CN212896397U - Consolidate ecological bank protection - Google Patents
Consolidate ecological bank protection Download PDFInfo
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- CN212896397U CN212896397U CN202021370446.0U CN202021370446U CN212896397U CN 212896397 U CN212896397 U CN 212896397U CN 202021370446 U CN202021370446 U CN 202021370446U CN 212896397 U CN212896397 U CN 212896397U
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Abstract
The utility model relates to a reinforced ecological slope protection, which comprises a slope body, a macadam filling layer laid on the slope body, a geogrid laid on the macadam filling layer, a concrete layer poured on the geogrid and a reinforced anchor rod penetrating into the slope body; the reinforcement anchor rod runs through concrete layer and fixed with concrete layer, the reinforcement anchor rod slope sets up, just the reinforcement anchor rod penetrates one end in the slope is less than the reinforcement anchor rod and wears out concrete layer's one end. The utility model discloses have the effect of consolidating the slope body, prevent that the slope body from damaging when heavy rainfall weather appears.
Description
Technical Field
The utility model belongs to the technical field of garden engineering's technique and specifically relates to a consolidate ecological bank protection.
Background
The revetment refers to various paving and planting structures on a slope surface in order to prevent the slope from being washed. The slope protection structure of current only is connected fixedly with the domatic of side slope usually, and joint strength is not enough, if the side slope suffers rainwater scouring for a long time, causes the slip between slope protection structure and the side slope easily and breaks away from even to cause the damage to the bank protection. For example, the chinese utility model patent with publication number CN204676566U discloses a concrete block slope protection structure, which comprises a dam body base layer, geotextile, a coarse sand layer, a sifted egg gravel layer, a gravel leveling layer and blocks; the geotextile is flatly laid on the upper side of the dam body base layer, and the lower surface of the geotextile is tightly connected with the upper surface of the dam body base layer; the two sides of the coarse sand layer are respectively provided with a geotextile and a sifted egg gravel layer, and are tightly connected with the upper surface of the geotextile and the lower surface of the sifted egg gravel layer; the gravel leveling layer is arranged between the building block and the sieved residual egg gravel layer and is tightly connected with the lower surface of the building block and the upper surface of the sieved residual egg gravel layer. The structure is simple, and the construction is convenient.
However, the above prior art solutions have the following drawbacks: this slope protection structure only lays with the slope body by geotechnological cloth, coarse sand layer etc. and forms, and joint strength is not enough, causes slope protection structure's damage easily when heavy rainfall weather appears.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, one of the purposes of the utility model is to provide a consolidate ecological bank protection, it has the effect of consolidating the slope body, prevents that the slope body from damaging when heavy rainfall weather appears.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
a reinforced ecological slope protection comprises a slope body, a broken stone filling layer paved on the slope body, a geogrid paved on the broken stone filling layer, a concrete layer poured on the geogrid and a reinforced anchor rod penetrating into the slope body; the reinforcement anchor rod runs through concrete layer and fixed with concrete layer, the reinforcement anchor rod slope sets up, just the reinforcement anchor rod penetrates one end in the slope is less than the reinforcement anchor rod and wears out concrete layer's one end.
Through adopting above-mentioned technical scheme, it is fixed with concrete layer to consolidate the stock and run through the concrete layer of laying on the slope body, and consolidates the stock and penetrate in the slope body to having strengthened being connected between concrete layer and the slope body surface, having the effect of hindering along the domatic sliding of slope body to concrete layer, thereby effectively prevented the damage of heavy rainfall weather to the slope body structure.
The present invention may be further configured in a preferred embodiment as: and a waterproof layer formed by pouring fine stone concrete is arranged on the surface of the concrete layer far away from the geogrid, and the reinforcing anchor rod penetrates through the waterproof layer and is fixed with the waterproof layer.
Through adopting above-mentioned technical scheme, the waterproof layer is formed by the pouring of pea gravel concrete, and pea gravel concrete has the compactedness for ordinary concrete, is favorable to preventing that the rainwater on the waterproof layer from permeating to in the concrete layer to be favorable to preventing that the rainwater from contacting the slope body and influencing the joint strength between concrete layer and the slope body.
The present invention may be further configured in a preferred embodiment as: the slope surface of the slope body is provided with a pouring hole, the reinforcing anchor rod penetrates into the pouring hole, and the pouring hole is filled with high-strength concrete.
Through adopting above-mentioned technical scheme, it has high strength concrete to pour downthehole packing to strengthen being connected between reinforcement stock and the slope body, further strengthened the slope body.
The present invention may be further configured in a preferred embodiment as: the reinforced anchor rod is fixed with barbs, and the barbs are arranged in the pouring holes and fixed with the high-strength concrete.
Through adopting above-mentioned technical scheme, be equipped with the barb on the reinforcement stock, be favorable to preventing to consolidate the stock and break away from the slope body, strengthened the joint strength between reinforcement stock and the slope body.
The present invention may be further configured in a preferred embodiment as: and a planting frame is arranged on one side of the waterproof layer, which is far away from the concrete layer, greening plants are planted on the planting frame, and the planting frame is detachably connected with the end part of the reinforcing anchor rod, which penetrates out of the waterproof layer.
By adopting the technical scheme, the planting frame is arranged on the slope body, and the planting frame is planted with the greening plants, so that the ecological environment of the slope body is improved.
The present invention may be further configured in a preferred embodiment as: the planting frame is fixedly provided with a mounting ring, the mounting ring is sleeved on the end part of the reinforcing anchor rod penetrating out of the waterproof layer, and a mounting cap in threaded fit with the reinforcing anchor rod is sleeved on the end part of the reinforcing anchor rod penetrating out of the waterproof layer.
Through adopting above-mentioned technical scheme, when the installation frame of planting, constructor will plant the installation ring cover on the frame and locate on the tip that the reinforcing stock wore out the waterproof layer, then constructor sheathes the reinforcing stock with the installation cap and screws to make installation cap and collar support tightly, thereby make the frame of planting be fixed in on the waterproof layer surface, simple to operate.
The present invention may be further configured in a preferred embodiment as: the concrete layer is connected and fixed with the bottom surface of the pressing stone and the upper surface of the foundation stone respectively.
Through adopting above-mentioned technical scheme, the setting of pressing the stone is favorable to preventing that the rainwater at slope body top from directly scouring away the concrete layer to play the effect of protection concrete layer, and the setting of base stone makes the concrete layer receive the supporting role of base stone, has further consolidated concrete layer.
To sum up, the utility model discloses a following at least one useful technological effect:
the reinforced anchor rod enhances the connection between the concrete layer and the surface of the slope body, and has a blocking effect on the sliding of the concrete layer along the slope surface of the slope body, so that the damage of heavy rainfall weather to the structure of the slope body is effectively prevented;
the waterproof layer is formed by pouring fine stone concrete, so that rainwater on the waterproof layer can be prevented from permeating into the concrete layer, and the influence of the rainwater on the connection strength between the concrete layer and a slope body due to the contact of the rainwater with the slope body can be prevented;
the slope body is provided with the planting frame, and the planting frame is planted with the greening plants, which is beneficial to improving the ecology of the environment where the slope body is located.
Drawings
Fig. 1 is a schematic structural diagram of the embodiment.
Reference numerals: 1. a slope body; 11. pouring holes; 2. a gravel packing layer; 3. a geogrid; 4. a concrete layer; 5. a waterproof layer; 6. pressing the stone; 7. a base stone; 8. reinforcing the anchor rod; 81. a barb; 82. installing a cap; 9. planting frames; 91. a mounting ring; 92. and (5) planting the plates.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses a consolidate ecological bank protection, including the slope body 1, rubble filling layer 2, geogrid 3, concrete layer 4, waterproof layer 5, pressure stone 6, bed stone 7, consolidate stock 8 and plant the frame 9. The slope body 1 is formed by piling up soil, and the included angle between the slope surface and the horizontal plane is 30 degrees. The gravel filling layer 2 is formed by paving gravel on the slope surface of the slope body 1, and the gravel filling layer 2 is arranged in parallel with the slope surface of the slope body 1. The geogrid 3 is the existing geotechnical material, and is laid on the gravel filling layer 2 and is attached to the surface, far away from the slope body 1, of the gravel filling layer 2. The concrete layer 4 is formed by pouring common concrete on the surface of the geogrid 3 far away from the broken stone filling layer 2, and the concrete in the concrete layer 4 permeates into the broken stones in the broken stone filling layer 2 through the grid holes of the geogrid 3, so that the concrete layer 4, the geogrid 3 and the broken stone concrete layer 4 are mutually bonded and fixed. The waterproof layer 5 is formed by pouring fine aggregate concrete on the surface of the concrete layer 4 far away from the slope body 1, and the fine aggregate concrete has compactness and is favorable for preventing external rainwater from permeating into the concrete layer 4. The pressing stones 6 are rectangular blocks, are arranged at the top of the slope body 1 and are fixed with the slope body 1 through concrete pouring, and in addition, the tops of the concrete layers 4 and the tops of the waterproof layers 5 are fixed with the bottom surfaces of the pressing stones 6 through pouring. The foundation stone 7 is arranged on the slope bottom, the foundation stone 7 is rectangular block-shaped, the bottom surface of the foundation stone 7 is fixed with the ground through concrete pouring, and the bottom of the concrete layer 4 and the bottom of the waterproof layer 5 are fixed with the upper surface of the foundation stone 7 through concrete pouring.
Referring to fig. 1, a pouring hole 11 is formed in the slope surface of a slope body 1, an opening of the pouring hole 11 is circular, an axis of the pouring hole 11 is perpendicular to the slope surface of the slope body 1, the pouring hole 11 is provided with a plurality of positions, and the pouring holes 11 are uniformly distributed on the slope surface of the slope body 1. Consolidate stock 8 and be circular shape rod-like structure for the cross-section, make by the steel, consolidate stock 8 one end and penetrate pour hole 11 and penetrate slope body 1 in, consolidate the stock 8 other end and run through rubble filling layer 2, geogrid 3, concrete layer 4 and waterproof layer 5 in proper order, and consolidate stock 8 and concrete layer 4 and waterproof layer 5 and pour fixedly to the hindrance of the sliding action between concrete layer 4 and the slope body 1 has been increased, has consolidated slope body 1 structure. Be equipped with barb 81 on consolidating the stock 8, barb 81 is cylindrical, and barb 81 sets up in pouring hole 11, and barb 81 one end is fixed with the face of cylinder of consolidating the stock 8, and the other end is towards the opening of pouring hole 11. Barbs 81 are arranged in a plurality of numbers, and a plurality of barbs 81 are uniformly distributed on the surface of the part, located in the pouring hole 11, of the cylindrical surface of the reinforced anchor rod 8. High-strength concrete is poured in the pouring hole 11, the high-strength concrete is concrete with the strength grade of C100, the pouring hole 11 is filled with the high-strength concrete, and when the high-strength concrete is solidified, the reinforcing anchor rod 8 is fixed with the slope body 1. The planting frame 9 is rectangular plate-shaped and is attached to the waterproof layer 5, a mounting ring 91 is fixed on the upper side of the planting frame 9, the mounting ring 91 is annular, and the mounting ring 91 is sleeved on the end portion of the reinforcing anchor rod 8 penetrating out of the waterproof layer 5. The end of the reinforcing anchor rod 8 penetrating through the waterproof layer 5 is sleeved with a mounting cap 82, the mounting cap 82 is in a circular cover shape and is in threaded fit with the cylindrical surface of the reinforcing anchor rod 8, and when the mounting cap 82 is screwed, the mounting cap 82 is tightly abutted against the mounting ring 91, so that the planting frame 9 is fixed on one side of the waterproof layer 5. The planting frame 9 is also provided with a planting plate 92, the planting plate 92 is obliquely arranged, the lower side edge of the planting plate 92 is fixed with the surface of the planting plate 92 far away from the waterproof layer 5, a triangular planting groove is formed between the planting plate 92 and the planting frame 9, soil is arranged in the planting groove, and a green plant is planted in the planting groove.
The implementation principle of the embodiment is as follows: the reinforced anchor rod 8 penetrates through the concrete layer 4 laid on the slope body 1 and is fixed with the concrete layer 4, and the reinforced anchor rod 8 penetrates into the slope body 1 and is fixed with the slope body 1, so that the connection between the concrete layer 4 and the surface of the slope body 1 is enhanced, the effect of blocking the concrete layer 4 along the slope body 1 in a slope sliding mode is achieved, and the damage of heavy rainfall weather to the slope body 1 structure is effectively prevented.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (7)
1. The utility model provides a consolidate ecological bank protection which characterized in that: the slope comprises a slope body (1), a broken stone filling layer (2) paved on the slope body (1), a geogrid (3) paved on the broken stone filling layer (2), a concrete layer (4) poured on the geogrid (3) and a reinforcing anchor rod (8) penetrating into the slope body (1); consolidate stock (8) and run through concrete layer (4) and fixed with concrete layer (4), it sets up to consolidate stock (8) slope, just consolidate stock (8) penetrate one end in the slope body (1) is less than and consolidates stock (8) and wears out the one end of concrete layer (4).
2. The ecological bank protection of reinforcing of claim 1, characterized in that: the surface of the concrete layer (4) far away from the geogrid (3) is provided with a waterproof layer (5) formed by pouring fine stone concrete, and the reinforcing anchor rods (8) penetrate through the waterproof layer (5) and are fixed with the waterproof layer (5).
3. The ecological bank protection of reinforcing of claim 1, characterized in that: the slope surface of the slope body (1) is provided with a pouring hole (11), the reinforcing anchor rod (8) penetrates into the pouring hole (11), and the pouring hole (11) is filled with high-strength concrete.
4. The ecological bank protection of reinforcing of claim 3, characterized in that: consolidate on stock (8) and be fixed with barb (81), barb (81) set up in pour hole (11) in and with high strength concrete is fixed.
5. The ecological bank protection of reinforcing of claim 2, characterized in that: and a planting frame (9) is arranged on one side of the waterproof layer (5) far away from the concrete layer (4), greening plants are planted on the planting frame (9), and the planting frame (9) is detachably connected with the end part of the reinforcing anchor rod (8) penetrating through the waterproof layer (5).
6. The ecological bank protection of reinforcing of claim 5, characterized in that: the planting frame (9) is fixedly provided with a mounting ring (91), the mounting ring (91) is sleeved on the end part of the reinforced anchor rod (8) penetrating out of the waterproof layer (5), and the end part of the reinforced anchor rod (8) penetrating out of the waterproof layer (5) is sleeved with a mounting cap (82) in threaded fit with the reinforced anchor rod (8).
7. The ecological bank protection of reinforcing of claim 1, characterized in that: the concrete slope is characterized in that a pressing stone (6) is arranged at the top of the slope body (1), a foundation stone (7) is arranged at the bottom of the slope body (1), and the concrete layer (4) is connected and fixed with the bottom surface of the pressing stone (6) and the upper surface of the foundation stone (7) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021370446.0U CN212896397U (en) | 2020-07-11 | 2020-07-11 | Consolidate ecological bank protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021370446.0U CN212896397U (en) | 2020-07-11 | 2020-07-11 | Consolidate ecological bank protection |
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| Publication Number | Publication Date |
|---|---|
| CN212896397U true CN212896397U (en) | 2021-04-06 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021370446.0U Active CN212896397U (en) | 2020-07-11 | 2020-07-11 | Consolidate ecological bank protection |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115369896A (en) * | 2022-09-05 | 2022-11-22 | 广西北投公路建设投资集团有限公司 | Ecological protection system of highway side slope |
-
2020
- 2020-07-11 CN CN202021370446.0U patent/CN212896397U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115369896A (en) * | 2022-09-05 | 2022-11-22 | 广西北投公路建设投资集团有限公司 | Ecological protection system of highway side slope |
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