CN206503044U - A kind of compound resistance to compression roadbed - Google Patents
A kind of compound resistance to compression roadbed Download PDFInfo
- Publication number
- CN206503044U CN206503044U CN201720110078.8U CN201720110078U CN206503044U CN 206503044 U CN206503044 U CN 206503044U CN 201720110078 U CN201720110078 U CN 201720110078U CN 206503044 U CN206503044 U CN 206503044U
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- China
- Prior art keywords
- layer
- compression
- mixed layer
- branch barrier
- roadbed
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Abstract
The utility model discloses a kind of compound resistance to compression roadbed, including original place base, the original place base upper end is provided with metalling, the metalling upper end is provided with mixed layer, run through in the middle of the mixed layer and be connected with support column, the mixed layer upper end is provided with concrete layer, provided with work handwoven cloth layer between the mixed layer and concrete layer, concrete layer upper end centre position is provided with road surface, branch barrier is provided with the outside of the mixed layer and concrete layer, the branch barrier centre position is embedded with grass-planting grid, the branch barrier side is provided with rhone, the branch barrier opposite side is provided with ladder, this compound resistance to compression roadbed can reach the indeformable effect of subgrade stability ensured under road surface, contribute to carry out draining simultaneously and block water, there is good effect for the abrasionproof of road improvement, crushing resistance is strong simultaneously, support effect is obvious, it is not easily susceptible to damage.
Description
Technical field
The utility model is related to technical field of buildings, specially a kind of compound resistance to compression roadbed.
Background technology
Composite foundation refers to that subsoil part soil body during basement process is strengthened, or is replaced, or in day
Reinforcement material is set in right ground, and stabilization zone is by matrix (the subsoil soil body or the modified subsoil soil body) and enhancing
Body artificial foundation dimerous.Under load action, the effect of matrix and reinforcement shared load.According to compound
Composite foundation is divided into vertical reinforcement composite foundation and level to the enhancing class of composite foundation two by base load transfer mechanism, and perpendicular
It is divided into three kinds of discrete material pile composite foundation, flexible pile composite foundation and rigid pile composite foundation to reinforcement composite foundation.It is multiple
Conjunction ground is generally divided into Composite Foundation of Soil cement Mixing Piles, high pressure jet grouting pile composite foundation, sand pile ground, vibrosinking pile and is combined
Ground, soil and lime-soil compaction pile composite foundation, CFG Compound Foundation and composite foundation with rammed soil-cement pile.
In the use material on highway in China road surface, the more commonly used is that this is mainly using semi-rigid materials such as pitches
Due to the advantage of the self character of pitch material, but it is in season in winter in summer two and day and night temperature, and automobile tyre
, easily there is crackle in impulsive force, and this can influence the service life of highway, also increases the maintenance cost in later stage, is unfavorable for drop and integrates
Cost, so results in that usability is poor, there is certain deficiency, it is impossible to be preferably used for during town road builds.
Utility model content
The purpose of this utility model is to provide a kind of compound resistance to compression roadbed, to solve what is proposed in above-mentioned background technology
Problem.
To achieve the above object, the utility model provides following technical scheme：A kind of compound resistance to compression roadbed, including original place
Base, the original place base upper end is provided with metalling, and the metalling upper end is provided with to run through in the middle of mixed layer, the mixed layer and is connected with
Support column, the mixed layer upper end is provided with concrete layer, provided with work handwoven cloth layer between the mixed layer and concrete layer, described mixed
Solidifying soil layer upper end centre position is provided with the outside of road surface, the mixed layer and concrete layer and is provided with the middle of branch barrier, the branch barrier
Position is embedded with grass-planting grid, and the branch barrier side is provided with rhone, and the branch barrier opposite side is provided with ladder.
It is preferred that, the mixed layer includes soil layer and lkd layer, and the soil layer and lkd layer are uniformly mixed.
It is preferred that, reinforced frame is embedded with the middle of the concrete layer, the reinforced frame lower end is fixedly connected on mixed layer.
It is preferred that, the work handwoven cloth layer includes work handwoven cloth and waterproof membrane, and the waterproof membrane is embedded on the inside of work handwoven cloth.
It is preferred that, the branch barrier lower end is fixedly connected on original place base, and the branch barrier upper end is located at road surface side.
It is preferred that, the ladder is located at branch barrier two ends, and the ladder upper end is located at road surface side.
Compared with prior art, the beneficial effects of the utility model are：This compound resistance to compression roadbed can reach guarantee road surface
Under the indeformable effect of subgrade stability, while helping draining and block water, have good for the abrasionproof of road improvement
Good effect, while crushing resistance is strong, support effect substantially, is not easily susceptible to damage.
Brief description of the drawings
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model mixed layer structural representation；
Fig. 3 is the utility model concrete layer structural representation；
Fig. 4 is the utility model work handwoven cloth Rotating fields schematic diagram；
Fig. 5 is the utility model supporting and retaining system Rotating fields schematic diagram.
In figure：1 original place base, 2 metallings, 3 mixed layers, 4 support columns, 5 concrete layers, 6 work handwoven cloth layers, 7 road surfaces, 8 supporting and retaining systems
Layer, 9 grass-planting grids, 10 rhones, 11 ladders, 12 soil layers, 13 lkd layers, 14 reinforced frames, 15 work handwoven cloths, 16 waterproof membranes.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
Fig. 1-5 are referred to, the utility model provides a kind of technical scheme：A kind of compound resistance to compression roadbed, including original place base
1, the upper end of original place base 1 is provided with metalling 2, and the upper end of metalling 2 is provided with the middle of mixed layer 3, the mixed layer 3 through company
Support column 4 is connected to, the upper end of mixed layer 3 is provided with concrete layer 5, and work handwoven cloth is provided between the mixed layer 3 and concrete layer 5
Layer 6, the upper end centre position of concrete layer 5 is provided with road surface 7, and the outside of mixed layer 3 and concrete layer 5 is provided with branch barrier 8,
The centre position of branch barrier 8 is embedded with grass-planting grid 9, and the side of branch barrier 8 is provided with rhone 10, the opposite side of branch barrier 8
Provided with ladder 11.
Further, the mixed layer 3 includes soil layer 12 and lkd layer 13, and the soil layer 12 and lkd layer 13 are uniformly mixed
Close.
Further, reinforced frame 14 is embedded with the middle of the concrete layer 5, the lower end of reinforced frame 14 is fixedly connected on mixing
Layer 3.
Further, the work handwoven cloth layer 6 includes work handwoven cloth 15 and waterproof membrane 16, and the waterproof membrane 16 is embedded in work handwoven cloth 15
Inner side.
Further, the lower end of branch barrier 8 is fixedly connected on original place base 1, and the upper end of branch barrier 8 is located at road surface 7 one
Side.
Further, the ladder 11 is located at the two ends of branch barrier 8, and the upper end of ladder 11 is located at the side of road surface 7.
Operation principle：A kind of compound resistance to compression roadbed of the utility model, the upper end of original place base 1 is provided with metalling 2, metalling 2
Upper end is provided with the middle of mixed layer 3, mixed layer 3 through support column 4 is connected with, and ground can be caused more firm, the upper end of mixed layer 3
Provided with concrete layer 5, provided with work handwoven cloth layer 6 between mixed layer 3 and concrete layer 5, the setting of work handwoven cloth layer 6 can cause ground
More preferable waterproof effect is reached, the setting of branch barrier 8 can be prevented effectively beside roadbed by planting plants in grass-planting grid 9
Soil erosion, both sides set ladder 11 can be convenient for people to pass through, to roadbed safeguard etc..
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
It is appreciated that these embodiments can be carried out in the case where not departing from principle of the present utility model and spirit a variety of changes, repaiies
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of compound resistance to compression roadbed, including original place base (1), it is characterised in that：Original place base (1) upper end is provided with metalling
(2), metalling (2) upper end is provided with the middle of mixed layer (3), the mixed layer (3) through support column (4) is connected with, described
Mixed layer (3) upper end is provided with concrete layer (5), provided with work handwoven cloth layer (6), institute between the mixed layer (3) and concrete layer (5)
State concrete layer (5) upper end centre position and be provided with branch barrier provided with road surface (7), the mixed layer (3) and concrete layer (5) outside
(8), branch barrier (8) centre position is embedded with grass-planting grid (9), and branch barrier (8) side is provided with rhone (10), the branch
Barrier (8) opposite side is provided with ladder (11).
2. a kind of compound resistance to compression roadbed according to claim 1, it is characterised in that：The mixed layer (3) includes soil layer
(12) and lkd layer (13), the soil layer (12) and lkd layer (13) are uniformly mixed.
3. a kind of compound resistance to compression roadbed according to claim 1, it is characterised in that：It is embedding in the middle of the concrete layer (5)
There is reinforced frame (14), reinforced frame (14) lower end is fixedly connected on mixed layer (3).
4. a kind of compound resistance to compression roadbed according to claim 1, it is characterised in that：The work handwoven cloth layer (6) includes work
Handwoven cloth (15) and waterproof membrane (16), the waterproof membrane (16) are embedded on the inside of work handwoven cloth (15).
5. a kind of compound resistance to compression roadbed according to claim 1, it is characterised in that：Branch barrier (8) lower end is fixed
Original place base (1) is connected to, branch barrier (8) upper end is located at road surface (7) side.
6. a kind of compound resistance to compression roadbed according to claim 1, it is characterised in that：The ladder (11) is located at branch barrier
(8) two ends, ladder (11) upper end is located at road surface (7) side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720110078.8U CN206503044U (en) | 2017-02-06 | 2017-02-06 | A kind of compound resistance to compression roadbed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720110078.8U CN206503044U (en) | 2017-02-06 | 2017-02-06 | A kind of compound resistance to compression roadbed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206503044U true CN206503044U (en) | 2017-09-19 |
Family
ID=59834115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720110078.8U Expired - Fee Related CN206503044U (en) | 2017-02-06 | 2017-02-06 | A kind of compound resistance to compression roadbed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206503044U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468884A (en) * | 2019-07-31 | 2019-11-19 | 武汉安保通科技有限公司 | A kind of stratum mounting structure and construction method based on earthwave micro-vibration |
-
2017
- 2017-02-06 CN CN201720110078.8U patent/CN206503044U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468884A (en) * | 2019-07-31 | 2019-11-19 | 武汉安保通科技有限公司 | A kind of stratum mounting structure and construction method based on earthwave micro-vibration |
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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: 20170919 Termination date: 20180206 |