CN108487243A - A kind of sleeve, anchor pole and slope protection system - Google Patents
A kind of sleeve, anchor pole and slope protection system Download PDFInfo
- Publication number
- CN108487243A CN108487243A CN201810545913.XA CN201810545913A CN108487243A CN 108487243 A CN108487243 A CN 108487243A CN 201810545913 A CN201810545913 A CN 201810545913A CN 108487243 A CN108487243 A CN 108487243A
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- CN
- China
- Prior art keywords
- tgxg
- discount
- anchor pole
- sleeve
- bearing
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses a kind of sleeve, anchor pole and slope protection systems, including several row anchor poles, further include base's TGXG and several load-bearing TGXG, the lower end of anchor pole is inserted in side slope, and base's TGXG is laid in side slope, and it is fixed by anchor pole, base's TGXG is equipped with soil moved in improve the original, and load-bearing TGXG is layed in the upper end of same a line anchor pole, and is fixed by discount, the slope protection system of the present invention is simple in structure, and can take into account mechanical balance and the ecological balance.
Description
Technical field
The present invention relates to Geotechnical Engineering fields, and in particular to a kind of sleeve, anchor pole and side slope protection system.
Background technology
It is frequently necessary to carry out the excavation of the cubic metre of earth and stone in Process of Engineering Construction and backfill, earth and rock works is usually associated with largely
How the generation of Artificial Side-slope takes into account side slope mechanical balance and the ecological balance in engineering construction, becomes current engineering technology people
The problem of member's urgent need to resolve.
In consideration of it, special propose the invention.
Invention content
For the deficiencies in the prior art, the purpose of the present invention is to provide a kind of sleeve, anchor pole and side slope protections
System, it is simple in structure, and mechanical balance and the ecological balance can be taken into account.
The technical proposal of the invention is realized in this way：
A kind of sleeve, sleeve outer wall side are equipped with several discounts, and discount connect by connecting pole with sleeve outer wall, discount from its
Bottom end is tapered to its top, and the diameter of connecting pole is less than the diameter of discount bottom end.
Further, discount can compress in heart direction thereto.
Further, discount top is equipped with groove, passes through groove so that discount can compress in heart direction thereto.
Further, bottom portion of groove is equipped with and overhangs block, and when use, which overhangs soon to yearn for discount top, overhang.
Further, discount is elastic component so that discount can compress in heart direction thereto.
Further, the upper end of a kind of anchor pole, anchor pole is arranged at least one sleeve.
Further, anchor pole is connect with bush whorl.
Further, a kind of side slope protection system, including several row anchor poles further include base's TGXG and several load-bearing soil
The lower end of work grid, anchor pole is inserted in side slope, and base's TGXG is laid in side slope, and is fixed by anchor pole, base geotechnique
Grid is equipped with soil moved in improve the original, and load-bearing TGXG is layed in the upper end of same a line anchor pole, and is fixed by discount, discount apex area
Less than the area of load-bearing TGXG grid, discount bottom end area is more than the area of load-bearing TGXG grid, the face of connecting pole
Area of the product less than load-bearing TGXG grid.
Further, after the completion of load-bearing TGXG is laid with, plug sets and overhangs block in groove, plug is set overhang block after, discount bottom
End area is more than the area of load-bearing TGXG grid, and the area of connecting pole is less than the area of load-bearing TGXG grid.
Further, it is arranged with platen on anchor pole.
The beneficial effects of the invention are as follows：
（1）In use, being set in side slope first and fixing several row anchor poles, the grid of base's TGXG is then passed through into anchor
Bar is laid in side slope, and the platen being arranged on anchor pole is used to base's TGXG being pressed on side slope, subsequently, line by line in anchor
The upper end of bar is laid with one layer of load-bearing TGXG, and certain row anchor poles can also be selected to be laid with load-bearing TGXG, such as singular row or
Even numbers row, the load-bearing TGXG being laid on anchor pole are fixed by discount, when fixed, the grid of load-bearing TGXG from
The top of discount penetrates, and load-bearing TGXG has certain elasticity, so that its grid is pierced by from the bottom end of discount by pullling, final to cover
It is located at outside connecting pole, discount apex area is less than the area of load-bearing TGXG grid, to ensure that grid can be from discount top
It penetrates, discount bottom end area is more than load-bearing TGXG grid area, to ensure that grid is pierced by and the company of being set in from discount bottom end
After connecing column, load-bearing TGXG can be stuck on connecting pole by discount bottom end, finally, one layer of visitor is laid in base's TGXG
Soil.
（2）After the completion of load-bearing TGXG is laid with, plug sets and overhangs block in groove, plug is set overhang block after, discount bottom face
Product is more than the area of load-bearing TGXG grid, and the area of connecting pole is less than the area of load-bearing TGXG grid, is overhanging block
Under the action of discount top overhang outward, can preferably fix load-bearing TGXG.
（3）The side slope protection system of the present invention, base's TGXG provide one for preventing unstability in side slope for soil moved in improve the original
The supporting layer of a stabilization, for some plants that can plant or sow grass seeds by duster on soil moved in improve the original for improving the ecological balance, soil moved in improve the original is laid on base
In TGXG, due to its gravity, there are problems that the load-bearing TGXG being laid on anchor pole can be to soil moved in improve the original to gliding
It plays a supporting role, the weight of soil moved in improve the original has been shared in the load-bearing TGXG being laid on each row anchor pole, line by line support, is efficiently solved
The above problem ensure that the mechanical balance of side slope protection system.
（4）The side slope protection system of the present invention, it is simple in structure, it is solid by discount by anchor pole fixed base TGXG
Determine load-bearing TGXG, it can be achieved that side slope protection system rapid construction, in another aspect, discount can thereto heart direction compress
（Squeeze）, when fixed load-bearing TGXG, by squeezing discount, the grid of load-bearing TGXG is made to be pierced by its bottom end, and nothing
It need to pull, so that the fixation of load-bearing TGXG is more convenient, in another aspect, anchor pole is connect with bush whorl, it can
It realizes the quick connection of sleeve and anchor pole, in another aspect, sleeve can combine or be located on other objects with anchor pole, is used for network cloth
Fixation, when fixed, the grid of network cloth is sleeved on across discount on connecting pole, and the grid of network cloth is stuck in discount bottom end, realization
It is fixed.
Description of the drawings
Fig. 1 is the structural schematic diagram of sleeve；
Fig. 2 is the structural schematic diagram of anchor pole；
Fig. 3 is the structural schematic diagram of the anti-skidding system of side slope；
Fig. 4 is the side view of the anti-skidding system of side slope；
Fig. 5 is the structural schematic diagram equipped with the sleeve for overhanging block.
In figure：1- anchor poles, the upper end of 2- anchor poles, 3- sleeves, 4- discounts, 5- connecting poles, 6- discounts bottom end, 7- discounts top
End, 8- grooves, 9- bases TGXG, 10- load-bearing TGXG, the lower end of 11- anchor poles, 12- side slopes, 13- platens, 14- visitors
Soil, 15- overhang block.
Specific implementation mode
It is right with reference to the attached drawing of the present invention in order to make those skilled in the art more fully understand technical scheme of the present invention
Technical scheme of the present invention carries out clear, complete description, and based on the embodiment in the application, those of ordinary skill in the art exist
The other similar embodiments obtained under the premise of not making creative work, shall fall within the protection scope of the present application.
Embodiment one：
As shown in Figs 1-4, a side slope protection system, including several row anchor poles 1, the upper end 2 of anchor pole are arranged at least one sleeve
3, anchor pole 1 is threadedly coupled with sleeve 3, and 3 outer wall side of sleeve is equipped with several discounts 4, and discount 4 passes through outside connecting pole 5 and sleeve 3
Wall connects, and is tapered from discount bottom end 6 to discount top 7, and the diameter of connecting pole 5 is less than the diameter of discount bottom end 6, preferably
, discount 4 can compress in heart direction thereto, can be by the way that groove 8 is arranged on 4 top of discount, or discount 4 is set as elastic component, with
Achieve the purpose that discount 4 can compress in heart direction thereto, groove 8 is arranged in the present embodiment, 4 top of discount.
One side slope protection system, further includes base's TGXG 9 and several load-bearing TGXG 10, and the lower end 11 of anchor pole is inserted
In side slope 12, base's TGXG 9 is laid in side slope 12, and is fixed by anchor pole 1, and platen 13 is arranged on anchor pole 1, is used
It is pressed in side slope 12 in by base's TGXG 9, base's TGXG 9 is equipped with soil moved in improve the original 14, and load-bearing TGXG 10 is laid with
In the upper end 2 of same a line anchor pole, and by discount 4 fix.
In use, being set in side slope 12 first and fixing several row anchor poles 1, then by the grid of base's TGXG 9
It being laid in side slope 12 across anchor pole 1, the platen 13 being arranged on anchor pole 1 is used to base's TGXG 9 being pressed on side slope 12,
Subsequently, it is laid with one layer of load-bearing TGXG 10 in the upper end of anchor pole 2 line by line, certain row anchor poles 1 can also be selected to be laid with load-bearing
TGXG 10, such as singular row or even numbers row, the load-bearing TGXG 10 being laid on anchor pole 1 are fixed by discount 4, Gu
Periodically, the grid of load-bearing TGXG 10 is penetrated from the top of discount 4, squeeze discount 4 make the grid of load-bearing TGXG 10 from
Discount bottom end 6 is pierced by, and is finally set in outside connecting pole 5, finally, one layer of soil moved in improve the original 14, soil moved in improve the original 14 is laid in base's TGXG 9
Some plants are planted or sowed grass seeds by duster for improving the ecological balance.
Embodiment two：
As shown in figure 5, another form of a side slope protection system, part identical with embodiment one repeats no more, different
Being that the bottom of the groove 8 on discount 4 is equipped with overhangs block 15, in use, after the completion of load-bearing TGXG 10 is laid with, in groove 8
Plug sets and overhangs block 15, plug is set overhang block 15 after, 6 area of discount bottom end is more than the area of 10 grid of load-bearing TGXG, connecting pole 5
Area be less than 10 grid of load-bearing TGXG area, discount top 7 overhangs outward under the action of overhanging block 15, Ke Yigeng
Good fixation load-bearing TGXG 10.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiment being appreciated that.
Claims (8)
1. a kind of sleeve, which is characterized in that sleeve outer wall side is equipped with several discounts, and discount passes through connecting pole and sleeve outer wall
Connection, discount are tapered from its bottom end to its top, and the diameter of connecting pole is less than the diameter of discount bottom end.
2. a kind of sleeve as described in claim 1, which is characterized in that discount can compress in heart direction thereto.
3. a kind of sleeve as claimed in claim 2, which is characterized in that discount top is equipped with groove.
4. a kind of sleeve as claimed in claim 3, which is characterized in that bottom portion of groove is equipped with and overhangs block.
5. a kind of sleeve as claimed in claim 2, which is characterized in that discount is elastic component.
6. a kind of anchor pole, which is characterized in that the upper end of anchor pole is arranged at least one set as described in claim 1 ~ 5 is arbitrary
Cylinder.
7. a kind of anchor pole as claimed in claim 6, which is characterized in that anchor pole is connect with bush whorl.
8. a kind of side slope protection system, which is characterized in that including several rows such as claim 6 or the 7 arbitrary anchor poles, also wrap
Base's TGXG and several load-bearing TGXG are included, the lower end of anchor pole is inserted in side slope, and base's TGXG is laid on side slope
On, and fixed by anchor pole, base's TGXG is equipped with soil moved in improve the original, and load-bearing TGXG is layed in the upper end of same a line anchor pole,
And it is fixed by discount.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810545913.XA CN108487243A (en) | 2018-05-31 | 2018-05-31 | A kind of sleeve, anchor pole and slope protection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810545913.XA CN108487243A (en) | 2018-05-31 | 2018-05-31 | A kind of sleeve, anchor pole and slope protection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108487243A true CN108487243A (en) | 2018-09-04 |
Family
ID=63351867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810545913.XA Pending CN108487243A (en) | 2018-05-31 | 2018-05-31 | A kind of sleeve, anchor pole and slope protection system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108487243A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0718680A (en) * | 1993-06-30 | 1995-01-20 | Oyo Kikaku:Kk | Surface forming plate body for steep grade fill and execution method thereof |
| CN2787722Y (en) * | 2005-04-07 | 2006-06-14 | 张明顺 | Connection device for soft construction materials |
| CN101113590A (en) * | 2006-07-28 | 2008-01-30 | 黎彪钦 | Soil and water conservation method |
| KR100813236B1 (en) * | 2007-03-12 | 2008-03-13 | 이평우 | The structure for a slope reinforcement and eco slope reinforcement method |
| CN205329668U (en) * | 2016-01-07 | 2016-06-22 | 山东科技大学 | Novel conveniently make up formula geogrid |
| CN206396767U (en) * | 2017-01-13 | 2017-08-11 | 三峡大学 | A kind of combination gridiron structure for high gradient slope restoration of the ecosystem and repairing |
| CN206706729U (en) * | 2017-03-22 | 2017-12-05 | 河南奥琪德新材料科技有限公司 | It is a kind of to be easy to the fixed GSZ assembled |
| CN208266862U (en) * | 2018-05-31 | 2018-12-21 | 福海环境科技（青岛）有限公司 | A kind of sleeve, anchor pole and slope protection system |
-
2018
- 2018-05-31 CN CN201810545913.XA patent/CN108487243A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0718680A (en) * | 1993-06-30 | 1995-01-20 | Oyo Kikaku:Kk | Surface forming plate body for steep grade fill and execution method thereof |
| CN2787722Y (en) * | 2005-04-07 | 2006-06-14 | 张明顺 | Connection device for soft construction materials |
| CN101113590A (en) * | 2006-07-28 | 2008-01-30 | 黎彪钦 | Soil and water conservation method |
| KR100813236B1 (en) * | 2007-03-12 | 2008-03-13 | 이평우 | The structure for a slope reinforcement and eco slope reinforcement method |
| CN205329668U (en) * | 2016-01-07 | 2016-06-22 | 山东科技大学 | Novel conveniently make up formula geogrid |
| CN206396767U (en) * | 2017-01-13 | 2017-08-11 | 三峡大学 | A kind of combination gridiron structure for high gradient slope restoration of the ecosystem and repairing |
| CN206706729U (en) * | 2017-03-22 | 2017-12-05 | 河南奥琪德新材料科技有限公司 | It is a kind of to be easy to the fixed GSZ assembled |
| CN208266862U (en) * | 2018-05-31 | 2018-12-21 | 福海环境科技（青岛）有限公司 | A kind of sleeve, anchor pole and slope protection system |
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