CN207597404U - Big height difference green edge slope supporting construction - Google Patents
Big height difference green edge slope supporting construction Download PDFInfo
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- CN207597404U CN207597404U CN201721169200.5U CN201721169200U CN207597404U CN 207597404 U CN207597404 U CN 207597404U CN 201721169200 U CN201721169200 U CN 201721169200U CN 207597404 U CN207597404 U CN 207597404U
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- slope surface
- side slope
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- slope
- height difference
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Abstract
Big height difference green edge slope supporting construction, including slope soil, continuous impervious wall, side slope surface, concrete fender pier, gutter, continuous impervious wall is equipped between the slope soil and side slope surface, continuous impervious wall is used for the water segregation inside slope soil and side slope surface, concrete fender pier is set between adjacent two-stage side slope surface, concrete fender pier is internally provided with gutter, several stake holes are equipped on side slope surface, armored concrete stub is inserted into inside stake holes, for fixed slope slope surface, nutriment layer is laid with above side slope surface soil layer successively, it sows grass seeds by duster layer, right-angled intersection protective layer.The beneficial effects of the utility model are：Can timely draining, continuous impervious wall good water-proof effect, stratum deformation is adaptable, and monomer construction quality is good, globality is strong for prefabricated right-angled intersection protection；Square hole in right-angled intersection protective layer can improve the vegetation utilization rate of slope surface.
Description
Technical field
The utility model belongs to slope retaining field, more particularly to a kind of big height difference green edge slope supporting construction.
Background technology
Side slope is referred to ensure subgrade stability, the slope surface with certain slope made in roadbed both sides.Side slope is usual
Slope vegetation biological protection can be used, so that side slope all has for resisting the destruction of natural cause and improving highway environment
Apparent superiority.But existing side slope is unfavorable for the growth of vegetation, and vegetation is relatively low to the producing level of its slope surface；And for opening
The larger big height difference side slope of depth is dug, existing side slope occupation of land is larger, and stability is difficult to ensure that.
Utility model content
In order to solve above-mentioned technical problem, the utility model provides a kind of big height difference green edge slope supporting construction,
Mainly for developing a kind of side slope good integrity, stratum deformation is adaptable, can draining in time slope retaining structure, Neng Gouyou
Effect solves the problem of that the difficult stability of big height difference slope drainage is difficult to ensure that.
The technical solution adopted in the utility model is as follows：
Big height difference green edge slope supporting construction, including slope soil（1）, continuous impervious wall（2）, side slope surface（3）, coagulation
Native fender pier（4）, gutter（5）, armored concrete stub（6）, stake holes（7）, nutriment layer（8）, layer of sowing grass seeds by duster（9）, right-angled intersection prevents
Sheath（10）, the slope soil（1）With side slope surface（3）Between be equipped with continuous impervious wall（2）, continuous impervious wall（2）For
By slope soil（1）With side slope surface（3）Internal water segregation, adjacent two-stage side slope surface（3）Between set concrete fender pier
（4）, concrete fender pier（4）It is internally provided with gutter（5）, side slope surface（3）On be equipped with several stake holes（7）, stake holes（7）It is interior
Portion is inserted into armored concrete stub（6）, for fixed slope slope surface（3）, side slope surface（3）Nutriment layer is laid with above soil layer successively
（8）, layer of sowing grass seeds by duster（9）, right-angled intersection protective layer（10）.
Wherein, the right-angled intersection protective layer（10）Monomer is protected by several right-angled intersections（11）It is formed by connecting, cross
Intersect protection monomer（11）End upper groove is set respectively（11-1）And lower groove（11-2）, upper groove（11-1）Surface is set
Rubber layer（11-3）, right-angled intersection protection monomer（11）Centrally disposed stake holes（7）, stake holes（7）Inside setting armored concrete
Stub（6）, armored concrete stub（6）Pass through stake holes（7）Rest the bed of material（8）With layer of sowing grass seeds by duster（9）It is fixed on side slope surface（3）Soil
In layer.
Wherein, the upper groove（11-1）Monomer is protected with adjacent right-angled intersection（11）Lower groove（11-2）Overlap joint, under
Groove（11-2）Monomer is protected with adjacent right-angled intersection（11）Upper groove（11-1）Overlap joint.
Wherein, the side slope surface（3）It is divided into level-one side slope surface（3-1）, two level side slope surface（3-2）With three-level side slope
Slope surface（3-3）, side slope surface（3）Using multi level slope mode, angle of inclination is successively decreased successively from top to bottom.
Wherein, the same level-one side slope surface（3）Right-angled intersection protection monomer（11）On stake holes（7）And reinforced concrete
Native stub（6）Interval is staggered in arrangement, per two-stage side slope surface（3）On stake holes（7）With armored concrete stub（6）Vertical position
It is staggeredly arranged.
Wherein, every grade of side slope surface（3）The gradient control 1:2-1:Between 5, numerical value is classified by side slope soil layer
Grade determines.
Wherein, the concrete fender pier（4）Upper surface is provided with height difference, concrete fender pier（4）Far from cut-pff wall（2）Side
Higher than close to cut-pff wall（2）Side, the continuous impervious wall（2）Using modeling concrete for making.
Wherein, the gutter（5）With side slope surface（3）It is elongated.
Wherein, the stake holes（7）Axis and side slope surface（3）Angle between outer surface is 90 °.
Wherein, the nutriment layer（8）The fast-growth for being set as vegetation provide nutritional condition, and rest the bed of material
（8）It is arranged on upper soll layer and layer of sowing grass seeds by duster（9）Between, it is more advantageous to the fast-growth of vegetation seed, nutriment layer（8）Being will be fertile
Material, auxin, cement are mixed in a certain ratio uniformly, are applied and are spilt in side slope surface（3）Upper soll layer, the fertilizer is：Nitrogen：
Phosphorus：Potassium=15：15：15 or nitrogen：Phosphorus：Potassium=10：8：7 composite fertilizer and containing organic matter；The layer of sowing grass seeds by duster（9）It is set to nutriment layer
（8）Surface, layer of sowing grass seeds by duster（9）Nutriment layer is sprayed on by the hydraulic sprinkle machine liquid that will sow grass seeds by duster（8）Surface, liquid of sowing grass seeds by duster be by grass-seed and
The adhesive agent, wood-fibred, fertilizer, auxin, moisturizer and water of growth is promoted to be mixed in a certain ratio stirring, is formed uniformly mixed
Liquid is closed, then nutriment layer is uniformly sprayed on by hydraulic sprinkle machine（8）On surface.
Compared with prior art, the beneficial effects of the utility model are：Can timely draining, continuous impervious wall waterproof effect
Good, stratum deformation is adaptable, and prefabricated right-angled intersection protection monomer construction quality is good, globality is strong；Right-angled intersection protective layer
Interior square hole can improve the vegetation utilization rate of slope surface.
Description of the drawings
Fig. 1 is the sectional structure chart of the big height difference green edge slope supporting construction of the utility model.
Fig. 2 is the front view of the big height difference green edge slope supporting construction of the utility model.
Fig. 3 is the right-angled intersection protective layer structure figure of the big height difference green edge slope supporting construction of the utility model.
Fig. 4 is that the connection figure of monomer is protected in the right-angled intersection of the big height difference green edge slope supporting construction of the utility model.
Fig. 5 is that the structure chart of monomer is protected in the right-angled intersection of the big height difference green edge slope supporting construction of the utility model.
Fig. 6 is that the structure of monomer is protected in the right-angled intersection with stake holes of the big height difference green edge slope supporting construction of the utility model
Figure.
Fig. 7 is the overburden layer distribution map of the side slope surface of the big height difference green edge slope supporting construction of the utility model.
In figure, 1, slope soil；2nd, continuous impervious wall；3rd, side slope surface；3-1, level-one side slope surface；3-2, two level side slope
Slope surface；3-3, three-level side slope surface；4th, concrete fender pier；5th, gutter；6th, armored concrete stub；7th, stake holes；8th, nutriment layer；
9th, it sows grass seeds by duster layer；10th, right-angled intersection protective layer；11st, right-angled intersection protection monomer；11-1, upper groove；11-2, lower groove；11-3、
Rubber layer.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and examples.
Embodiment
As shown in Fig. 1-Fig. 7, the big height difference green edge slope supporting construction of the utility model, including slope soil 1, continuous antiseepage
Wall 2, side slope surface 3, concrete fender pier 4, gutter 5, armored concrete stub 6, stake holes 7, nutriment layer 8, layer 9 of sowing grass seeds by duster, cross
Intersect protective layer 10, right-angled intersection protection monomer 11, upper groove 11-1, lower groove 11-2, rubber layer 11-3, continuous impervious wall 2
By the water segregation inside side slope surface 3 and slope soil 1, side slope surface 3 uses multi level slope mode, and angle of inclination is passed successively
Subtract, be divided into level-one side slope surface 3-1, two level side slope surface 3-2 and three-level side slope surface 3-3, between adjacent two-stage side slope surface 3
Concrete fender pier 4 is set, concrete fender pier 4 is slightly higher close to slope surface side far from slope surface side ratio, is internally provided with gutter 5,
Gutter 5 and side slope are elongated, are laid with nutriment layer 8 above 3 soil layer of side slope surface successively, layer 9 of sowing grass seeds by duster, right-angled intersection protective layer 10,
Nutriment layer 8 is nearest apart from 3 soil layer of side slope surface.
As shown in Figure 1, the gradient of every grade of side slope surface 3 is controlled 1:2-1:Between 5, numerical value is by side slope soil layer classification etc.
Grade determines.Continuous impervious wall 2 is using modeling concrete for making.
As shown in Figures 2 and 3, with the stake holes 7 on level-one right-angled intersection protection monomer 11 and armored concrete stub 6 preferentially
Arranged for interval is staggeredly arranged per the stake holes 7 on two-stage side slope surface 3 and armored concrete stub 6.
As Figure 4-Figure 6, the right-angled intersection protective layer 10 is formed by connecting by right-angled intersection protection monomer 11, right-angled intersection
Protection 11 corresponding both side ends of monomer set upper groove 11-1 and lower groove 11-2, upper groove 11-1 surfaces setting rubber respectively
Layer 11-3, upper groove 11-1 and the lower groove 11-2 of adjacent right-angled intersection protection monomer 11 are overlapped, lower groove 11-2 and adjacent ten
Word intersects the upper groove 11-1 overlap joints of protection monomer 11, and right-angled intersection protection 11 centrally disposed stake holes 7 of monomer, armored concrete is short
Stake 6 rests the bed of material 8 by stake holes 7, layer 9 of sowing grass seeds by duster is fixed in 3 soil layer of side slope surface.
As shown in fig. 7, the fast-growth for being set as vegetation of the nutriment layer 8 provides nutritional condition, and by nutriment
Layer 8 is arranged on upper soll layer between layer 9 of sowing grass seeds by duster, and is more advantageous to the fast-growth of vegetation seed.Nutriment layer 8 is by fertilizer, life
Long element, cement are mixed in a certain ratio uniformly, to apply and spill in the upper soll layer of side slope surface 3.Wherein, fertilizer is：Nitrogen：Phosphorus：Potassium=
15：15:15 or nitrogen：Phosphorus：Potassium=10：8：7 composite fertilizer and containing organic matter.Layer 9 of sowing grass seeds by duster is set to 8 surface of nutriment layer, sows grass seeds by duster
Liquid is by grass-seed and the adhesive agent, wood-fibred, fertilizer, auxin, moisturizer and water of growth is promoted to be mixed in a certain ratio stir
It mixes, forms uniform mixed liquor, then be uniformly sprayed on 8 surface of nutriment layer by hydraulic sprinkle machine.The axis and Slope of stake holes 7
Angle between 3 outer surface of face is 90 °, and the layer 9 of sowing grass seeds by duster is sprayed on the surface of soil by hydraulic sprinkle machine.
Claims (10)
1. big height difference green edge slope supporting construction, it is characterised in that：Including slope soil（1）, continuous impervious wall（2）, Slope
Face（3）, concrete fender pier（4）, gutter（5）, armored concrete stub（6）, stake holes（7）, nutriment layer（8）, layer of sowing grass seeds by duster（9）,
Right-angled intersection protective layer（10）, the slope soil（1）With side slope surface（3）Between be equipped with continuous impervious wall（2）, continuous antiseepage
Wall（2）For by slope soil（1）With side slope surface（3）Internal water segregation, adjacent two-stage side slope surface（3）Between set it is mixed
Solidifying soil fender pier（4）, concrete fender pier（4）It is internally provided with gutter（5）, side slope surface（3）On be equipped with several stake holes（7）,
Stake holes（7）Armored concrete stub is inserted into inside（6）, for fixed slope slope surface（3）, side slope surface（3）Above soil layer successively
It is laid with nutriment layer（8）, layer of sowing grass seeds by duster（9）, right-angled intersection protective layer（10）.
2. big height difference green edge slope supporting construction according to claim 1, it is characterised in that：The right-angled intersection protective layer
（10）Monomer is protected by several right-angled intersections（11）It is formed by connecting, right-angled intersection protection monomer（11）End set respectively
Groove（11-1）And lower groove（11-2）, upper groove（11-1）Surface sets rubber layer（11-3）, right-angled intersection protection monomer
（11）Centrally disposed stake holes（7）, stake holes（7）Inside setting armored concrete stub（6）, armored concrete stub（6）Pass through
Stake holes（7）Rest the bed of material（8）With layer of sowing grass seeds by duster（9）It is fixed on side slope surface（3）In soil layer.
3. big height difference green edge slope supporting construction according to claim 2, it is characterised in that：The upper groove（11-1）With
Monomer is protected in adjacent right-angled intersection（11）Lower groove（11-2）Overlap joint, lower groove（11-2）Monomer is protected with adjacent right-angled intersection
（11）Upper groove（11-1）Overlap joint.
4. big height difference green edge slope supporting construction according to claim 1, it is characterised in that：The side slope surface（3）Point
For level-one side slope surface（3-1）, two level side slope surface（3-2）With three-level side slope surface（3-3）, side slope surface（3）Using multistage
Slope mode, angle of inclination are successively decreased successively from top to bottom.
5. big height difference green edge slope supporting construction according to claim 4, it is characterised in that：The same level-one side slope surface
（3）Right-angled intersection protection monomer（11）On stake holes（7）With armored concrete stub（6）Interval is staggered in arrangement, per two-stage side
Slope slope surface（3）On stake holes（7）With armored concrete stub（6）Vertical position is staggeredly arranged.
6. big height difference green edge slope supporting construction according to claim 4, it is characterised in that：Every grade of side slope surface
（3）The gradient control 1:2-1:Between 5, numerical value is determined by side slope soil layer classification grade.
7. big height difference green edge slope supporting construction according to claim 1, it is characterised in that：The concrete fender pier（4）
Upper surface is provided with height difference, concrete fender pier（4）Far from cut-pff wall（2）Side is higher than close to cut-pff wall（2）Side, it is described continuous
Cut-pff wall（2）Using modeling concrete for making.
8. big height difference green edge slope supporting construction according to claim 1, it is characterised in that：The gutter（5）With side
Slope slope surface（3）It is elongated.
9. big height difference green edge slope supporting construction according to claim 1, it is characterised in that：The stake holes（7）Axis
With side slope surface（3）Angle between outer surface is 90 °.
10. big height difference green edge slope supporting construction according to claim 1, it is characterised in that：The nutriment layer（8）Set
The fast-growth for being set to vegetation provides nutritional condition, and rest the bed of material（8）It is arranged on upper soll layer and layer of sowing grass seeds by duster（9）It
Between, it is more advantageous to the fast-growth of vegetation seed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721169200.5U CN207597404U (en) | 2017-09-13 | 2017-09-13 | Big height difference green edge slope supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721169200.5U CN207597404U (en) | 2017-09-13 | 2017-09-13 | Big height difference green edge slope supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207597404U true CN207597404U (en) | 2018-07-10 |
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ID=62752453
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721169200.5U Expired - Fee Related CN207597404U (en) | 2017-09-13 | 2017-09-13 | Big height difference green edge slope supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207597404U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107435337A (en) * | 2017-09-13 | 2017-12-05 | 沈阳建筑大学 | Big discrepancy in elevation green edge slope supporting construction |
| CN109555136A (en) * | 2018-11-09 | 2019-04-02 | 湖南铁路科技职业技术学院 | A kind of pre-buried pipeline of railway slope draining |
-
2017
- 2017-09-13 CN CN201721169200.5U patent/CN207597404U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107435337A (en) * | 2017-09-13 | 2017-12-05 | 沈阳建筑大学 | Big discrepancy in elevation green edge slope supporting construction |
| CN109555136A (en) * | 2018-11-09 | 2019-04-02 | 湖南铁路科技职业技术学院 | A kind of pre-buried pipeline of railway slope draining |
| CN109555136B (en) * | 2018-11-09 | 2020-08-28 | 湖南铁路科技职业技术学院 | Railway side slope drainage embedded pipeline |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200409 Address after: 334000 Fenghuang mountain, Yushan County, Shangrao City, Jiangxi Province Patentee after: Nuclear industry east China 268 basic engineering Co. Address before: Hunnan Hunnan Road Shenyang city Liaoning province 110168 No. 9 Patentee before: SHENYANG JIANZHU University |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180710 Termination date: 20210913 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |