CN204456097U - A kind of anchor cable reinforcing soil cutting side slope - Google Patents
A kind of anchor cable reinforcing soil cutting side slope Download PDFInfo
- Publication number
- CN204456097U CN204456097U CN201520018385.4U CN201520018385U CN204456097U CN 204456097 U CN204456097 U CN 204456097U CN 201520018385 U CN201520018385 U CN 201520018385U CN 204456097 U CN204456097 U CN 204456097U
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- CN
- China
- Prior art keywords
- anchor cable
- side slope
- steel strand
- soil cutting
- cutting side
- 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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Abstract
Reinforce an anchor cable for soil cutting side slope, at least comprise the steel strand of guide cone, dead ring, isolating frame, exposed steel strand and band plastic pipe; The steel strand of described band plastic pipe are arranged on free section of anchor cable part; Described guide cone is arranged on whole anchor cable foremost; Described dead ring is provided with multiple on anchor cable body; The anchor cable of this reinforcing soil cutting side slope, after being reinforced this section of side slope by this anchor cable, through observation, there is not the phenomenon continuing to slide in massif; Anchor cable fundamentally improves the force-bearing situation of rock mass, makes the slide mass on massif surface and bottom massif be unified into as a whole, ensure that the stability of side slope.
Description
Technical field
The utility model relates to anchor institute application, especially a kind of anchor cable reinforcing soil cutting side slope.
Background technology
Anchor cable, by boring through soft stratum or slide plane, one end (anchor pole) is anchored at (title Inner bolt head) in hard rock stratum, then stretch-draw is carried out at another free end (claiming outer anchor head), thus to unstable rock mass, anchoring is carried out to rock stratum applying pressure, this method claims prestress anchorage cable, is called for short anchor cable, domestic application is more, and on construction of railways landslide, the application of side slope place is very general.
Prior art can not meet the productive life needs of people, and for making up prior art deficiency, the utility model aims to provide a kind of anchor cable reinforcing soil cutting side slope.
For realizing this technical purpose, scheme of the present utility model is: a kind of anchor cable reinforcing soil cutting side slope, at least comprises the steel strand of guide cone, dead ring, isolating frame, exposed steel strand and band plastic pipe; The steel strand of described band plastic pipe are arranged on free section of anchor cable part; Described guide cone is arranged on whole anchor cable foremost; Described dead ring is provided with multiple on anchor cable body, and isolating frame is arranged on anchor cable outer end; Described exposed steel strand are arranged on anchorage cable anchoring section outward flange.
As optimisation technique scheme of the present utility model: described isolating frame adopts the steel plate of diameter 2mm to make.
Preferably, described dead ring and isolating frame are arranged at interval of 80cm at the anchoring section of anchor cable.
Further, whole anchor cable uses with anchor plate in use simultaneously, and anchor plate is arranged on guide cone inner end.
Compared with prior art, the beneficial effects of the utility model are: the anchor cable of this reinforcing soil cutting side slope, and after being reinforced this section of side slope by this anchor cable, through observation, the phenomenon continuing to slide does not appear in massif; Anchor cable fundamentally improves the force-bearing situation of rock mass, makes the slide mass on massif surface and bottom massif be unified into as a whole, ensure that the stability of side slope.By the prestressing force that anchor cable applies, make unstable sliding mass be in higher stress state (structural plane is in impaction state), significantly improve the globality of rock mass.Anchor cable initiatively can provide skid resistance, the effective displacement controlling rock mass, thus makes rock cranny airtight, reduce the osmosis of crevice water, and anchor cable produces compressive stress band within the scope of certain anchoring, fundamentally improves the mechanical property of rock mass.
Utility model content
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model;
Fig. 2 is sectional view of the present utility model;
Wherein: 1, guide cone, 2, dead ring, 3, isolating frame, 4, exposed steel strand, 5, the steel strand of band plastic pipe.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 ~ 2, in the utility model embodiment, a kind of anchor cable reinforcing soil cutting side slope, at least comprises the steel strand 5 of guide cone 1, dead ring 2, isolating frame 3, exposed steel strand 4 and band plastic pipe; The steel strand 5 of described band plastic pipe are arranged on free section of anchor cable part; Described guide cone 1 is arranged on whole anchor cable foremost; Described dead ring 2 is provided with multiple on anchor cable body, and isolating frame 3 is arranged on anchor cable outer end; Described exposed steel strand 4 are arranged on anchorage cable anchoring section outward flange.
As optimisation technique scheme of the present utility model: described isolating frame 3 adopts the steel plate of diameter 2mm to make.
Preferably, described dead ring 2 and isolating frame 3 are arranged at interval of 80cm at the anchoring section of anchor cable.
Further, whole anchor cable uses with anchor plate in use simultaneously, and anchor plate is arranged on guide cone 1 inner end.
The utility model is in use: anchor cable has to pass through rust cleaning cleaning before installing, free section of anchor cable needs brushing rust protection agent to do preservative treatment, often restraints steel strand and adopts plastic bushing isolating and protecting respectively; Anchoring section steel strand are exposed to eliminate rust.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
The above; be only preferred embodiment of the present utility model; not in order to limit the utility model, every above embodiment is done according to technical spirit of the present utility model any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solutions of the utility model.
Claims (4)
1. reinforce an anchor cable for soil cutting side slope, at least comprise the steel strand (5) of guide cone (1), dead ring (2), isolating frame (3), exposed steel strand (4) and band plastic pipe; It is characterized in that: the steel strand (5) of described band plastic pipe are arranged on free section of anchor cable part; Described guide cone (1) is arranged on whole anchor cable foremost; Described dead ring (2) is provided with multiple on anchor cable body, and isolating frame (3) is arranged on anchor cable outer end; Described exposed steel strand (4) are arranged on anchorage cable anchoring section outward flange.
2. a kind of anchor cable reinforcing soil cutting side slope according to claim 1, is characterized in that: described isolating frame (3) adopts the steel plate of diameter 2mm to make.
3. a kind of anchor cable reinforcing soil cutting side slope according to claim 1, is characterized in that: described dead ring (2) and isolating frame (3) are arranged at interval of 80cm at the anchoring section of anchor cable.
4. a kind of anchor cable reinforcing soil cutting side slope according to claim 1, is characterized in that: whole anchor cable uses with anchor plate in use simultaneously, and anchor plate is arranged on guide cone (1) inner end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520018385.4U CN204456097U (en) | 2015-01-02 | 2015-01-02 | A kind of anchor cable reinforcing soil cutting side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520018385.4U CN204456097U (en) | 2015-01-02 | 2015-01-02 | A kind of anchor cable reinforcing soil cutting side slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204456097U true CN204456097U (en) | 2015-07-08 |
Family
ID=53663006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520018385.4U Expired - Fee Related CN204456097U (en) | 2015-01-02 | 2015-01-02 | A kind of anchor cable reinforcing soil cutting side slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204456097U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106958450A (en) * | 2017-05-17 | 2017-07-18 | 洛阳理工学院 | A kind of steel tendon anchor pole and its construction method for being used to reinforce weak surrounding rock |
| CN111579229A (en) * | 2020-05-19 | 2020-08-25 | 中国水利水电科学研究院 | Test device for researching prestress transmission rule of anchor cable and working method thereof |
| CN113699986A (en) * | 2021-09-03 | 2021-11-26 | 山西云泉岩土工程科技股份有限公司 | Novel anchor cable for filling side slope and construction method thereof |
-
2015
- 2015-01-02 CN CN201520018385.4U patent/CN204456097U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106958450A (en) * | 2017-05-17 | 2017-07-18 | 洛阳理工学院 | A kind of steel tendon anchor pole and its construction method for being used to reinforce weak surrounding rock |
| CN106958450B (en) * | 2017-05-17 | 2024-02-06 | 洛阳理工学院 | Steel wire bundle anchor rod for reinforcing weak surrounding rock and construction method thereof |
| CN111579229A (en) * | 2020-05-19 | 2020-08-25 | 中国水利水电科学研究院 | Test device for researching prestress transmission rule of anchor cable and working method thereof |
| CN113699986A (en) * | 2021-09-03 | 2021-11-26 | 山西云泉岩土工程科技股份有限公司 | Novel anchor cable for filling side slope and construction method thereof |
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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: 20150708 Termination date: 20160102 |
|
| EXPY | Termination of patent right or utility model |