CN220301364U - Anti-slide pile structure with drainage function - Google Patents
Anti-slide pile structure with drainage function Download PDFInfo
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- CN220301364U CN220301364U CN202322289361.XU CN202322289361U CN220301364U CN 220301364 U CN220301364 U CN 220301364U CN 202322289361 U CN202322289361 U CN 202322289361U CN 220301364 U CN220301364 U CN 220301364U
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- 230000002787 reinforcement Effects 0.000 claims abstract description 184
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 82
- 239000010959 steel Substances 0.000 claims abstract description 82
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 61
- 238000009825 accumulation Methods 0.000 claims abstract description 21
- 239000004576 sand Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 claims 1
- 239000002689 soil Substances 0.000 abstract description 4
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 238000003973 irrigation Methods 0.000 description 4
- 230000002262 irrigation Effects 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 230000008093 supporting effect Effects 0.000 description 3
- 230000037396 body weight Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 230000001965 increasing effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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Abstract
The utility model relates to the technical field of anti-slide piles, in particular to an anti-slide pile structure with a drainage function, which comprises a first steel reinforcement cage arranged in a pile hole of a side slope, wherein a first pouring layer is arranged between the first steel reinforcement cage and a second steel reinforcement cage, a third steel reinforcement cage is arranged on the inner side of the second steel reinforcement cage, a fourth steel reinforcement cage is arranged on the inner side of the third steel reinforcement cage, and a second pouring layer is arranged between the third steel reinforcement cage and the fourth steel reinforcement cage; a plurality of first water accumulation pipes are communicated between the first reinforcement cage and the second reinforcement cage, a plurality of second water accumulation pipes are communicated between the third reinforcement cage and the fourth reinforcement cage, and a drainage mechanism is arranged in the fourth reinforcement cage. The utility model can drain water on the side slope in time, avoid the weight increase of the sliding body caused by water infiltration, reduce the risk of softening the soil body of the side slope and improve the anti-skid strength.
Description
Technical Field
The utility model relates to the technical field of anti-slide piles, in particular to an anti-slide pile structure with a drainage function.
Background
Landslide is a geological disaster with serious hazard in the global scope, and the hydraulic actions such as rainfall, ice and snow melting and water storage lifting are the most main external factors for inducing landslide disaster, when landslide is encountered, the landslide body can slide downwards, and at the moment, if the landslide is internally provided with the anti-slide pile, the occurrence of the landslide can be effectively prevented, so that the importance of the anti-slide pile can be seen. Water is an important factor for landslide development, water infiltration causes the weight increase of a landslide body, meanwhile, the soil body is softened, the shear strength of a soil layer is reduced, and landslide is caused, so that drainage is an important method for landslide prevention. And the common anti-skid piles cannot play a role in draining water.
Disclosure of Invention
The utility model aims at solving the problems in the background technology and provides an anti-slide pile structure with a drainage function.
The technical scheme of the utility model is as follows: the utility model provides an anti-slide pile structure with drainage function, includes the first steel reinforcement cage of installing in the side slope stake hole, and the inboard of first steel reinforcement cage is provided with the second steel reinforcement cage, is provided with first watering layer between first steel reinforcement cage and the second steel reinforcement cage, and the inboard of second steel reinforcement cage is provided with the third steel reinforcement cage, is provided with first interception layer between second steel reinforcement cage and the third steel reinforcement cage, and the inboard of third steel reinforcement cage is provided with the fourth steel reinforcement cage, is provided with the second watering layer between third steel reinforcement cage and the fourth steel reinforcement cage;
a plurality of first ponding pipes of a plurality of groups are communicated between the first steel reinforcement cage and the second steel reinforcement cage, a plurality of second ponding pipes are communicated between the third steel reinforcement cage and the fourth steel reinforcement cage, the first ponding pipes and the second ponding pipes are all obliquely arranged and are matched with the side slope, and a drainage mechanism is arranged in the fourth steel reinforcement cage.
Preferably, the cross sections of the first reinforcement cage and the fourth reinforcement cage are round, and the cross sections of the second reinforcement cage and the third reinforcement cage are square.
Preferably, the first casting layer and the second casting layer are both concrete layers; the first interception layer is a cobble and sand mixing layer.
Preferably, a plurality of groups of connecting steel bars are arranged between the first steel bar cage and the second steel bar cage, between the second steel bar cage and the third steel bar cage and between the third steel bar cage and the fourth steel bar cage.
Preferably, the drainage mechanism comprises a mounting seat which is mounted on the top end of the fourth reinforcement cage through a bolt, a drain pipe is arranged in the middle of the mounting seat, a connecting valve is arranged on the top end of the drain pipe, and the bottom end of the drain pipe extends to the bottom end of the fourth reinforcement cage.
Preferably, the side slope pile hole pile device further comprises an auxiliary mechanism, wherein the auxiliary mechanism comprises a fifth reinforcement cage transversely arranged in the side slope pile hole, the fifth reinforcement cage is connected with two adjacent groups of first reinforcement cages, a sixth reinforcement cage is arranged on the inner side of the fifth reinforcement cage, the end part of the sixth reinforcement cage corresponds to a first water accumulation pipe on the side wall of the first reinforcement cage, a third watering layer is arranged between the sixth reinforcement cage and the fifth reinforcement cage, and a second interception layer is arranged in the sixth reinforcement cage.
Preferably, a third water accumulation pipe is arranged between the fifth reinforcement cage and the sixth reinforcement cage, and the third water accumulation pipe is obliquely arranged and is matched with the side slope.
Compared with the prior art, the technical scheme provided by the utility model has the following beneficial technical effects: according to the utility model, the first reinforcement cage, the second reinforcement cage, the third reinforcement cage and the fourth reinforcement cage are sequentially connected through a plurality of groups of connecting reinforcement, and the strength of the whole structure is improved through the arrangement of the first pouring layer, the first interception layer and the second pouring layer, so that the anti-skid strength is improved, and the blocking and supporting effects on the sliding body are realized; the arrangement of the plurality of groups of first water accumulating pipes and the second water accumulating pipes is convenient for guiding water on the side slope step by step and introducing the water into the fourth reinforcement cage after being filtered by the first interception layer, and the water accumulated in the fourth reinforcement cage can be rapidly extracted by connecting an external water pump with a drain pipe; can connect two adjacent first steel reinforcement cages of group through auxiliary mechanism, promote bulk strength to can support the interception with the partly sliding body of side slope, can in introducing the fourth steel reinforcement cage with another part water on the side slope simultaneously, can in time drain water on the side slope, avoid water to take place to ooze down and lead to the sliding body weight to increase, reduce the side slope soil body and be softened risk, improve anti-skidding intensity.
Drawings
FIG. 1 is a front view of the present utility model;
FIG. 2 is a side view of the present utility model;
FIG. 3 is a schematic view of the structure of part A of the present utility model;
fig. 4 is a top view of the present utility model.
Reference numerals: 1. a first reinforcement cage; 101. connecting steel bars; 102. a first water accumulation pipe; 2. a first watering layer; 3. a second reinforcement cage; 4. a first interception layer; 5. a third reinforcement cage; 501. a second water accumulation pipe; 6. a second irrigation layer; 7. a fourth reinforcement cage; 8. a mounting base; 801. a drain pipe; 802. a filter screen; 9. a fifth reinforcement cage; 901. a third irrigation layer; 902. a sixth reinforcement cage; 903. a second interception layer; 904. and a third water accumulation pipe.
Detailed Description
Example 1
As shown in fig. 1, 2 and 4, the slide-resistant pile structure with the drainage function provided by the utility model comprises a first steel reinforcement cage 1 arranged in a slope pile hole, wherein a second steel reinforcement cage 3 is arranged on the inner side of the first steel reinforcement cage 1, a first irrigation layer 2 is arranged between the first steel reinforcement cage 1 and the second steel reinforcement cage 3, a third steel reinforcement cage 5 is arranged on the inner side of the second steel reinforcement cage 3, a first interception layer 4 is arranged between the second steel reinforcement cage 3 and the third steel reinforcement cage 5, a fourth steel reinforcement cage 7 is arranged on the inner side of the third steel reinforcement cage 5, and a second irrigation layer 6 is arranged between the third steel reinforcement cage 5 and the fourth steel reinforcement cage 7;
further, the cross sections of the first reinforcement cage 1 and the fourth reinforcement cage 7 are round, so that impact force of a sliding body on a side slope is buffered towards two sides, the cross sections of the second reinforcement cage 3 and the third reinforcement cage 5 are square, and the overall strength of the structure is improved.
Furthermore, the first pouring layer 2 and the second pouring layer 6 are both set to be concrete layers, so that the integral anti-slip strength of the structure is improved; the first interception layer 4 is arranged to be a cobble and gravel mixing layer, so that the phenomenon that impurities enter the middle of the fourth reinforcement cage 7 along with water flow to cause blockage is avoided.
As shown in fig. 2 and 3, a plurality of groups of first water accumulating pipes 102 are communicated between the first reinforcement cage 1 and the second reinforcement cage 3, a plurality of groups of second water accumulating pipes 501 are communicated between the third reinforcement cage 5 and the fourth reinforcement cage 7, the first water accumulating pipes 102 and the second water accumulating pipes 501 are obliquely arranged and are matched with a slope, and a drainage mechanism is arranged in the fourth reinforcement cage 7.
Further, all be provided with a plurality of groups of connecting reinforcement 101 between first steel reinforcement cage 1 and the second steel reinforcement cage 3, between second steel reinforcement cage 3 and the third steel reinforcement cage 5 and between third steel reinforcement cage 5 and the fourth steel reinforcement cage 7, promote connection stability between first steel reinforcement cage 1, second steel reinforcement cage 3, third steel reinforcement cage 5 and the fourth steel reinforcement cage 7, promote anti-skidding intensity.
Further, the drainage mechanism comprises an installation seat 8 which is installed at the top end of the fourth reinforcement cage 7 through bolts, a drainage pipe 801 is arranged in the middle of the installation seat 8, a connecting valve is arranged at the top end of the drainage pipe 801, the bottom end of the drainage pipe 801 extends to the inner bottom end of the fourth reinforcement cage 7, and a liquid level sensor is arranged on the inner wall of the fourth reinforcement cage 7; the filter screen 802 is installed through the bolt to the bottom of drain pipe 801, monitors the water level in the fourth steel reinforcement cage 7 through level sensor, when reaching the setting value, is connected external water pump and drain pipe 801 top, takes out the water in the fourth steel reinforcement cage 7 and drains, and the setting of filter screen 802 avoids impurity to block up drain pipe 801.
In this embodiment, the first reinforcement cage 1, the second reinforcement cage 3, the third reinforcement cage 5 and the fourth reinforcement cage 7 are sequentially installed and connected through the connecting reinforcement 101, and a plurality of groups of first water accumulating pipes 102 and second water accumulating pipes 501 are installed at proper positions, then are placed into pile holes on a side slope to be fixed, and concrete is poured between the first reinforcement cage 1 and the second reinforcement cage 3, between the second reinforcement cage 3 and the third reinforcement cage 5 and between the third reinforcement cage 5 and the fourth reinforcement cage 7 respectively, so that the overall stability is improved, and the anti-skid strength is further improved; then the drain pipe 801 is extended to the bottom end of the inner wall of the fourth reinforcement cage 7, the mounting seat 8 is mounted on the top end of the fourth reinforcement cage 7 through bolts, water on a side slope enters the first interception layer 4 from the first water accumulation pipe 102 and is filtered, then enters the fourth reinforcement cage 7 from the second water accumulation pipe 501, water in the fourth reinforcement cage 7 can be timely pumped out and drained through the drain pipe 801, and the phenomenon that the weight of a sliding body of the side slope is increased and slides downwards due to underwater seepage on the side slope is avoided.
Example two
As shown in fig. 1 and fig. 4, in comparison with the first embodiment, the slide-resistant pile structure with drainage function provided by the present utility model further comprises an auxiliary mechanism, wherein the auxiliary mechanism comprises a fifth reinforcement cage 9 transversely arranged in a pile hole of a side slope, the fifth reinforcement cage 9 is connected with two adjacent first reinforcement cages 1, a sixth reinforcement cage 902 is arranged at the inner side of the fifth reinforcement cage 9, the end part of the sixth reinforcement cage 902 corresponds to the first water accumulation pipe 102 on the side wall of the first reinforcement cage 1, a third pouring layer 901 is arranged between the sixth reinforcement cage 902 and the fifth reinforcement cage 9, the third pouring layer 901 is a concrete layer, a second interception layer 903 is arranged inside the sixth reinforcement cage 902, and the second interception layer 903 is a cobble and sand mixing layer.
Further, a third water accumulation pipe 904 is arranged between the fifth reinforcement cage 9 and the sixth reinforcement cage 902, the third water accumulation pipe 904 is obliquely arranged and is matched with the slope, the middle parts of the bottom ends of the fifth reinforcement cage 9 and the sixth reinforcement cage 902 are protruded from the two ends, so that water on the slope is conveniently introduced into the second interception layer 903 from the third water accumulation pipe 904, filtered and then flows into the first water accumulation pipe 102, and finally reaches the fourth reinforcement cage 7 to be collected, and subsequent drainage is facilitated.
In this embodiment, the auxiliary mechanism is connected to two adjacent first reinforcement cages 1, so that not only the stability of two adjacent slide pile structures can be improved, but also a supporting and blocking effect is achieved on a part of the slide body, and part of water on a side slope is conveniently introduced into the sixth reinforcement cage 902 from the third water accumulation pipe 904 for filtration, then enters the fourth reinforcement cage 7 along the first water accumulation pipe 102 for collection and is discharged, so that the slide body weight of the side slope is prevented from increasing and sliding downwards due to underwater infiltration.
Working principle: the first reinforcement cage 1, the second reinforcement cage 3, the third reinforcement cage 5 and the fourth reinforcement cage 7 are sequentially connected through a plurality of groups of connecting reinforcement bars 101, and the strength of the whole structure is improved through the arrangement of the first pouring layer 2, the first interception layer 4 and the second pouring layer 6, so that the anti-skid strength is improved, and the blocking and supporting effects on a sliding body are achieved; the arrangement of the plurality of groups of first water accumulating pipes 102 and the second water accumulating pipes 501 facilitates the gradual guiding of water on a side slope, the water is filtered by the first interception layer 4 and then is introduced into the fourth reinforcement cage 7, and the water accumulated in the fourth reinforcement cage 7 can be rapidly extracted through the connection of an external water pump and the drain pipe 801; the arrangement of the fifth reinforcement cage 9 and the sixth reinforcement cage 902 can connect two adjacent groups of first reinforcement cages 1, so that the overall strength is improved, a part of sliding bodies of a side slope can be supported and intercepted, and meanwhile, the other part of water on the side slope can be introduced into the second interception layer 903 to be filtered and then enter the fourth reinforcement cage 7 through the first water accumulation pipe 102, so that the drainage efficiency is further improved, and the anti-sliding strength is improved.
The embodiments of the present utility model have been described in detail with reference to the drawings, but the present utility model is not limited thereto, and various changes can be made within the knowledge of those skilled in the art without departing from the spirit of the present utility model.
Claims (7)
1. The utility model provides an anti-slide pile structure with drainage function, a serial communication port, including installing at the downthehole first steel reinforcement cage (1) of side slope stake, the inboard of first steel reinforcement cage (1) is provided with second steel reinforcement cage (3), be provided with first watering layer (2) between first steel reinforcement cage (1) and second steel reinforcement cage (3), the inboard of second steel reinforcement cage (3) is provided with third steel reinforcement cage (5), be provided with first interception layer (4) between second steel reinforcement cage (3) and third steel reinforcement cage (5), the inboard of third steel reinforcement cage (5) is provided with fourth steel reinforcement cage (7), be provided with second watering layer (6) between third steel reinforcement cage (5) and fourth steel reinforcement cage (7);
a plurality of first water accumulating pipes (102) are communicated between the first reinforcement cage (1) and the second reinforcement cage (3), a plurality of second water accumulating pipes (501) are communicated between the third reinforcement cage (5) and the fourth reinforcement cage (7), the first water accumulating pipes (102) and the second water accumulating pipes (501) are obliquely arranged and are matched with a slope, and a drainage mechanism is arranged in the fourth reinforcement cage (7).
2. The slide pile structure with the drainage function according to claim 1, wherein the cross sections of the first reinforcement cage (1) and the fourth reinforcement cage (7) are round, and the cross sections of the second reinforcement cage (3) and the third reinforcement cage (5) are square.
3. A slide pile construction with drainage function according to claim 1, characterized in that the first and the second watering layer (2, 6) are both provided as concrete layers; the first interception layer (4) is a cobble and sand mixing layer.
4. The slide-resistant pile structure with the drainage function according to claim 1, wherein a plurality of groups of connecting steel bars (101) are arranged between the first steel bar cage (1) and the second steel bar cage (3), between the second steel bar cage (3) and the third steel bar cage (5) and between the third steel bar cage (5) and the fourth steel bar cage (7).
5. The slide-resistant pile structure with the drainage function according to claim 1, wherein the drainage mechanism comprises a mounting seat (8) mounted on the top end of the fourth reinforcement cage (7) through bolts, a drainage pipe (801) is arranged in the middle of the mounting seat (8), a connecting valve is arranged on the top end of the drainage pipe (801), and the bottom end of the drainage pipe (801) extends to the inner bottom end of the fourth reinforcement cage (7).
6. The slide-resistant pile structure with the drainage function according to claim 1, further comprising an auxiliary mechanism, wherein the auxiliary mechanism comprises a fifth reinforcement cage (9) transversely arranged in a pile hole of a side slope, the fifth reinforcement cage (9) is connected with two adjacent groups of first reinforcement cages (1), a sixth reinforcement cage (902) is arranged on the inner side of the fifth reinforcement cage (9), the end portion of the sixth reinforcement cage (902) corresponds to a first water accumulation pipe (102) on the side wall of the first reinforcement cage (1), a third pouring layer (901) is arranged between the sixth reinforcement cage (902) and the fifth reinforcement cage (9), and a second interception layer (903) is arranged inside the sixth reinforcement cage (902).
7. The slide pile structure with the drainage function according to claim 6, characterized in that a third water accumulation pipe (904) is arranged between the fifth reinforcement cage (9) and the sixth reinforcement cage (902), and the third water accumulation pipe (904) is obliquely arranged and is matched with a slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322289361.XU CN220301364U (en) | 2023-08-23 | 2023-08-23 | Anti-slide pile structure with drainage function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322289361.XU CN220301364U (en) | 2023-08-23 | 2023-08-23 | Anti-slide pile structure with drainage function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220301364U true CN220301364U (en) | 2024-01-05 |
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ID=89353644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322289361.XU Active CN220301364U (en) | 2023-08-23 | 2023-08-23 | Anti-slide pile structure with drainage function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220301364U (en) |
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2023
- 2023-08-23 CN CN202322289361.XU patent/CN220301364U/en active Active
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