CN215594068U - Insert and bury ground stake formula side slope supporting construction - Google Patents
Insert and bury ground stake formula side slope supporting construction Download PDFInfo
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- CN215594068U CN215594068U CN202121884030.5U CN202121884030U CN215594068U CN 215594068 U CN215594068 U CN 215594068U CN 202121884030 U CN202121884030 U CN 202121884030U CN 215594068 U CN215594068 U CN 215594068U
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Abstract
The utility model provides a buried pile inserted type side slope supporting structure which comprises soil fixing blocks formed by pouring concrete on the surface of a side slope from bottom to top, wherein a plurality of ground piles are arranged between the soil fixing blocks and a side slope soil body, one ends of the ground piles are inserted and buried in the side slope soil body, the other ends of the ground piles are inserted and buried in the soil fixing blocks, a green belt is arranged on the top surface of each soil fixing block, a step is formed between every two adjacent soil fixing blocks, and the bottom surface of the step is connected with the side surface through the green belt in the step. By adopting the technical scheme of the utility model, the soil fixing blocks are connected with the side slope soil body into a whole by embedding the ground piles, and the two adjacent soil fixing blocks are connected together by the adjacent ribs, so that the stability of the supporting structure is greatly enhanced, the risk of integral landslide is reduced, the safety risk is reduced, the construction difficulty of the supporting structure is reduced by arranging the steps, the green belts, the drain pipes and the stop blocks, the appearance of the side slope supporting structure is improved, and the scouring effect of rainstorm on the side slope supporting structure is slowed down to the maximum extent.
Description
Technical Field
The utility model belongs to the technical field of constructional engineering, and particularly relates to a buried pile inserting type slope supporting structure.
Background
The construction of roads and railways has the characteristics of large engineering scale, wide related range, large geographical span and complex natural conditions along the line. In the process of building various traffic infrastructures, lines often need to pass through special and complex geological and landform sections, in order to ensure construction safety, the side slopes of the sections need to be supported, and the existing road side slopes mainly have two damaged situations: firstly, under the scouring of heavy rain, the side slope soil body is easy to collapse; secondly, along with the duration of rainfall, a considerable part of rainwater enters the inside of the soil body of the side slope, the volume of the partial soil body expands after meeting water, and a large expansion force is generated inside the soil body, if the expansion force cannot be released timely, when the strength limit balance state of the soil is reached, the soil can be damaged. When supporting slope soil cutting slope, traditional side slope safeguard measure is to supporting whole domatic usually, and if stone retaining, protective structure engineering, not only the engineering volume is big, and engineering cost is high, can not effectively combine the breathing characteristic of slope soil cutting slope to carry out effectual improvement moreover, also can not afforest the side slope, very big influence the view effect along the line of engineering. In the prior art, the publication numbers are: the patent document "CN 208701703U" discloses an expanding soil cut slope supporting structure with integrated prevention and drainage, which comprises: the side slope protection system comprises a drainage system and a side slope support system consisting of a first support and a second support, wherein the first support comprises a reinforced concrete foundation, a reinforced soil layer slope body which is positioned on the reinforced concrete foundation and consists of geogrids and common expansive soil fillers, and a honeycomb cellular protection slope surface which is paved on the inclined surface of the reinforced soil layer slope body; the second support is positioned at the upper part of the first support and comprises a prestressed anchor rod and a grouted rubble retaining wall; drainage system includes catch basin, coarse-grained soil drainage blanket, middle part drainage channel, giant-grained soil drainage blanket and side ditch, every layer coarse-grained soil drainage blanket with middle part drainage channel intercommunication, middle part drainage channel with giant-grained soil drainage blanket intercommunication, giant-grained soil drainage blanket pass through the PVC pipe with the side ditch intercommunication. The technical scheme that this patent literature provided has solved the drainage problem to side slope supporting construction, however, this side slope supporting construction need use supporting members such as a large amount of stock, and supporting construction is complicated to first supporting, second supporting construction do not all be connected as an organic wholely with the side slope soil body, appear whole landslide danger easily, and support stability is relatively poor, and the safety risk is still higher.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a buried pile inserting type slope supporting structure.
The utility model is realized by the following technical scheme.
The utility model provides a buried pile inserted type side slope supporting structure which comprises a plurality of soil fixing blocks formed by pouring concrete on the surface of a side slope from bottom to top, a plurality of ground piles are arranged between each soil fixing block and the soil body of the side slope, one ends of the ground piles are inserted and buried in the soil body of the side slope, the other ends of the ground piles are inserted and buried in the soil fixing blocks, a green belt is arranged on the top surface of each soil fixing block, a step is formed between every two adjacent soil fixing blocks, and the bottom surface and the side surface of the step are connected together through the green belt in the step.
The pile-inserted-buried type slope supporting structure further comprises an adjacent rib, wherein one end of the adjacent rib is inserted and buried in the soil fixing block, and the other end of the adjacent rib is inserted and buried in the adjacent soil fixing block.
The abutting ribs are arranged in the horizontal direction.
The adjacent ribs are made of steel bars.
The buried pile type slope supporting structure further comprises a through drain pipe, one end of the through drain pipe is buried in the slope soil body in an inserting mode, and the other end of the through drain pipe penetrates through at least one soil fixing block and then goes out of the soil fixing block.
The through drain pipes are arranged in a horizontal direction.
And a stop block is arranged at the outer side edge of each soil fixing block.
The length of the ground pile inserted and buried in the side slope soil body is more than two thirds of the total length of the ground pile.
The ground pile is made of steel bars.
The projection of the green belt in the step in the cross section of the side slope is a right triangle.
The utility model has the beneficial effects that: by adopting the technical scheme of the utility model, the concrete soil blocks and the side slope soil body are connected into a whole by embedding the ground piles, and the adjacent two soil blocks are connected together by the adjacent ribs, so that the integrity of the side slope supporting structure is greatly enhanced, the stability of the supporting structure is enhanced, the integral landslide risk is reduced, the safety risk is reduced, and the steps are arranged in the whole supporting structure, so that the whole supporting structure can be arranged according to the needs of users and constructed in stages, thereby not only reducing the construction difficulty of the side slope supporting structure, but also reducing the burst effect of the side slope supporting structure caused by rain because each soil block is provided with a drain pipe extending into the side slope soil body, and the water absorbed in the side slope soil body can be independently discharged in time and independently, thereby reducing the expansion risk of the side slope to the maximum extent, and the edge of each soil block is also provided with a stop block, in addition, the green belts are arranged on the top surfaces of the steps and the soil fixing blocks, so that the ornamental value of the slope supporting structure is increased, the slope supporting structure can be connected more tightly through green vegetation, and the stability and the safety of the whole slope supporting structure are kept.
Drawings
Fig. 1 is a schematic structural view of the present invention.
In the figure: 1-soil fixing blocks, 2-ground piles, 3-side slopes, 4-green belts, 5-adjacent ribs, 6-through drain pipes and 7-stop blocks.
Detailed Description
The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.
As shown in figure 1, the utility model provides a buried pile type side slope supporting structure, which comprises a plurality of soil fixing blocks 1 formed by pouring concrete on the surface of a side slope 3 from bottom to top, a plurality of ground piles 2 are arranged between each soil fixing block 1 and the soil body of the side slope 3, one ends of the ground piles 2 are buried in the soil body of the side slope 3, the other ends of the ground piles 2 are buried in the soil fixing blocks 1, a green belt 4 is arranged on the top surface of each soil fixing block 1, a step is formed between every two adjacent soil fixing blocks 1, and the green belts 4 in the step connect the bottom surface and the side surface of the step together.
Furthermore, insert and bury stake formula side slope supporting construction still includes and adjoins muscle 5, and the one end that adjoins muscle 5 is inserted and is buried in solid soil block 1, and the other end that adjoins muscle 5 is inserted and is buried in adjacent solid soil block 1. The abutment ribs 5 are arranged in the horizontal direction. The adjacent ribs 5 are made of steel bars.
In addition, insert buried pile formula side slope supporting construction still includes through-going drain pipe 6, and one end of through-going drain pipe 6 is inserted and is buried in the side slope 3 soil body, and the other end of through-going drain pipe 6 runs through and goes out in at least one soil stabilization piece 1. The through drain 6 is arranged in a horizontal direction. A stop block 7 is arranged at the outer side edge of each soil fixing block 1. The length of the ground pile 2 inserted and buried in the soil body of the side slope 3 is more than two thirds of the total length of the ground pile 2. The ground pile 2 is made of steel bars. By adopting the technical scheme of the utility model, the adjacent ribs 5 and the ground piles 2 can be prepared by adopting steel bars, so that the side slope supporting structure is simplified, and the construction cost is reduced.
In addition, the projection of the green belt 4 in the steps in the cross section of the side slope 3 is a right triangle. At least two ground piles 2 are arranged between each soil fixing block 1 and the soil body of the side slope 3.
By adopting the technical scheme of the utility model, the concrete soil blocks and the side slope soil body are connected into a whole by embedding the ground piles, and the adjacent two soil blocks are connected together by the adjacent ribs, so that the integrity of the side slope supporting structure is greatly enhanced, the stability of the supporting structure is enhanced, the integral landslide risk is reduced, the safety risk is reduced, and the steps are arranged in the whole supporting structure, so that the whole supporting structure can be arranged according to the needs of users and constructed in stages, thereby not only reducing the construction difficulty of the side slope supporting structure, but also reducing the burst effect of the side slope supporting structure caused by rain because each soil block is provided with a drain pipe extending into the side slope soil body, and the water absorbed in the side slope soil body can be independently discharged in time and independently, thereby reducing the expansion risk of the side slope to the maximum extent, and the edge of each soil block is also provided with a stop block, in addition, the green belts are arranged on the top surfaces of the steps and the soil fixing blocks, so that the ornamental value of the slope supporting structure is increased, the slope supporting structure can be connected more tightly through green vegetation, and the stability and the safety of the whole slope supporting structure are kept.
Claims (10)
1. The utility model provides an insert and bury ground stake formula slope supporting construction which characterized in that: the soil-stabilizing block is characterized by comprising a plurality of soil-stabilizing blocks (1) formed by pouring concrete on the surface of a side slope (3) in sequence from bottom to top, wherein each soil-stabilizing block (1) and a soil body of the side slope (3) are provided with a plurality of ground piles (2), one ends of the ground piles (2) are inserted into the soil body of the side slope (3), the other ends of the ground piles (2) are inserted into the soil-stabilizing blocks (1), the top surface of each soil-stabilizing block (1) is provided with a green belt (4), a step is formed between every two adjacent soil-stabilizing blocks (1), and the bottom surface and the side surface of the step are connected together by the green belts (4) in the step.
2. The buried pile inserting type slope supporting structure according to claim 1, characterized in that: the pile-embedded side slope supporting structure further comprises an abutting rib (5), one end of the abutting rib (5) is embedded in the soil fixing block (1), and the other end of the abutting rib (5) is embedded in the adjacent soil fixing block (1).
3. The buried pile inserting type slope supporting structure according to claim 2, characterized in that: the abutment ribs (5) are arranged in a horizontal direction.
4. The buried pile inserting type slope supporting structure according to claim 2, characterized in that: the adjacent ribs (5) are made of steel bars.
5. The buried pile inserting type slope supporting structure according to claim 1, characterized in that: insert and bury stake formula side slope support structure still including lining up drain pipe (6), the one end that links up drain pipe (6) is inserted and is buried in side slope (3) soil body, and the other end that links up drain pipe (6) is via at least one run through and go out in soil stabilization block (1).
6. The buried pile inserting type slope supporting structure according to claim 5, characterized in that: the through drain pipe (6) is arranged in a horizontal direction.
7. The buried pile inserting type slope supporting structure according to claim 1, characterized in that: a stop block (7) is arranged at the outer side edge of each soil fixing block (1).
8. The buried pile inserting type slope supporting structure according to claim 1, characterized in that: the length of the ground pile (2) inserted into the soil body of the side slope (3) is more than two thirds of the total length of the ground pile (2).
9. A buried pile type slope supporting structure according to claim 1 or 8, wherein: the ground pile (2) is made of steel bars.
10. The buried pile inserting type slope supporting structure according to claim 1, characterized in that: the projection of the green belt (4) in the step in the cross section of the side slope (3) is a right triangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121884030.5U CN215594068U (en) | 2021-08-12 | 2021-08-12 | Insert and bury ground stake formula side slope supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121884030.5U CN215594068U (en) | 2021-08-12 | 2021-08-12 | Insert and bury ground stake formula side slope supporting construction |
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| Publication Number | Publication Date |
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| CN215594068U true CN215594068U (en) | 2022-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121884030.5U Active CN215594068U (en) | 2021-08-12 | 2021-08-12 | Insert and bury ground stake formula side slope supporting construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113605417A (en) * | 2021-08-12 | 2021-11-05 | 贵州建工集团第一建筑工程有限责任公司 | Step type slope supporting structure |
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2021
- 2021-08-12 CN CN202121884030.5U patent/CN215594068U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113605417A (en) * | 2021-08-12 | 2021-11-05 | 贵州建工集团第一建筑工程有限责任公司 | Step type slope supporting structure |
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