CN219862872U - Anchor rod vegetation concrete supporting construction structure - Google Patents
Anchor rod vegetation concrete supporting construction structure Download PDFInfo
- Publication number
- CN219862872U CN219862872U CN202321067325.2U CN202321067325U CN219862872U CN 219862872 U CN219862872 U CN 219862872U CN 202321067325 U CN202321067325 U CN 202321067325U CN 219862872 U CN219862872 U CN 219862872U
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- CN
- China
- Prior art keywords
- side slope
- construction structure
- anchor
- rib
- vegetation concrete
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- 239000004567 concrete Substances 0.000 title claims abstract description 22
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 239000011241 protective layer Substances 0.000 claims abstract description 15
- 239000011435 rock Substances 0.000 claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 14
- 238000007599 discharging Methods 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 3
- 239000010410 layer Substances 0.000 abstract description 9
- 229910000831 Steel Inorganic materials 0.000 abstract description 5
- 239000010959 steel Substances 0.000 abstract description 5
- 239000004576 sand Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses an anchor rod vegetation concrete supporting construction structure, which comprises the following steps: is a step-shaped and inclined side slope body; rib columns which are inclined on the side slope body; the anchor rod is used for tying rib columns in the side slope; the crown beam is positioned at the top of the rib column and is level with the side slope step; and the protective layer is arranged outside the rib post. When the falling rocks roll down to hammer the rib column on the inclined side slope body, the rib column is protected by the protective layer formed by double-layer steel bars and concrete curing, so that the problem that the exposed rib column is directly hammered to damage the supporting strength when the falling rocks roll down is solved.
Description
Technical Field
The utility model relates to an anchor rod vegetation concrete support construction structure, and belongs to the technical field of support construction.
Background
In the side slope support, an upright protection structure can be adopted for the firm geology of the rock and soil with more strata, and a slope with inclined slope is adopted for protection for the weak geology of the rock and soil with more strata.
In the existing side slope support, most of the side slope support adopts rib columns and the like to form an upright protection structure, for example, an anchor rod and anchor rope combined support rib plate type retaining wall structure with a Chinese patent publication number of CN211571780U, and the technology is as follows: adopting a reinforced concrete prefabricated crown beam, and digging a rectangular column foundation downwards after cleaning broken rock on the surface layer by a sand cushion layer, and installing the rectangular column foundation on the sand cushion layer after the rib column is manufactured; because the rib column faces outwards on the sand cushion, the construction is directly carried out on an inclined slope for protection, and when falling rocks roll off on the slope, the exposed rib column can be directly hammered to damage the supporting strength.
Disclosure of Invention
In order to solve the technical problems, the utility model provides an anchor rod vegetation concrete supporting construction structure.
The utility model is realized by the following technical scheme.
The utility model provides an anchor rod vegetation concrete supporting construction structure, which comprises the following components:
is a step-shaped and inclined side slope body;
rib columns which are inclined on the side slope body;
the anchor rod is used for tying rib columns in the side slope;
the crown beam is positioned at the top of the rib column and is level with the side slope step;
and the protective layer is arranged outside the rib post.
The slope body inclination ratio is 1:1 or 1:1.25.
The bottom of the crown beam is pressed on the top anchor rod.
And a platform flower pond is constructed on the crown beam.
The platform flower pond is provided with vegetation for relieving impact of falling rocks, rolling down and hammering the crown beam and the protective layer below.
And a water intercepting ditch for intercepting rainwater and fine sundries on the slope surface of the upper layer of the side slope body is arranged at the step part of the side slope body at the inner side of the platform flower pond.
And water seepage holes for discharging water seepage are arranged in the protective layer.
The water seepage holes are formed by an embedded pipe body.
The utility model has the beneficial effects that: when the falling rocks roll down to hammer the rib column on the inclined side slope body, the rib column is protected by the protective layer formed by double-layer steel bars and concrete curing, so that the problem that the exposed rib column is directly hammered to damage the supporting strength when the falling rocks roll down is solved.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
in the figure: 1-a side slope body; 2-rib columns; 3-anchor rods; 4-crown beam; 5-protecting layer; 6-intercepting ditches; 51-water seepage holes; 41-a platform flower pool; 42-vegetation.
Detailed Description
The technical solution of the present utility model is further described below, but the scope of the claimed utility model is not limited to the above.
As shown in fig. 1.
The utility model relates to an anchor rod vegetation concrete supporting construction structure, which comprises the following steps:
slope 1 excavated in ground rock and soil layer through engineering machinery, slope 1 is step-shaped, slope 1 slope ratio is 1:1 or 1:1.25;
the rib column 2 which is obliquely constructed on the side slope body 1 is formed by steel bars and C25 concrete, and the rib column 2 is tied by the anchor rod 3 which is constructed in the side slope;
and the crown beam 4 formed by steel bars and C25 concrete is positioned at the top of the rib post 2 and is level with the step of the side slope body 1, and the bottom of the crown beam 4 is pressed on the top anchor rod 3.
The outside of the rib post 2 is sprayed with a protective layer 5 formed by curing C25 concrete, and the protective layer 5 is formed by paving double-layer reinforcing steel bars and then spraying C25 concrete for curing.
The protective layer 5 is arranged on the outer side of the rib column 2 and parallel to the inclined side slope body 1, when the falling rocks roll down and hammer the rib column 2 on the inclined side slope body 1, the protective layer 5 formed by double-layer reinforced steel bars and concrete solidification is obtained for protecting the rib column 2, so that the problem that the exposed rib column is directly hammered when the falling rocks roll down to damage the supporting strength is solved.
The crown beam 4 is provided with the platform flower bed 41 by construction, the platform flower bed 41 is planted with the vegetation 42, the vegetation 42 can relieve the impact of falling rocks rolling down to the crown beam 4 and the protective layer 5 below, and the greening of the support can be improved.
And a water interception ditch 6 is constructed and installed at the step position of the side slope body 1 positioned at the inner side of the platform flower pond 41, and the water interception ditch 6 intercepts rainwater and tiny sundries on the upper slope surface of the side slope body 1, so that the lower slope surface of the side slope body 1 is prevented from being washed.
The protective layer 5 is internally provided with a water seepage hole 51 for discharging water seepage, and the water seepage hole 51 is formed by an embedded pipe body.
Claims (8)
1. The utility model provides a stock vegetation concrete support construction structure which characterized in that includes:
a side slope body (1) which is step-shaped and inclined;
the rib column (2), the rib column (2) is inclined on the side slope body (1);
the anchor rod (3), the anchor rod (3) tie the rib post (2) in the side slope;
the crown beam (4), the crown beam (4) is positioned at the top of the rib column (2) and is level with the step of the side slope body (1);
and the protective layer (5) is arranged outside the rib post (2).
2. The anchor vegetation concrete support construction structure of claim 1, wherein: the inclination ratio of the side slope body (1) is 1:1 or 1:1.25.
3. The anchor vegetation concrete support construction structure of claim 1, wherein: the bottom of the crown beam (4) is pressed on the top anchor rod (3).
4. The anchor vegetation concrete support construction structure of claim 1, wherein: the crown beam (4) is provided with a platform flower pool (41) through construction.
5. The anchor vegetation concrete support construction structure of claim 4, wherein: the platform flower bed (41) is provided with vegetation (42) for relieving the impact of falling rocks, rolling down and hammering the crown beam (4) and the protective layer (5) below.
6. The anchor vegetation concrete support construction structure of claim 1, wherein: the step of the side slope body (1) positioned at the inner side of the platform flower pond (41) is provided with a water intercepting ditch (6) for intercepting rainwater and tiny sundries on the upper slope surface of the side slope body (1).
7. The anchor vegetation concrete support construction structure of claim 1, wherein: and water seepage holes (51) for discharging water seepage are arranged in the protective layer (5).
8. The anchor vegetation concrete support construction structure of claim 7, wherein: the water seepage holes (51) are formed by an embedded pipe body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321067325.2U CN219862872U (en) | 2023-05-06 | 2023-05-06 | Anchor rod vegetation concrete supporting construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321067325.2U CN219862872U (en) | 2023-05-06 | 2023-05-06 | Anchor rod vegetation concrete supporting construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219862872U true CN219862872U (en) | 2023-10-20 |
Family
ID=88337899
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321067325.2U Active CN219862872U (en) | 2023-05-06 | 2023-05-06 | Anchor rod vegetation concrete supporting construction structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219862872U (en) |
-
2023
- 2023-05-06 CN CN202321067325.2U patent/CN219862872U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |