CN203129156U - High steep reinforcement side slope structure - Google Patents
High steep reinforcement side slope structure Download PDFInfo
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- CN203129156U CN203129156U CN2012207313959U CN201220731395U CN203129156U CN 203129156 U CN203129156 U CN 203129156U CN 2012207313959 U CN2012207313959 U CN 2012207313959U CN 201220731395 U CN201220731395 U CN 201220731395U CN 203129156 U CN203129156 U CN 203129156U
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- reinforced slope
- steep
- grid
- concrete
- slope structure
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Abstract
The utility model relates to a high steep reinforcement side slope structure which comprises a concrete foundation and a concrete pressure top, wherein the concrete foundation is arranged on the bottom layer, and the concrete pressure top is arranged on the top layer, more than one reinforcement side slope body is arranged between the concrete foundation and the concrete pressure top, the reinforcement side slope body comprises a grid guest, grids and filling materials, the grid is fixedly connected with the grid guest, the filling materials are compacted in layers among the grids, a platform is arranged between two adjacent reinforcement side slope bodies, and each platform is arranged to be of a concrete structure. The high steep reinforcement side slope structure is capable of well solving the problem which is difficult to solve by a traditional masonry wall and the problem that increasing occupied area is brought by convention slope and has the advantages of being capable of saving land and reducing abandon area, good in landscape effect, low in construction cost, wide in application range and good in mechanical property.
Description
Technical field
The utility model relates to a kind of high steep reinforced slope structure.
Background technology
At present, along with the fast development of China's economic construction, in the Changjiang river, the relatively poor regional construction of orographic condition such as upstream projects such as a large amount of harbours, harbour, highway, railway.Because of with a varied topography, land-based area or road need carry out height when forming and fill out.Generally height is filled out side slope and adopt dual mode: 1, put the slope according to natural slope; 2, the bricklaying barricade is set.Height is filled out side slope to be put the slope and just exists floor space big; Height is filled out side slope the bricklaying barricade is set can overcomes and take up an area of big problem, but masonry structure not only construction investment height, landscape effect are poor after too high, and the potential safety hazard of structure own is many.
Summary of the invention
Technical problem to be solved in the utility model is the deficiency that exists at above-mentioned prior art and a kind of the stable of side slope that guarantee is provided, and significantly reduces to take up an area of, saves construction investment relatively, reduces the high steep reinforced slope structure of floor space.
The utility model is that the technical scheme that the problem of the above-mentioned proposition of solution adopts is a kind of high steep reinforced slope structure, comprise that the concrete basis that is arranged on bottom and the concrete that is arranged on top layer bear down on one, described concrete basis is made up of more than one reinforced slope body between bearing down on one with concrete, and described reinforced slope body comprises the fixedly connected grid of Ge Bin, dative guest, reaches the filler of compaction in layers between grid; Be provided with platform between two adjacent reinforced slope bodies, platform is set to the concrete structure.
Press such scheme, the steep reinforced slope structure height of described height is not less than 30 meters, and the ratio of slope of described reinforced slope body is 1:n, and n is not less than 0.75.
Press such scheme, described reinforced slope body is set to per 10 meters one-level side slopes, and the platform between described adjacent two reinforced slope bodies is set to 2 meters.
Press such scheme, described lattice guest is made up of the building stones that fill gabion net cage qualifying guest cylinder mould the inside, and lattice guest's afterbody is provided with the lacing wire net.
Press such scheme, described gabion net cage and described lacing wire net are formed by mechanical twisted pair by mild steel wire, and the mesh shape of described gabion net cage is hexagon.
Press such scheme, described lattice guest is equipped with the on-woven geotextiles behind.
Press such scheme, described grid is simple tension polyethylene soil sound of laughing grid.
Press such scheme, described grid is fixedlyed connected by colligation by mild steel wire with described lacing wire net.
Press such scheme, described grid top is equipped with the medium sand topping.
Press such scheme, described reinforced slope body arranges the rib body behind, and the filler in the rib body is identical with filler in the reinforced slope body.
The beneficial effects of the utility model are: 1, the your student's reinforced slope structure that is formed by stacking by more than one reinforced slope body, and add suddenly height and filled out the ratio of slope of side slope, reduced floor space.2, because the reinforced slope structure is flexible edge slope structure, lower to the ground requirement for bearing capacity.3, utilize the side of abandoning, scene preferably, reduced construction costs.4, owing to be connected by the mild steel wire colligation between Ge Bin and the grid, guaranteed the stability of high gradient slope.
Description of drawings
Fig. 1 is the cross-sectional configuration schematic diagram of the high steep reinforced slope body of the utility model.
Fig. 2 is the plane structure for amplifying schematic diagram of a high steep reinforced slope body of the utility model.
Among the figure: 1001, concrete bears down on one, and 1002, Ge Bin, 1003, the concrete platform, 1004, grid, 1005, concrete basis, 1006, place or road end face, 1007, filler, 1008, the anti-step that digs, 1009 native stone lines of demarcation, 1010, the original place upper thread, 1011, rib body, 2001, the gabion net cage, 2002, fill building stones, 2003, lacing wire net, 2004, grid, 2005, filler, 2006, U-shaped staple, 2007, non-woven geotextile, 2008, road roller.
The specific embodiment
Further specify embodiment of the present utility model below in conjunction with accompanying drawing.
Referring to Fig. 1 and Fig. 2, a kind of high steep reinforced slope structure, the embankment substrate is counter dig step 1008 after, Cast-in-place concrete basis 1005, when sandstone filler 1007 was filled in compaction in layers again, the layering pile was laid lattice guest 1002, gabion net cage 2001 the insides are filled with fills building stones 2002, forms lattice guest 1002; The net structure of gabion net cage 2001 is hexagon, and lattice guest 1002 afterbodys are provided with lacing wire net 2003, and the net structure of lacing wire net 2003 is hexagon; Grid 1004 is filled with filler 1007 for simple tension polyethylene soil sound of laughing grid between the grid 1004 of each layer, filler 1007 is joined filler for the sandstone matter utmost point, fill and need compaction in layers in the process, filler 1007 has the grating requirement, and grating requires to be nonuniformity coefficient Cu 〉=5, coefficient of curvature Cc=1～3; Gabion net cage 2001 and lacing wire net 2003 are zinc-plated covering and mould the mild steel wire material and form by mechanical twisted pair, and grid 1004 and lacing wire net 2003 usefulness are zinc-plated to be covered and mould the mild steel wire colligation and be connected, and lattice guest 1002 backs are equipped with non-woven geotextile 2007.Be provided with concrete platform 1003 between two adjacent high steep reinforced slope bodies, concrete platform 1003 adopts the cast-in-situ concrete sealing.
For forming the reinforced slope structure in the process of filling, fill rib body 1011 at reinforced slope body rear portion; For preventing that filler body fine particle from staying mistake with underground water, arranges non-woven geotextile 2007 behind lattice guest 1002; In substrate concrete basis 1005 is set, on top, reinforced slope slope concrete is set and bears down on one 1001, platform adopts 1003 sealings of concrete platform between side slopes at different levels; Every layer of grid 1004 lays the back and adopts U-shaped staple 2006 to fix; Filler 1007 uses road roller 2008 compactions in layers.
This structure has guaranteed the stability of high gradient slope, has saved land area, has reduced construction costs, has utilized the outer spoir cubic meter of stone at project place simultaneously preferably.
The above; only being preferred embodiment of the present utility model, is not that the utility model is done any pro forma restriction, and those skilled in the art utilize the technology contents of above-mentioned announcement to make a little simple modification; equivalent variations or modification all drop in the protection domain of the present utility model.
Claims (10)
1. one kind high steep reinforced slope structure, comprise that the concrete basis that is arranged on bottom and the concrete that is arranged on top layer bear down on one, it is characterized in that: described concrete basis is made up of more than one reinforced slope body between bearing down on one with concrete, and described reinforced slope body comprises the fixedly connected grid of Ge Bin, dative guest, reaches the filler of compaction in layers between grid; Be provided with platform between two adjacent reinforced slope bodies, platform is set to the concrete structure.
2. the steep reinforced slope structure of height according to claim 1, it is characterized in that: the steep reinforced slope structure height of described height is not less than 30 meters, and the ratio of slope of described reinforced slope body is 1:n, and n is not less than 0.75.
3. the steep reinforced slope structure of height according to claim 1, it is characterized in that: described reinforced slope body is set to per 10 meters one-level side slopes, and the platform between described adjacent two reinforced slope bodies is set to 2 meters.
4. the steep reinforced slope structure of height according to claim 1 is characterized in that: described lattice guest is made up of the building stones that fill gabion net cage qualifying guest cylinder mould the inside, and lattice guest's afterbody is provided with the lacing wire net.
5. the steep reinforced slope structure of height according to claim 4, it is characterized in that: described gabion net cage and described lacing wire net are formed by mechanical twisted pair by mild steel wire, and the mesh shape of described gabion net cage is hexagon.
6. the steep reinforced slope structure of height according to claim 4, it is characterized in that: described lattice guest is equipped with the on-woven geotextiles behind.
7. the steep reinforced slope structure of height according to claim 1 is characterized in that: described grid is simple tension polyethylene soil sound of laughing grid.
8. the steep reinforced slope structure of height according to claim 7, it is characterized in that: described grid is fixedlyed connected by colligation by mild steel wire with described lacing wire net.
9. the steep reinforced slope structure of height according to claim 8 is characterized in that: be equipped with the medium sand topping above the described grid.
10. the steep reinforced slope structure of height according to claim 1, it is characterized in that: described reinforced slope body arranges the rib body behind, and the filler in the rib body is identical with filler in the reinforced slope body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012207313959U CN203129156U (en) | 2012-12-27 | 2012-12-27 | High steep reinforcement side slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012207313959U CN203129156U (en) | 2012-12-27 | 2012-12-27 | High steep reinforcement side slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203129156U true CN203129156U (en) | 2013-08-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012207313959U Expired - Fee Related CN203129156U (en) | 2012-12-27 | 2012-12-27 | High steep reinforcement side slope structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN203129156U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908763A (en) * | 2016-06-21 | 2016-08-31 | 西南交通大学 | Multistep high-slope and wide-platform type bamboo reinforcement reinforced earth structure and design and calculation method thereof |
| CN109235374A (en) * | 2018-12-03 | 2019-01-18 | 唐山工业职业技术学院 | A kind of constructing device and construction method for assisting high steep reinforced earth dam to fill |
-
2012
- 2012-12-27 CN CN2012207313959U patent/CN203129156U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908763A (en) * | 2016-06-21 | 2016-08-31 | 西南交通大学 | Multistep high-slope and wide-platform type bamboo reinforcement reinforced earth structure and design and calculation method thereof |
| CN105908763B (en) * | 2016-06-21 | 2018-03-23 | 西南交通大学 | The design and calculation method of multistage high slope, Wide Worktable formula bamboo reinforcement earth structure |
| CN109235374A (en) * | 2018-12-03 | 2019-01-18 | 唐山工业职业技术学院 | A kind of constructing device and construction method for assisting high steep reinforced earth dam to fill |
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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: 20130814 Termination date: 20201227 |
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| CF01 | Termination of patent right due to non-payment of annual fee |