CN201873993U - Water draining anchor - Google Patents
Water draining anchor Download PDFInfo
- Publication number
- CN201873993U CN201873993U CN2010205211345U CN201020521134U CN201873993U CN 201873993 U CN201873993 U CN 201873993U CN 2010205211345 U CN2010205211345 U CN 2010205211345U CN 201020521134 U CN201020521134 U CN 201020521134U CN 201873993 U CN201873993 U CN 201873993U
- Authority
- CN
- China
- Prior art keywords
- permeable sleeve
- rod
- anchor pole
- draining anchor
- draining
- 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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- Piles And Underground Anchors (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model relates to a water draining anchor, comprising a rod body (1), wherein the front end of the rod body (1) is an anchoring end; a water permeable sleeve (2) is sheathed in the middle of the rod (1); a gap or a through hole, through which liquid can pass, is arranged in the side wall of the water permeable sleeve (2); a shaft shoulder is arranged or a baffle plate (4) is sheathed at the front end and the rear end of the rod body (1) respectively; two ends of the water permeable sleeve (2) respectively prop against the shaft shoulder or the baffle plate (4); and the outer surface of the water permeable sleeve (2) is wrapped with a piece of filter cloth (3). The utility model aims at providing the water draining anchor which has simple structure, low construction cost, high support bearing capacity, can rapidly drain a large amount of rainwater from the topsoil layer of a slope so as to prevent the occurrence of natural disasters such as landslide, mud-rock flow and the like.
Description
Technical field
The utility model relates to the anchor pole that a kind of slope support engineering is used.
Background technology
The supporting of existing slope is relatively poor with the drain function of anchor pole, in case run into heavy rains, because a large amount of rainwater can not in time be drained from the topsoil of slope, usually cause coming down, natural calamity such as mud-rock flow, landslide, mud-rock flow can be blocked highway, the railway of below, slope, destroy the building of below, slope, cause serious threat for people's lives and properties.
The utility model content
It is a kind of simple in structure that the purpose of this utility model is to provide, and operating expenses is low, supporting bearing capacity height, thereby can promptly a large amount of rainwater be drained from the topsoil of slope prevent to come down, draining anchor pole that natural calamity such as mud-rock flow takes place.
Draining anchor pole of the present utility model, comprise the body of rod, the front end of the body of rod is an anchored end, the middle part of the described body of rod is set with permeable sleeve, the sidewall of permeable sleeve has can be by the slit or the through hole of liquid, the rear and front end of the body of rod has the shaft shoulder respectively or is set with baffle plate, and the two ends of described permeable sleeve withstand on respectively on the shaft shoulder or the baffle plate, and the external surface of permeable sleeve is coated with filter cloth.
Draining anchor pole of the present utility model, wherein said permeable sleeve adopt the class chalina structure of thermoplasticity synthetic resin yarn bar formation or stiff instant noodles structure or silk to unite to be configured to.
Draining anchor pole of the present utility model, wherein said permeable sleeve adopts plastic pipe to make.
Draining anchor pole of the present utility model, wherein said permeable sleeve adopts plastic wire to twine and makes.
Draining anchor pole of the present utility model, wherein said permeable sleeve adopts the plastic wire pipe to make.
Draining anchor pole of the present utility model, the wherein said body of rod adopt steel pipe to make, and the bar section that is set with described permeable sleeve on the body of rod is evenly equipped with a plurality of through holes.
Draining anchor pole of the present utility model, the wherein said body of rod are solid hopkinson bar, are evenly equipped with a plurality of discharge orifices or gutter channel on the described baffle plate.
Draining anchor pole of the present utility model, the cross section of wherein said permeable sleeve are annular.
The middle part of draining anchor rod body of the present utility model is set with permeable sleeve, the sidewall of permeable sleeve has can be by the slit or the through hole of liquid, the rear and front end of the body of rod has the shaft shoulder respectively or is set with baffle plate, the two ends of permeable sleeve withstand on respectively on the shaft shoulder or the baffle plate, and the external surface of permeable sleeve is coated with filter cloth.If heavy rains, a large amount of rainwater in the topsoil of slope can converge in the anchor hole, and along permeable sleeve outflow anchor hole,, draining anchor rod body of the present utility model takes place so thereby can promptly draining a large amount of rainwater natural calamities such as preventing landslide, mud-rock flow from the topsoil of slope, and have simple in structure, operating expenses is low, the characteristics that the supporting bearing capacity is high.
Other details of the utility model draining anchor pole and characteristics can just can be cheer and bright by reading the embodiment hereinafter encyclopaedize in conjunction with the accompanying drawings.
Description of drawings
Fig. 1 is the main pseudosection of structural representation of a kind of embodiment of draining anchor pole of the present utility model;
Fig. 2 is the A-A cross section view of Fig. 1;
Fig. 3 is the main pseudosection of structural representation of the another kind of embodiment of draining anchor pole of the present utility model;
Fig. 4 is the C-C cross section view of Fig. 3.
The specific embodiment
As depicted in figs. 1 and 2, draining anchor pole of the present utility model, comprise the body of rod 1, the body of rod 1 adopts steel pipe to make, the front end of the body of rod 1 is an anchored end, the middle part of the body of rod 1 is set with permeable sleeve 2, the cross section of permeable sleeve 2 is an annular, the bar section that is set with permeable sleeve 2 on the body of rod 1 is evenly equipped with a plurality of through holes 5, the rear and front end of the body of rod 1 has the shaft shoulder respectively or is set with baffle plate 4, the two ends of permeable sleeve 2 withstand on respectively on the shaft shoulder or the baffle plate 4, and permeable sleeve 2 adopts the class chalina structure of thermoplasticity synthetic resin yarn bar formation or stiff instant noodles structure or silk to unite to be configured to, and the external surface of permeable sleeve 2 is coated with filter cloth 3.
As shown in Figure 3 and Figure 4, draining anchor pole of the present utility model, also can be to comprise the body of rod 1, the body of rod 1 is a solid hopkinson bar, the front end of the body of rod 1 is an anchored end, the middle part of the body of rod 1 is set with permeable sleeve 2, the cross section of permeable sleeve 2 is an annular, the rear and front end of the body of rod 1 has the shaft shoulder respectively or is set with baffle plate 4, the two ends of permeable sleeve 2 withstand on respectively on the shaft shoulder or the baffle plate 4, be evenly equipped with a plurality of discharge orifices 6 or gutter channel on the baffle plate 4, permeable sleeve 2 adopts the class chalina structure of thermoplasticity synthetic resin yarn bar formation or stiff instant noodles structure or silk to unite to be configured to, and the external surface of permeable sleeve 2 is coated with filter cloth 3.
Above-mentioned permeable sleeve 2 also can adopt the plastic pipe punching to make, and permeable sleeve 2 can also adopt plastic wire to twine and make, and permeable sleeve 2 also can adopt the plastic wire pipe to make.
The anchor hole that draining anchor pole of the present utility model is bored can be to be tilted to along the slope, the diameter of anchor hole should be bigger slightly than the diameter of permeable sleeve 2, carry out hole clearly after the boring, after clear hole finishes, the draining anchor pole is inserted in the anchor hole, utilize the anchored end of draining anchor pole that the draining anchor pole is fixed in the anchor hole then, use the fixedly rear end of draining anchor pole of shaped steel and standby nut again, the draining anchor pole promptly can produce support action.In case run into heavy rains, a large amount of rainwater in the topsoil of slope can converge in the anchor hole, and flow out anchor hole along permeable sleeve, because rainwater can in time drain by anchor hole, thereby can avoid coming down, natural calamity such as mud-rock flow.
Embodiment recited above is described preferred implementation of the present utility model; be not that scope of the present utility model is limited; under the prerequisite that does not break away from the utility model design spirit; various distortion and improvement that the common engineers and technicians in this area make the technical solution of the utility model all should fall in the definite protection domain of claims of the present utility model.
Claims (8)
1. draining anchor pole, comprise the body of rod (1), the front end of the body of rod (1) is an anchored end, the middle part that it is characterized in that the described body of rod (1) is set with permeable sleeve (2), the sidewall of permeable sleeve (2) has can be by the slit or the through hole of liquid, the rear and front end of the body of rod (1) has the shaft shoulder respectively or is set with baffle plate (4), and the two ends of described permeable sleeve (2) withstand on respectively on the shaft shoulder or the baffle plate (4), and the external surface of permeable sleeve (2) is coated with filter cloth (3).
2. draining anchor pole according to claim 1 is characterized in that described permeable sleeve (2) adopts thermoplasticity synthetic resin strand to make.
3. draining anchor pole according to claim 1 is characterized in that described permeable sleeve (2) adopts plastic pipe to make.
4. draining anchor pole according to claim 1 is characterized in that described permeable sleeve (2) adopts plastic wire to twine and makes.
5. draining anchor pole according to claim 1 is characterized in that described permeable sleeve (2) adopts the plastic wire pipe to make.
6. according to any one described draining anchor pole in the claim 1 to 5, it is characterized in that the described body of rod (1) adopts steel pipe to make, the bar section that is set with described permeable sleeve (2) on the body of rod (1) is evenly equipped with a plurality of through holes (5).
7. according to any one described draining anchor pole in the claim 1 to 5, it is characterized in that the described body of rod (1) is a solid hopkinson bar, is evenly equipped with a plurality of discharge orifices (6) or gutter channel on the described baffle plate (4).
8. according to any one described draining anchor pole in the claim 1 to 5, the cross section that it is characterized in that described permeable sleeve (2) is an annular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205211345U CN201873993U (en) | 2010-09-08 | 2010-09-08 | Water draining anchor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205211345U CN201873993U (en) | 2010-09-08 | 2010-09-08 | Water draining anchor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201873993U true CN201873993U (en) | 2011-06-22 |
Family
ID=44161918
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205211345U Expired - Fee Related CN201873993U (en) | 2010-09-08 | 2010-09-08 | Water draining anchor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201873993U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197498A (en) * | 2021-12-27 | 2022-03-18 | 中国长江三峡集团有限公司 | Prefabricated assembly type highway soil slope reinforcing structure and construction method thereof |
-
2010
- 2010-09-08 CN CN2010205211345U patent/CN201873993U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197498A (en) * | 2021-12-27 | 2022-03-18 | 中国长江三峡集团有限公司 | Prefabricated assembly type highway soil slope reinforcing structure 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: 20110622 Termination date: 20140908 |
|
| EXPY | Termination of patent right or utility model |