedding benefit construction technology is also impossible to ensure domatic ride comfort, and measure of afforesting is also very limited, often cannot
Meet environmental protection, requirement attractive in appearance.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of sky window anchor net form concrete bank protection construction, with
Effectively improve the protection strength and stability of the hard rock cut slope of lapies (fluid bowl) growth, rock crushing or superelevation.
It is as follows that this utility model solves the technical scheme that its technical problem adopted：
Sky window anchor net form concrete bank protection construction of the present utility model, is characterized in that it includes：Domatic anchor pole, in brush
Longitudinally, laterally interval setting on side slope surface behind the clear slope in slope；Bar-mat reinforcement, launches and is hung on domatic anchor pole along side slope surface
On；Anchor net form concrete layer, pours on side slope surface, with domatic anchor pole, bar-mat reinforcement and side slope surface rock mass effectively connection
It is integrated；Plant biological bag, piles up in the pane that anchor net form concrete layer is formed；Galvanized wire mesh, launches outside pane and hangs
It is located on domatic anchor pole.
The beneficial effects of the utility model are that cut slope is domatic using domatic anchor pole, bar-mat reinforcement and form concrete even
Connect composition protective slope structure, carry out overall covering to entirely domatic, lapies (fluid bowl) growth, rock crushing or superelevation can be effectively improved
Hard rock cut slope protection strength and stability, prevent the soil body to run off, and extended protection effect is good, and environmental protection is attractive in appearance, fit
Wide with scope.
Brief description
This specification includes following two width accompanying drawings：
Fig. 1 is the plane graph of this utility model sky window anchor net form concrete bank protection construction；
Fig. 2 is the profile of the line A-A along along Fig. 1；
In figure illustrates component and corresponding labelling：Bar-mat reinforcement 1, long anchor pole 2, Short bolt 3, floral tube spilled water hole 4, plant biological bag 5,
Concrete is marked time 6, expansion joint 7, lateral sulcus platform 8, lateral sulcus bottom line 9, galvanized wire mesh 10, anchor net form concrete layer 11, coagulation
Native dash edge 12, the raw groove 13 of plant, mortar flag stone platform 14, spilled water hole 15, sand gravel drainage blanket 16, backfill planting soil 17.
Specific embodiment
With reference to the accompanying drawings and examples this utility model is further illustrated.
See figures.1.and.2, sky window anchor net form concrete bank protection construction of the present utility model includes：Domatic anchor pole,
Longitudinally, laterally interval setting on side slope surface behind the brush clear slope in slope；Bar-mat reinforcement 1, launches and is hung on domatic anchor along side slope surface
On bar；Anchor net form concrete layer 11, pours on side slope surface, effective with domatic anchor pole, bar-mat reinforcement 1 and side slope surface rock mass
Connect as one；Plant biological bag 5, piles up in the pane that anchor net form concrete layer 11 is formed；Galvanized wire mesh 10, outside pane
Launch and be hung on domatic anchor pole.
Cut slope is domatic to connect and compose protective slope structure using domatic anchor pole, bar-mat reinforcement and form concrete, to entirely domatic
Carry out overall covering, effectively improve slope protection strength and stability, prevent the soil body to run off, and environmental protection is attractive in appearance.
Described domatic anchor pole includes long anchor pole 2, Short bolt 3.Generally, long bolt diameter is 3m for 18mm length；Short bolt 3
A diameter ofLength is bar 1m.
This utility model also has perfect drainage system.The edge setting of described pane exceeds anchor net form concrete layer
The concrete dash edge 12 of 11 outer surfaces, longitudinally, laterally interval setting is through the floral tube spilled water hole of anchor net form concrete layer 11
4.It is provided with the lateral sulcus of horizontal expansion, lateral sulcus and anchor net form concrete layer at toe outside described anchor net form concrete layer 11
It is that groove 13 is given birth in the plant that backfill planting soil 17 is formed between 11 bottoms, between lateral sulcus top and the raw groove 13 of plant, mortar flag stone platform is set
14.Described backfill planting soil is sand gravel drainage blanket 16 below 17, lateral sulcus side wall is horizontally arranged at interval and leads to sand gravel draining
The spilled water hole 15 of layer 16.
Some of the above this utility model sky window anchor net form concrete bank protection construction that simply explains through diagrams are former
Reason, be not intended to by this utility model be confined to shown in and described concrete structure and the scope of application in, therefore every be possible to
The corresponding modification being utilized and equivalent, belong to the apllied the scope of the claims of this utility model.
Claims (5)
1. empty window anchor net form concrete bank protection construction, is characterized in that it includes：Domatic anchor pole, the side slope behind the brush clear slope in slope
Longitudinally, laterally interval setting on domatic；Bar-mat reinforcement (1), launches along side slope surface and is hung on domatic anchor pole；Anchor net mould is built mixed
Solidifying soil layer (11), is poured on side slope surface, is integrated with domatic anchor pole, bar-mat reinforcement (1) and side slope surface rock mass effectively connection；
Plant biological bag (5), piles up in the pane that anchor net form concrete layer (11) is formed；Galvanized wire mesh (10), launches outside pane
And be hung on domatic anchor pole.
2. sky window anchor net form concrete bank protection construction as claimed in claim 1, is characterized in that：Described domatic anchor pole includes
Long anchor pole (2), Short bolt (3).
3. sky window anchor net form concrete bank protection construction as claimed in claim 1, is characterized in that：The edge of described pane sets
Put concrete dash edge (12) exceeding anchor net form concrete layer (11) outer surface, longitudinally, laterally interval setting passes through anchor net
The floral tube spilled water hole (4) of form concrete layer (11).
4. sky window anchor net form concrete bank protection construction as claimed in claim 1, is characterized in that：Described anchor net mould builds coagulation
Soil layer (11) is provided with outward the lateral sulcus of horizontal expansion at toe, is back between lateral sulcus and anchor net form concrete layer (11) bottom
Fill out the raw groove (13) of plant that planting soil (17) is formed, setting mortar flag stone platform (14) between lateral sulcus top and the raw groove (13) of plant.
5. sky window anchor net form concrete bank protection construction as claimed in claim 4, is characterized in that：Described backfill planting soil
(17) it is sand gravel drainage blanket (16) below, lateral sulcus side wall is horizontally arranged at interval and leads to the spilled water hole of sand gravel drainage blanket (16)
(15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620733938.9U CN205934938U (en) | 2016-07-13 | 2016-07-13 | Concrete bank protection structure is built to empty window formula anchor wire mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620733938.9U CN205934938U (en) | 2016-07-13 | 2016-07-13 | Concrete bank protection structure is built to empty window formula anchor wire mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205934938U true CN205934938U (en) | 2017-02-08 |
Family
ID=57928674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620733938.9U Expired - Fee Related CN205934938U (en) | 2016-07-13 | 2016-07-13 | Concrete bank protection structure is built to empty window formula anchor wire mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205934938U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235468A (en) * | 2018-10-23 | 2019-01-18 | 中铁第四勘察设计院集团有限公司 | A kind of slope protection structure for In A Crushed Rock cut slope |
-
2016
- 2016-07-13 CN CN201620733938.9U patent/CN205934938U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235468A (en) * | 2018-10-23 | 2019-01-18 | 中铁第四勘察设计院集团有限公司 | A kind of slope protection structure for In A Crushed Rock cut slope |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170208 |