CN220301314U - Ground protection device for filling up dynamic compaction building airport based on geological reservoir in rainy environment - Google Patents
Ground protection device for filling up dynamic compaction building airport based on geological reservoir in rainy environment Download PDFInfo
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- CN220301314U CN220301314U CN202321803921.2U CN202321803921U CN220301314U CN 220301314 U CN220301314 U CN 220301314U CN 202321803921 U CN202321803921 U CN 202321803921U CN 220301314 U CN220301314 U CN 220301314U
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- 238000005056 compaction Methods 0.000 title claims abstract description 17
- 239000002689 soil Substances 0.000 claims abstract description 41
- 239000004567 concrete Substances 0.000 claims abstract description 12
- 239000010410 layer Substances 0.000 claims description 43
- 239000011241 protective layer Substances 0.000 claims description 12
- 230000001681 protective effect Effects 0.000 claims description 7
- 239000010426 asphalt Substances 0.000 claims description 3
- 239000011178 precast concrete Substances 0.000 claims description 3
- 238000007493 shaping process Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 5
- 230000003628 erosive effect Effects 0.000 abstract description 4
- 230000008901 benefit Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 230000002262 irrigation Effects 0.000 description 2
- 238000010248 power generation Methods 0.000 description 2
- 230000001012 protector Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009372 pisciculture Methods 0.000 description 1
- 230000003405 preventing effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
The utility model discloses a foundation protection device for a dynamic compaction building airport based on filling up of a geological reservoir in a rainy environment, which comprises a foundation body and a protection frame, wherein the foundation body comprises a soil layer I, a plurality of anti-sinking piles are arranged on the soil layer I, a soil layer II is arranged on the upper part of the anti-sinking piles, a base formed by concrete pouring is arranged on the upper part of the soil layer II, a plurality of connecting columns matched with the anti-sinking piles are arranged at the bottom of the base, a protection layer poured by concrete is arranged outside the foundation body, the protection frame comprises four positioning columns and a pouring frame, the four positioning columns are respectively and movably arranged on the outer wall of the pouring frame, and the four positioning columns are fixedly arranged in the protection layer. The utility model not only improves the anti-sinking effect of the foundation body, has the advantages of convenient construction and good anti-sinking effect, but also can effectively reduce the influence of rain erosion on the foundation body in a rainy environment and ensure the pouring quality of the foundation body.
Description
Technical Field
The utility model relates to the technical field of foundation protection, in particular to a foundation protection device for an airport construction by filling up a geological reservoir and dynamic compaction based on a rainy environment.
Background
The reservoir can be used for irrigation, power generation, flood control and fish farming, and is an artificial lake formed by constructing a barrage at the narrow opening of a mountain ditch or river. After the reservoir is built, the natural lake can play roles of flood control, water storage irrigation, water supply, power generation, fish culture and the like, and sometimes is also called a reservoir (natural reservoir), and the scale of the reservoir is generally divided into small, medium and large sizes according to the size of the reservoir.
The building of airport is generally set up in the remote suburb far away from the city to the reservoir is located in the remote position generally, just satisfies the demand of airport, and for building the airport on the abandonment reservoir, main problem lies in the building of ground, especially for the reservoir of rainy environment, because the surrounding topography is higher, and the rainwater is very easy to gather in the ground outside after pouring under rainy condition, and the shaping of foundation influences, consequently, need one kind based on the rainy environment geological reservoir is filled up dynamic compaction building airport and is used ground protector.
Disclosure of Invention
The utility model aims to provide a foundation protection device for filling up dynamic compaction building airports based on geological reservoirs in rainy environments, which solves the problems in the background technology.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a building airport is with ground protector based on rainy environment geology reservoir filling dynamic compaction, includes ground body and protection frame, the ground body includes soil layer one, be provided with a plurality of on the soil layer one and prevent sunk the stake to prevent sunk the upper portion of stake and be provided with soil layer two, soil layer two's upper portion is provided with by concreting fashioned base, the bottom of base be provided with a plurality of with prevent sunk the spliced pole that the stake matches, the outside of ground body is provided with by concreting's inoxidizing coating, the protection frame includes four reference columns and pours the frame, four the reference columns are respectively movable to be set up on the outer wall of pouring the frame, and four the reference column is fixed to be set up in the protection layer, through pre-buried prevent sunk stake between soil layer one and soil layer two to prevent sunk the spliced pole between sunk the stake and the base, it is convenient to have the construction, prevent sunk effectual advantage to pour the inoxidizing layer in advance around the ground body, can effectively reduce the influence of rainwater erosion ground body under rainy environment, guarantees the quality of ground.
Preferably, the anti-sinking pile comprises an anti-sinking column and an anti-sinking plate, the anti-sinking column is movably inserted into the soil layer I, the anti-sinking plate is arranged on the upper portion of the anti-sinking column, and the anti-sinking pile is matched with the upper connecting column and the base, so that the anti-sinking pile has a good anti-sinking effect as a whole.
Preferably, the upper portion of base is provided with a plurality of by concrete placement shaping's support column, and a plurality of be provided with between the support column by the airport platform that precast concrete constructed, the upper portion of airport platform is provided with the pavement layer of laying by modified asphalt.
Preferably, the pouring frame comprises an inner frame, an outer frame, a plurality of connecting plates and a plurality of locking bolts, wherein the plurality of connecting plates are arranged between the upper ends of the inner frame and the outer frame, and the plurality of locking bolts are rotatably arranged on the inner walls of the four sides of the inner frame.
Preferably, one end of the connecting plate is fixedly connected with the inner wall of the outer frame, the other end of the connecting plate is movably abutted with the outer wall of the inner frame, and one end of the locking bolt is in threaded connection with the connecting plate.
Preferably, cross support frames are arranged between the inner walls of the four sides of the bottom end of the inner frame.
Compared with the prior art, the utility model has the beneficial effects that:
1. the foundation body, the soil layer I, the soil layer II, the base, the anti-sinking pile and the connecting column are arranged, the anti-sinking pile is embedded between the soil layer I and the soil layer II, and the connecting column is arranged between the anti-sinking pile and the base, so that the anti-sinking effect of the foundation body is improved, and the foundation has the advantages of convenience in construction and good anti-sinking effect;
2. the utility model is also provided with the protective frame and the protective layer, and the protective layer is poured around the foundation body through the protective frame in advance in the construction process, so that the influence of rain erosion on the foundation body in a rainy environment can be effectively reduced, and the pouring quality of the foundation body is ensured.
Drawings
FIG. 1 is a schematic diagram of a cross-sectional front view structure of a foundation protection device for a dynamic compaction building airport based on a geological reservoir filling in a rainy environment;
FIG. 2 is a schematic diagram of the external structure of a foundation protection device for a dynamic compaction building airport based on the filling of a geological reservoir in a rainy environment;
fig. 3 is an enlarged schematic view of a portion a in fig. 1.
In the figure: 1. a foundation body; 11. a soil layer I; 12. pile sinking prevention; 13. a soil layer II; 14. a base; 2. a protective frame; 21. positioning columns; 22. pouring a frame; 221. an inner frame; 222. an outer frame; 223. a connecting plate; 224. a locking bolt; 3. a connecting column; 4. a protective layer; 5. a support column; 6. an airport platform; 7. a road surface layer; 8. a cross support frame.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-3, the present utility model provides a technical solution: the foundation protection device for the dynamic compaction building airport based on the rainy environment geological reservoir filling comprises a foundation body 1 and a protection frame 2, wherein the foundation body 1 comprises a soil layer I11, the thickness of the compacted soil layer I11 is more than 50cm, a plurality of anti-sinking piles 12 are arranged on the soil layer I11, the anti-sinking piles 12 are firstly dug on the soil layer I11 and then pressed into the soil layer I11 through equipment, a soil layer II 13 is arranged at the upper part of the anti-sinking piles 12, the thickness of the soil layer II 13 is set to be more than 1.5m, a base 14 formed by concrete pouring is arranged at the upper part of the soil layer II 13, a plurality of connecting columns 3 matched with the anti-sinking piles 12 are arranged at the bottom of the base 14, a protection layer 4 cast by concrete is arranged outside the foundation body 1, the protection frame 2 comprises four positioning columns 21 and a pouring frame 22, the four positioning columns 21 are respectively movably arranged on the outer wall of the pouring frame 22, and the four positioning columns 21 are fixedly arranged in the protection layer 4;
the anti-sinking pile 12 comprises an anti-sinking column and an anti-sinking plate, the anti-sinking column is movably inserted into the soil layer I11, the anti-sinking plate is arranged on the upper portion of the anti-sinking column, the connecting column 3 is completed in a pre-buried pipe pouring mode, the pre-buried pipe is paved according to the position corresponding to the anti-sinking pile 12 when the soil layer II 13 is paved, and concrete is directly poured through the pre-buried pipe to form the connecting column 3 and the base 14 above the connecting column;
the upper part of the base 14 is provided with a plurality of support columns 5 formed by concrete pouring, an airport platform 6 constructed by precast concrete slabs is arranged among the plurality of support columns 5, the upper part of the airport platform 6 is provided with a pavement layer 7 paved by modified asphalt, the airport platform 6 is supported by the support columns 5, and the material use cost is reduced while the overall stability is ensured;
the pouring frame 22 comprises an inner frame 221, an outer frame 222, a plurality of connecting plates 223 and a plurality of locking bolts 224, wherein the plurality of connecting plates 223 are arranged between the inner frame 221 and the upper end of the outer frame 222, and the plurality of locking bolts 224 are rotatably arranged on the inner walls of the four side upper ends of the inner frame 221;
one end of the connecting plate 223 is welded with the inner wall of the outer frame 222, the other end of the connecting plate 223 is movably abutted with the outer wall of the inner frame 221, and one end of the locking bolt 224 is in threaded connection with the connecting plate 223, so that the inner frame 221 and the outer frame 222 can be disassembled, and demolding and upward pouring are facilitated after pouring of the protective layer 4;
the cross support frames 8 are welded between the four side inner walls of the bottom end of the inner frame 221 to support the inner frame 221, so that deformation is avoided.
Working principle: when the anti-sinking pile is used, backfill soil is paved on the bottom surface of a reservoir, a soil layer I11 is formed through equipment compaction, an anti-sinking pile 12 is driven into the soil layer I11 through external equipment, then the backfill soil is continuously paved and compacted to form a soil layer II 13, then a connecting column 3 corresponding to the anti-sinking pile 12 is inserted into the surface of the soil layer II 13, the lower end of the connecting column 3 is abutted with an anti-sinking plate at the upper end of the anti-sinking pile 12, then a protective frame is inserted into the soil layer II 13 through a positioning column 21, then concrete is poured into the protective frame to form a protective layer 4, after the protective layer 4 is poured, an outer frame 222 and an inner frame 221 are separated through rotating locking bolts 224, then the inner frame 221 and the outer frame 222 are separated from the poured protective layer 4, then concrete is poured into the protective layer 4 to form a base 14, the protective layer 4 can resist external rainwater erosion, the base 14 and the soil layer I11 and the soil layer II 13 form a foundation body 1, and when a subsequent upper layer foundation is constructed, the protective frame 2 can be poured upwards along the positioning column 21 to form the protective layer 4, and good rainwater preventing effect is achieved.
It is noted that relational terms such as first and second, and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein 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 (6)
1. The utility model provides a foundation protection device for airport is built to dynamic compaction based on rainy environment geology reservoir filling, includes foundation body (1) and protection frame (2), its characterized in that: the foundation body (1) comprises a soil layer I (11), a plurality of anti-sinking piles (12) are arranged on the soil layer I (11), a soil layer II (13) is arranged on the upper portion of the anti-sinking piles (12), a base (14) formed by concrete pouring is arranged on the upper portion of the soil layer II (13), a plurality of connecting columns (3) matched with the anti-sinking piles (12) are arranged at the bottom of the base (14), a protective layer (4) poured by concrete is arranged outside the foundation body (1), the protective frame (2) comprises four positioning columns (21) and pouring frames (22), and the four positioning columns (21) are movably arranged on the outer walls of the pouring frames (22) respectively, and the four positioning columns (21) are fixedly arranged in the protective layer (4).
2. The foundation protection device for the dynamic compaction building airport based on the geological reservoir filling in rainy environment according to claim 1, wherein the foundation protection device is characterized in that: the anti-sinking pile (12) comprises an anti-sinking column and an anti-sinking plate, the anti-sinking column is movably inserted into the soil layer I (11), and the anti-sinking plate is arranged on the upper portion of the anti-sinking column.
3. The foundation protection device for the dynamic compaction building airport based on the geological reservoir filling in rainy environment according to claim 1, wherein the foundation protection device is characterized in that: the upper portion of base (14) is provided with a plurality of support column (5) by concrete placement shaping, and a plurality of be provided with between support column (5) by airport platform (6) that precast concrete constructed, the upper portion of airport platform (6) is provided with pavement layer (7) by modified asphalt laying.
4. The foundation protection device for the dynamic compaction building airport based on the geological reservoir filling in rainy environment according to claim 1, wherein the foundation protection device is characterized in that: the pouring frame (22) comprises an inner frame (221), an outer frame (222), a plurality of connecting plates (223) and a plurality of locking bolts (224), wherein the connecting plates (223) are arranged between the inner frame (221) and the upper end of the outer frame (222), and the locking bolts (224) are rotatably arranged on the inner walls of the four sides of the inner frame (221).
5. The foundation protection device for the dynamic compaction building airport based on the geological reservoir filling in rainy environment according to claim 4, wherein the foundation protection device comprises the following components: one end of the connecting plate (223) is fixedly connected with the inner wall of the outer frame (222), the other end of the connecting plate (223) is movably abutted with the outer wall of the inner frame (221), and one end of the locking bolt (224) is in threaded connection with the connecting plate (223).
6. The foundation protection device for the dynamic compaction building airport based on the geological reservoir filling in rainy environment according to claim 4, wherein the foundation protection device comprises the following components: a cross support frame (8) is arranged between the inner walls of the four sides of the bottom end of the inner frame (221).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321803921.2U CN220301314U (en) | 2023-07-11 | 2023-07-11 | Ground protection device for filling up dynamic compaction building airport based on geological reservoir in rainy environment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321803921.2U CN220301314U (en) | 2023-07-11 | 2023-07-11 | Ground protection device for filling up dynamic compaction building airport based on geological reservoir in rainy environment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220301314U true CN220301314U (en) | 2024-01-05 |
Family
ID=89352552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321803921.2U Active CN220301314U (en) | 2023-07-11 | 2023-07-11 | Ground protection device for filling up dynamic compaction building airport based on geological reservoir in rainy environment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220301314U (en) |
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2023
- 2023-07-11 CN CN202321803921.2U patent/CN220301314U/en active Active
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