CN205875181U - Slope reinforcement protector - Google Patents
Slope reinforcement protector Download PDFInfo
- Publication number
- CN205875181U CN205875181U CN201620682141.0U CN201620682141U CN205875181U CN 205875181 U CN205875181 U CN 205875181U CN 201620682141 U CN201620682141 U CN 201620682141U CN 205875181 U CN205875181 U CN 205875181U
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- China
- Prior art keywords
- frame
- slope
- preventer
- slope reinforcement
- concrete
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Abstract
This patent belongs to the stability on side slope or slope, specifically discloses a slope reinforcement protector, and include the toe barricade and set up in domatic concrete frame, concrete frame bottom with the toe barricade is connected, still includes the prestressed anchorage cable, the prestressed anchorage cable sets up concrete frame is last, still includes the hog frame, the hog frame is connected between each point of intersect that mixes the earth frame, be equipped with cultivation hole on the point of intersect of hog frame, the last gasbag that is equipped with of cultivation hole is equipped with the check valve on this gasbag, cultivation hole is last to have planted trees. The setting up of hog frame makes traditional rectangle structure become a plurality of little triangle -shaped structures, the reinforcing of very big degree the steadiness of muddy earth frame. Through the cultivation of tress on cultivation hole and since the root take root the growth, all have fixed action on intimate terms to the shallow table of side slope with deep.
Description
Technical field
This utility model belongs to stablizing of side slope or slope, particularly relates to a kind of slope reinforcement preventer.
Background technology
The formulation of slope reinforcement scheme is mainly according to deformation, destruction and the stability analysis of side slope.Compared to soil property limit
The recurrent domatic local failure in slope and globality are destroyed, and the deformation of rock side slope refers to that slope rock mass only occurs position, local
Move or destroy, there is no significant sliding or rolling, overall collapse will not be caused.The destruction of rock side slope is then that rock mass is with one
The phenomenon of constant speed degree generation larger displacement, such as whole slide, rolls and topples over.
The reinforcing of rock side slope generally has two ways, and one is that shallow table is reinforced, and one is deep-layer reinforcing.Wherein top layer adds
Gu the main mode used has extension protection network, pneumatically placed concrete, anchor pole, sash beam etc., the main mode of deep-layer reinforcing is anchor cable.
Shallow table is reinforced and is mainly solved side slope local block stability analysis, prevents slope rock mass along the slip on top layer, and deep-layer reinforcing is mainly used in having
The Slope Treatment in specific slide construction face, can be effectively improved slope sliding buckling safety factor.
When slope rock mass air slaking, off-load are obvious, and strong off-load, the severely-weathered degree of depth are relatively deep, and Rock Mass is fragmentation mosaic texture,
During Rock Mass Integrality difference, this type of side slope will have the sliding properties of soil-slope and rock side slope simultaneously, it is possible to shallow table occurs
Slide, it is also possible to whole slide occurs.Hydraulic and Hydro-Power Engineering side slope belongs to forever runs side slope, the safe class of side slope
Asking higher, when this type of side slope, need the shallow table simultaneously solving side slope to stablize and deep stability, handguard is propped up in conventional process
Section is difficult to solve problems.
Utility model content
The purpose of this utility model is to provide a kind of shallow table that can simultaneously solve side slope to stablize and the side slope of deep stability
Reinforcement protection device.
In order to achieve the above object, base case of the present utility model provides a kind of slope reinforcement preventer, including slope
Foot barricade and be arranged at domatic concrete frame, is connected with described toe barricade bottom described concrete frame, also includes pre-
Stress anchor cable, described prestress anchorage cable is arranged on described concrete frame, also includes that hog frame, described hog frame are connected to mix
Between each intersection point of earth framework, the intersection point of described hog frame is provided with culture hole, and described culture hole is provided with air bag, this gas
Capsule is provided with check valve, and described culture hole is planted trees.
The principle of this base case and having the beneficial effects that: the setting of hog frame makes traditional rectangular configuration become multiple little
Triangular structure, the steadiness enhancing mixed earth framework of high degree.By the cultivation of tress on culture hole, due to tree
Root take root growth, the shallow table of side slope and deep layer are respectively provided with the fixation of lover, meanwhile, perpendicular dry have one to mixed earth framework
Fixed restriction effect, fixed effect is higher.Along with the growth of trees, then can continuous extruding gasbag, the gas in air bag is compressed
After to a certain extent, will discharge from check valve, without limitation on the growth of trees.
Scheme two: based on this, scheme is preferred, described toe barricade is formed by concrete cast.
Scheme three: based on this, scheme is preferred, described toe barricade is provided with osculum, and osculum can prevent current big
Amount is deposited on toe barricade, and then adds the steadiness of whole preventer.
Scheme four: based on this, scheme is preferred, and air bag is made up of butadiene rubber.Butadiene rubber is that butadiene gathers through solution
Conjunction prepares, and butadiene rubber has tolerance to cold, wearability and bullet rubber tyre excellent especially, also has the most ageing-resistant
Performance.It is highly suitable for field rugged environment.
Scheme five: based on this, scheme is preferred, the degree of depth of described prestress anchorage cable is unloaded through the weak air slaking of side slope body are weak
Lotus line.Owing to being rock side slope, therefore the degree of depth of prestress anchorage cable can be fixed more through the weak air slaking weak off-load line of side slope body
Add firm.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model slope reinforcement preventer embodiment；
Fig. 2 is the structural representation of this utility model slope reinforcement preventer embodiment.
Fig. 3 is the structural representation of culture hole in this utility model slope reinforcement preventer embodiment.
Detailed description of the invention
Below by detailed description of the invention, this utility model is described in further detail:
Reference in Figure of description includes: domatic 10, weak air slaking weak off-load line 101, concrete frame 20, toe
Barricade 30, osculum 301, prestress anchorage cable 40, hog frame 50, culture hole 501, air bag 60.
As shown in Figure 1, Figure 2 and Figure 3, a kind of slope reinforcement preventer, including toe barricade 30, prestress anchorage cable 40,
Hog frame 50 and the concrete frame 20 being arranged at domatic 10.Being connected with toe barricade 30 bottom concrete frame 20, toe keeps off
Wall 30 is formed by concrete cast, and is provided with osculum 301 on toe barricade 30, and osculum 301 can prevent a large amount of heap of current
Amass on toe barricade 30, and then add the steadiness of whole preventer.
Within prestress anchorage cable 40 inserts domatic 10 and is deep into weak air slaking weak off-load line 101.Prestress anchorage cable 40 is arranged
On intersection point on concrete frame 20.All it is fixed with hog frame by mixed earth between each intersection point on mixed earth framework
50.And the intersection point of hog frame 50 is provided with culture hole 501, culture hole 501 is planted and has the trees of applicable rock side slope, such as horse hair
Pine and lotus wood etc..Culture hole 501 is provided with air bag 60, and air bag 60 is made up of butadiene rubber.Butadiene rubber is that butadiene is through solution
Polymerization prepares, and butadiene rubber has especially excellent tolerance to cold, wearability and bullet rubber tyre, also have preferable resistance to always
Change performance.It is highly suitable for field rugged environment.This air bag 60 is provided with check valve, and under normal circumstances, trees are by air bag 60
It is stuck on culture hole 501, when trees gradually grow thick, the continuous extruding gasbag of trees 60, thus the pressure in augmented airbag 60,
Gas is extruded from check valve.
Compared with traditional slope reinforcement preventer, in this programme, the setting of hog frame 50 makes traditional rectangular configuration become
For multiple little triangular structures, the steadiness enhancing mixed earth framework of high degree.By cultivating on culture hole 501
Trees, take root growth due to tree root, and the shallow table of side slope and deep layer are respectively provided with the fixation of lover, meanwhile, perpendicular dry to mixed
Earth framework has certain restriction effect, and fixed effect is higher.Along with the growth of trees, then can constantly extruding gasbag 60, air bag
After gas in 60 is compressed to a certain degree, will discharge from check valve, without limitation on the growth of trees.
Above-described is only embodiment of the present utility model, and in scheme, the known general knowledge such as concrete structure and characteristic is at this
Too much describe.It should be pointed out that, for a person skilled in the art, in the premise without departing from this utility model structure
Under, it is also possible to making some deformation and improvement, these also should be considered as protection domain of the present utility model, and these are all without impact
The effect of this utility model enforcement and practical applicability.The protection domain that this application claims should be with the content of its claim
Being as the criterion, the detailed description of the invention in description etc. records the content that may be used for explaining claim.
Claims (5)
1. a slope reinforcement preventer, including toe barricade and be arranged at domatic concrete frame, described concrete frame
It is connected with described toe barricade bottom frame, also includes that prestress anchorage cable, described prestress anchorage cable are arranged on described concrete frame
On, it is characterised in that also include between each intersection point that hog frame, described hog frame are connected to mixed earth framework, described reinforcement
The intersection point of frame is provided with culture hole, and described culture hole is provided with air bag, and this air bag is provided with check valve, and described culture hole is planted to be had
Trees.
2. slope reinforcement preventer as claimed in claim 1, it is characterised in that described toe barricade poured into a mould by concrete and
Become.
3. slope reinforcement preventer as claimed in claim 1, it is characterised in that described toe barricade is provided with osculum.
4. slope reinforcement preventer as claimed in claim 1, it is characterised in that described air bag is made up of butadiene rubber.
5. slope reinforcement preventer as claimed in claim 1, it is characterised in that the degree of depth of described prestress anchorage cable passes limit
The weak air slaking weak off-load line of slope body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620682141.0U CN205875181U (en) | 2016-07-01 | 2016-07-01 | Slope reinforcement protector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620682141.0U CN205875181U (en) | 2016-07-01 | 2016-07-01 | Slope reinforcement protector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205875181U true CN205875181U (en) | 2017-01-11 |
Family
ID=57693862
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620682141.0U Expired - Fee Related CN205875181U (en) | 2016-07-01 | 2016-07-01 | Slope reinforcement protector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205875181U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663564A (en) * | 2020-12-14 | 2021-04-16 | 邢台襄禹水利勘测设计有限公司 | Ecological slope protection structure and construction method |
-
2016
- 2016-07-01 CN CN201620682141.0U patent/CN205875181U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663564A (en) * | 2020-12-14 | 2021-04-16 | 邢台襄禹水利勘测设计有限公司 | Ecological slope protection structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170111 Termination date: 20180701 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |