CN206189423U - Ecological protection anchor system of rock slope - Google Patents
Ecological protection anchor system of rock slope Download PDFInfo
- Publication number
- CN206189423U CN206189423U CN201621252183.7U CN201621252183U CN206189423U CN 206189423 U CN206189423 U CN 206189423U CN 201621252183 U CN201621252183 U CN 201621252183U CN 206189423 U CN206189423 U CN 206189423U
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- CN
- China
- Prior art keywords
- side slope
- dimensional
- anchor pole
- anchor
- ecological protection
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- 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 an ecological protection anchor system of rock slope, includes the stock, stock connecting wire and three -dimensional galvanized machine net braiding, wherein three -dimensional galvanized machine net braiding lays in the side slope, and the side slope is squeezed into with fixed to the stock three -dimensional galvanized machine net braiding, the winding of stock connecting wire is in the upper portion of stock is in order to fix each the stock. The utility model discloses a slope ecological protection system has a stock connecting wire interconnect at the top of every stock, has fine firm effect to the substrate, consequently can be used for precipitous conditions such as rock slope.
Description
Technical field
The utility model is related to protecting slope ecology technical field, more particularly to a kind of ecological shield anchoring system of rock side slope
System.
Background technology
Protecting slope ecology is a kind of emerging ecological revetment mode that can effectively protect bare slope, and it is different from biography
The bricklaying protection works of system, can effectively realize recovering vegetation on slope with protection.Protecting slope ecology is broadly divided into soil property, rock matter side
Slope is protected, steep, gentle side slope protection high.
Three-dimensional galvanized machine netting is the galvanized iron with the three-dimensional structure like sponge gourd network sample for the solid soil of slope species
Net, plant roots and stems can be passed freely through therebetween, be grown neatly, in a balanced way.Plant, base material after growing up to is firm with three-dimensional machine netting
It is combined together, and root system of plant can go deep into 30-100cm below earth's surface, be consequently formed one layer of firm green complex protection
Layer.Therefore three-dimensional galvanized machine netting is applied to protecting slope ecology, can obtain preferable Effect of Ecological Restoration.Wherein, three
The anchorage style for tieing up galvanized machine netting is critically important, can influence stability and bearing capacity of the base material on domatic.
Therefore, how to improve the stability of three-dimensional galvanized machine netting turns into the technical problem of prior art urgent need to resolve.
Utility model content
The purpose of this utility model is to propose a kind of rock side slope ecological protection anchor system, being capable of protecting slope ecology
System strength is high, stability is high, bearing capacity is big.
A kind of rock side slope ecological protection anchor system, it is characterised in that：Including anchor pole 1, anchor pole connecting line 2, and three-dimensional
Galvanized machine netting 3, wherein the three-dimensional galvanized machine netting 3 is laid on side slope, it is zinc-plated with the fixation three-dimensional that anchor pole 1 squeezes into side slope
Machine netting 3, anchor pole connecting line 2 is wrapped in the top of the anchor pole 1, to fix each anchor pole 1.
Preferably, the anchor pole connecting line 2 is galvanized wire or steel strand wires.
Preferably, the three-dimensional galvanized machine netting 3 with diameter greater than 2mm, aperture 5mm*5mm.
Preferably, the bolt diameter 12-16mm, rock-bolt length 30-100cm.
Preferably, the three-dimensional galvanized machine netting is no less than 60cm, the three-dimensional plating in side slope safety top parcel width
During zinc machine net lateral connection, two net overlapping widths >=8cm.
Preferably, the anchor pole hammers into ground so that 70 °~80 ° angles are oblique, inclination angle dorsad side slope.
Preferably, the anchor pole includes Bower Anchor bar 11 and auxiliary anchor pole 12.
Protecting slope ecology system of the present utility model, at the top of each anchor pole there is anchor pole connecting line to be connected with each other,
There is good firm effect to base material, therefore can be used for the conditions such as precipitous rock slope.
Brief description of the drawings
Fig. 1 is the top view according to rock side slope ecological protection anchor system of the present utility model；
Fig. 2 is the profile according to rock side slope ecological protection anchor system of the present utility model.
The technical characteristic that reference in figure is referred to respectively is：
1st, anchor pole；2nd, anchor pole connecting line；3rd, three-dimensional galvanized machine netting；11st, Bower Anchor bar；12nd, auxiliary anchor pole.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples.It is understood that herein
Described specific embodiment is used only for explanation the utility model, rather than to restriction of the present utility model.Further need exist for
It is bright, for the ease of description, part rather than the entire infrastructure related to the utility model is illustrate only in accompanying drawing.
It is the top view according to rock side slope ecological protection anchor system of the present utility model referring to Fig. 1, Fig. 2 is according to this
The profile of the rock side slope ecological protection anchor system of utility model, including anchor pole 1, anchor pole connecting line 2, and three-dimensional galvanized machine
Netting 3, wherein three-dimensional galvanized machine netting 3 is laid on side slope, anchor pole 1 squeezes into side slope with the fixation three-dimensional galvanized machine netting 3, anchor
Bar connecting line 2 is wrapped in the top of the anchor pole 1, to fix each anchor pole 1.
Preferably, the anchor pole connecting line 2 is galvanized wire or steel strand wires.
Therefore, the utility model is in addition to using three-dimensional galvanized machine netting fixed slope, also by anchor pole connecting line come
The upper end of each anchor pole is connected, so that the anchor pole forms an entirety, strengthens the fixation for anchor pole.So cause i.e.
Just after root system of plant gos deep into earth's surface, the anchor pole can also fix the three-dimensional galvanized machine netting, increase anchoring dynamics.
Wherein, the diameter of the anchor pole connecting line, length, density determine that slope of rock mass can according to domatic quality
Can, then anchor pole connection line density is small, length is big, diameter is big, and loose is sandy domatic, then the anchor pole is thin, density is big, depth
Degree then according to circumstances determines.
Further, the three-dimensional galvanized machine netting 3 with diameter greater than 2mm, aperture 5mm*5mm, so, plant roots and stems can
Pass freely through therebetween, grow neatly, in a balanced way.
The bolt diameter 12-16mm, rock-bolt length 30-100cm.
Further, Fig. 2 is participated in, the anchor pole includes Bower Anchor bar 11 and auxiliary anchor pole 12.
Further, at the top of side slope, the three-dimensional galvanized machine netting must not be lacked in side slope safety top parcel width
In 60cm, stability and security according to slopes quality can suitably increase slope head parcel width.The lower edge of toe lapping should
With on retaining wall along coincide, without infiltration space.During the three-dimensional galvanized machine net lateral connection, two net overlapping widths >=8cm.Overlay on
Three-dimensional galvanized machine netting edge must all knot above, must not omit.When three-dimensional galvanized machine netting is longitudinally connected, connection upper and lower three
The wire of galvanized machine netting is tieed up, palpus ring ring winding series winding must not omit a ring.When there is breakage in three-dimensional galvanized machine netting,
To the leading repairing of breakage, then two net connections must be carried out.Side slope after the completion of netting operation, three-dimensional galvanized machine netting junction should
It is smooth, the unpolarized twine in edge.
The anchor pole hammers into ground so that 70 °~80 ° angles are oblique, inclination angle dorsad side slope.
When two pieces of three-dimensional galvanized machine nets are fixed simultaneously, the wire of two three-dimensional galvanized machine nets should be also secured to anchor pole
Elbow in.In two three-dimensional galvanized machine net lap-joints, anchor net must simultaneously push down the iron wire of two width nets.Fixed at the head parcel of slope
Zinc-plated three dimensional network, anchor pole should hammer into ground so that 70 °~80 ° angles are oblique, inclination angle dorsad side slope.Zinc-plated three dimensional network after slope anchorage
Must meet：In the middle pull-up that anchor pole is fixed, three-dimensional galvanized machine net can pull-up 5cm-20cm distances.Each anchoring unit is by three
Individual anchor pole distribution triangular in shape, and with anchor pole connecting line 2, such as steel wire rope or iron wire are connected.
In sum, protecting slope ecology system of the present utility model, has anchor pole connecting line at the top of each anchor pole
It is connected with each other, there is good firm effect to base material, therefore can be used for the conditions such as precipitous rock slope.
Above content is to combine specific preferred embodiment further detailed description of the utility model, it is impossible to
Assert that specific embodiment of the present utility model is only limitted to this, for the utility model person of an ordinary skill in the technical field
For, without departing from the concept of the premise utility, some simple deduction or replace can also be made, should all be considered as
Belong to the claims of the utility model by being submitted to and determine protection domain.
Claims (7)
1. a kind of rock side slope ecological protection anchor system, it is characterised in that：
Including anchor pole (1), anchor pole connecting line (2), and three-dimensional galvanized machine netting (3), wherein three-dimensional galvanized machine netting (3) paving
Side slope is located at, anchor pole (1) squeezes into side slope with the fixation three-dimensional galvanized machine netting (3), and anchor pole connecting line (2) is wrapped in the anchor
The top of bar (1), to fix each anchor pole (1).
2. rock side slope ecological protection anchor system according to claim 1, it is characterised in that：
The anchor pole connecting line (2) is galvanized wire or steel strand wires.
3. rock side slope ecological protection anchor system according to claim 1, it is characterised in that：
The three-dimensional galvanized machine netting (3) with diameter greater than 2mm, aperture 5mm*5mm.
4. rock side slope ecological protection anchor system according to claim 1, it is characterised in that：
The bolt diameter 12-16mm, rock-bolt length 30-100cm.
5. rock side slope ecological protection anchor system according to claim 1, it is characterised in that：
The three-dimensional galvanized machine netting is no less than 60cm in side slope safety top parcel width, and the three-dimensional galvanized machine net laterally connects
When connecing, two net overlapping widths >=8cm.
6. rock side slope ecological protection anchor system according to claim 1, it is characterised in that：
The anchor pole hammers into ground so that 70 °~80 ° angles are oblique, inclination angle dorsad side slope.
7. rock side slope ecological protection anchor system according to claim 1, it is characterised in that：
The anchor pole includes Bower Anchor bar (11) and auxiliary anchor pole (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621252183.7U CN206189423U (en) | 2016-11-16 | 2016-11-16 | Ecological protection anchor system of rock slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621252183.7U CN206189423U (en) | 2016-11-16 | 2016-11-16 | Ecological protection anchor system of rock slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189423U true CN206189423U (en) | 2017-05-24 |
Family
ID=58726315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621252183.7U Expired - Fee Related CN206189423U (en) | 2016-11-16 | 2016-11-16 | Ecological protection anchor system of rock slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189423U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109183817A (en) * | 2018-09-27 | 2019-01-11 | 中铁工程设计咨询集团有限公司 | A kind of construction method of the tall and big effective soil horizon of precipitous rock slope ecological safeguard structure |
| CN110985078A (en) * | 2019-11-25 | 2020-04-10 | 绍兴文理学院 | High-resistance yielding large-deformation surface supporting system and mounting method thereof |
| CN112761170A (en) * | 2020-12-29 | 2021-05-07 | 山东省地质环境监测总站(山东省地质灾害防治技术指导中心) | Collapse prevention and control device suitable for side slope danger rock mass |
-
2016
- 2016-11-16 CN CN201621252183.7U patent/CN206189423U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109183817A (en) * | 2018-09-27 | 2019-01-11 | 中铁工程设计咨询集团有限公司 | A kind of construction method of the tall and big effective soil horizon of precipitous rock slope ecological safeguard structure |
| CN110985078A (en) * | 2019-11-25 | 2020-04-10 | 绍兴文理学院 | High-resistance yielding large-deformation surface supporting system and mounting method thereof |
| CN112761170A (en) * | 2020-12-29 | 2021-05-07 | 山东省地质环境监测总站(山东省地质灾害防治技术指导中心) | Collapse prevention and control device suitable for side slope danger rock mass |
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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: 20170524 Termination date: 20171116 |