CN216973446U - Geotechnical engineering side slope reinforcing apparatus - Google Patents
Geotechnical engineering side slope reinforcing apparatus Download PDFInfo
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- CN216973446U CN216973446U CN202220465592.4U CN202220465592U CN216973446U CN 216973446 U CN216973446 U CN 216973446U CN 202220465592 U CN202220465592 U CN 202220465592U CN 216973446 U CN216973446 U CN 216973446U
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Abstract
The utility model relates to the technical field of geotechnical engineering, in particular to a geotechnical engineering side slope reinforcing device which comprises a slope body, wherein a weak water permeability filler layer is arranged on one side of the slope body. The utility model has the advantages that: the combination of the weak permeability packing layer, the slope body and the concrete pouring layer system is combined by utilizing the net bag, the clamping plate and the anchor rod structure, the integrity is improved, the soil loss is further prevented by utilizing the net bag on the surface of the weak permeability packing layer, the slope body landslide is prevented, and meanwhile, the clamping plate structure is matched with the anchor rod to serve as a framework of the net bag, the strength of the net bag structure is improved, so that the landslide prevention performance of the slope body is stronger; the weak permeability packing layer is a gravel sandy silt layer, is not easy to permeate water, is not easy to cause the loss of soil of a slope body, is economic, is thinner in the concrete pouring layer with higher cost, ensures that the side slope is not easy to slide, ensures that the reinforcing device also ensures that the cost of the reinforcing device is lower, and is economical and easy to construct.
Description
Technical Field
The utility model relates to the technical field of geotechnical engineering, in particular to a geotechnical engineering side slope reinforcing device.
Background
Geotechnical engineering is to solve rock mass and soil engineering problems including foundation and foundation, slope, underground engineering and other problems, and is used as a research object of the geotechnical engineering. In geotechnical engineering in the fields of road, water conservancy, building construction and the like, a protection mode of taking a slope, retaining or combining the slope and the retaining is usually adopted for a common soil slope so as to ensure the stability of the slope. Current slope reinforcing apparatus mostly is the stock and arranges the structure of inserting, and the ability of coping side slope gliding and ground loss is limited.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the defects in the prior art and provides a geotechnical engineering slope reinforcement device.
The purpose of the utility model is realized by the following technical scheme: a geotechnical engineering slope reinforcement device comprises a slope body, wherein a weak water permeability packing layer is arranged on one side of the slope body, a net bag is laid on the surface of the weak water permeability packing layer, a transversely arranged clamping plate is fixedly connected to the net bag, and anchor rods are inserted into the slope body and the weak water permeability packing layer;
the anchor rod is clamped between the two clamping plates, a concrete pouring layer is fixedly connected to one side of the slope body, a plurality of greening grids are arranged on the concrete pouring layer, a plurality of open ditches are formed in the concrete pouring layer, and the end portion of the anchor rod is exposed out of the concrete pouring layer.
Optionally, the weak water permeability packing layer is located between the slope body and the concrete pouring layer, and the thickness of the weak water permeability packing layer is smaller than that of the slope body.
Optionally, the weak water permeability packing layer is a gravel sandy silt layer.
Optionally, the string bag is located between concrete placement layer and the weak permeability packing layer, the string bag is the polyethylene material.
Optionally, the material of splint is wood, the interval of splint and the diameter looks adaptation of stock.
Optionally, the stock has run through weak permeability packing layer, string bag and concrete placement layer, utilizes string bag, splint and stock structure to be in the same place the combination of weak permeability packing layer, the slope body and concrete placement layer system, improves an organic whole nature, utilizes the string bag pocket on the surface of weak permeability packing layer, further prevents soil property loss, prevents slope body landslide, simultaneously, utilizes the skeleton of splint structure cooperation stock as the string bag, improves the intensity of string bag structure to the landslide prevention performance of this slope body is stronger.
Optionally, the open ditches are vertically arranged and located between the greening grids for draining water on the surface of the concrete pouring layer to the roadside ditch, and the greening grids are arranged for planting plants to ensure a greening effect.
The utility model has the following advantages:
1. this geotechnical engineering side slope reinforcing apparatus, this geotechnical engineering's side slope, the limit department at the slope body has set up the weak permeability packing layer, specifically be gravel sandy silty layer, it is difficult for permeating water, be difficult for causing the loss of slope body soil property, and comparatively economy, simultaneously, utilize the string bag, splint and stock structure to be in the same place the weak permeability packing layer, the combination of slope body and concrete placement layer system, improve the wholeness, utilize the surface of string bag pocket at the weak permeability packing layer, further prevent soil property loss, prevent slope body landslide, and simultaneously, utilize the skeleton of splint structure cooperation stock as the string bag, improve the intensity of string bag structure, thereby the landslide prevention performance of this slope body is stronger.
2. This geotechnical engineering side slope reinforcing apparatus, this side slope reinforcing apparatus specifically comprises weak permeability packing layer, string bag, splint, stock and concrete placement layer, and weak permeability packing layer specifically is gravel sandy silty, is difficult for permeating water, is difficult for causing the loss of slope body soil property to comparatively economy forms the thinner of this higher concrete placement layer setting, when guaranteeing the difficult landslide of side slope, this reinforcing apparatus has also guaranteed that the cost of self is lower, and the construction is got up comparatively economic and easy going.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic cross-sectional structure of the present invention.
In the figure: 1-slope body, 2-weak water permeability filler layer, 3-string bag, 4-splint, 5-anchor rod, 6-concrete pouring layer, 7-greening grid and 8-open ditch.
Detailed Description
The utility model will be further described with reference to the accompanying drawings, but the scope of the utility model is not limited to the following.
As shown in fig. 1-2, a geotechnical engineering slope reinforcement device comprises a slope body 1, wherein one side of the slope body 1 is provided with a weak water permeability packing layer 2, the surface of the weak water permeability packing layer 2 is paved with a net bag 3, the net bag 3 is fixedly connected with a transversely arranged clamping plate 4, and anchor rods 5 are inserted on the slope body 1 and the weak water permeability packing layer 2;
As a preferred technical scheme of the utility model: the weak permeability packing layer 2 is positioned between the slope body 1 and the concrete pouring layer 6, the thickness of the weak permeability packing layer 2 is smaller than that of the slope body 1, the weak permeability packing layer 2 is particularly gravel sandy silt layer, the net bag 3 is positioned between the concrete pouring layer 6 and the weak permeability packing layer 2, the net bag 3 is made of polyethylene, the clamp plates 4 are made of wood, the distance between the clamp plates 4 is matched with the diameter of the anchor rod 5, the anchor rod 5 penetrates through the weak permeability packing layer 2, the net bag 3 and the concrete pouring layer 6, the weak permeability packing layer 2, the slope body 1 and the concrete pouring layer 6 are combined together by utilizing the structures of the net bag 3, the clamp plates 4 and the anchor rod 5, the integrity is improved, the net bag 3 is utilized on the surface of the weak permeability packing layer 2 to further prevent soil loss and prevent the slope body 1 from sliding, meanwhile, the clamp plates 4 are utilized to be matched with the anchor rod 5 to be used as a framework of the net bag 3, the strength of the net bag 3 structure is improved, so that the slope body 1 has stronger anti-skid performance;
the open ditches 8 are vertically arranged and positioned between the greening grids 7, and are used for draining water on the surface of the concrete pouring layer 6 to roadside ditches.
The working process of the utility model is as follows:
s1, arranging a weak water permeability packing layer 2, specifically a gravel sand silty soil layer, on one side of the slope 1, and inserting an anchor rod 5 to penetrate through the weak water permeability packing layer 2 and insert the slope 1;
and S2, covering and fixing the upper net bag 3 on the surface of the weak water permeability packing layer 2, clamping the anchor rod 4 by the clamping plate 4 fixed on the net bag 3, arranging a concrete pouring layer 6 on one side of the slope body 1, exposing the anchor rod 5 out of the concrete pouring layer 6, and simultaneously forming the open ditches 8 and the greening grids.
To sum up, when the geotechnical engineering slope reinforcing device is used, the weak water permeability packing layer 2, specifically gravel sandy silt layer, is not easy to permeate water, is not easy to cause soil loss of the slope body 1, and is economical, meanwhile, the weak water permeability packing layer 2, the slope body 1 and the concrete pouring layer 6 are combined together by utilizing the net bag 3, the clamping plate 4 and the anchor rod 5 structure, so that the integrity is improved, the net bag 3 is arranged on the surface of the weak water permeability packing layer 2 to further prevent soil loss and prevent the slope body 1 from sliding, meanwhile, the clamping plate 4 structure is utilized to be matched with the anchor rod 5 to be used as a framework of the net bag 3, so that the strength of the net bag 3 structure is improved, and the slope body 1 has stronger slope slip resistance; this side slope reinforcing apparatus specifically comprises weak permeability packing layer 2, string bag 3, splint 4, stock 5 and concrete placement layer 6, and weak permeability packing layer 2 specifically is gravel sandy silty, is difficult for permeating water, is difficult for causing the loss of 1 soil property of slope body to comparatively economy forms the thinner of this higher concrete placement layer 6 setting, when guaranteeing the difficult landslide of side slope, this reinforcing apparatus has also guaranteed that the cost of self is lower, and it is comparatively economical and easy to be under construction.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a geotechnical engineering side slope reinforcing apparatus which characterized in that: the water-permeable slope comprises a slope body (1), wherein a weak water-permeable packing layer (2) is arranged on one side of the slope body (1), a net bag (3) is laid on the surface of the weak water-permeable packing layer (2), a transversely arranged clamping plate (4) is fixedly connected to the net bag (3), and an anchor rod (5) is inserted into the slope body (1) and the weak water-permeable packing layer (2); the anchor rod (5) is clamped between the two clamping plates (4), a concrete pouring layer (6) is fixedly connected to one side of the slope body (1), a plurality of greening grids (7) are arranged on the concrete pouring layer (6), a plurality of open ditches (8) are formed in the concrete pouring layer (6), and the concrete pouring layer (6) is exposed out of the end portion of the anchor rod (5).
2. The geotechnical engineering slope reinforcement device according to claim 1, characterized in that: the weak water permeability packing layer (2) is positioned between the slope body (1) and the concrete pouring layer (6), and the thickness of the weak water permeability packing layer (2) is smaller than that of the slope body (1).
3. The geotechnical engineering slope reinforcement device according to claim 1, characterized in that: the weak water permeability packing layer (2) is a gravel sandy silt layer.
4. The geotechnical engineering slope reinforcement device according to claim 1, characterized in that: the net bag (3) is located between the concrete pouring layer (6) and the weak water permeability packing layer (2), and the net bag (3) is made of polyethylene.
5. The geotechnical engineering slope reinforcement device according to claim 1, characterized in that: the material of splint (4) is wood, the interval of splint (4) and the diameter looks adaptation of stock (5).
6. The geotechnical engineering slope reinforcement device according to claim 1, characterized in that: the anchor rod (5) penetrates through the weak water permeability packing layer (2), the net bag (3) and the concrete pouring layer (6).
7. The geotechnical engineering slope reinforcement device according to claim 1, characterized in that: the open trench (8) is vertically arranged and positioned between the greening grids (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220465592.4U CN216973446U (en) | 2022-03-05 | 2022-03-05 | Geotechnical engineering side slope reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220465592.4U CN216973446U (en) | 2022-03-05 | 2022-03-05 | Geotechnical engineering side slope reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216973446U true CN216973446U (en) | 2022-07-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220465592.4U Active CN216973446U (en) | 2022-03-05 | 2022-03-05 | Geotechnical engineering side slope reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216973446U (en) |
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2022
- 2022-03-05 CN CN202220465592.4U patent/CN216973446U/en active Active
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