CN220202704U - Slope body water seepage prevention structure for rock-soil construction - Google Patents
Slope body water seepage prevention structure for rock-soil construction Download PDFInfo
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- CN220202704U CN220202704U CN202321113349.7U CN202321113349U CN220202704U CN 220202704 U CN220202704 U CN 220202704U CN 202321113349 U CN202321113349 U CN 202321113349U CN 220202704 U CN220202704 U CN 220202704U
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- 238000010276 construction Methods 0.000 title claims abstract description 27
- 239000002689 soil Substances 0.000 title claims abstract description 24
- 230000002265 prevention Effects 0.000 title claims abstract description 17
- 210000000476 body water Anatomy 0.000 title claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 225
- 230000000903 blocking effect Effects 0.000 claims abstract description 29
- 230000000149 penetrating effect Effects 0.000 claims abstract description 4
- 239000011435 rock Substances 0.000 claims description 10
- 230000002262 irrigation Effects 0.000 abstract description 4
- 238000003973 irrigation Methods 0.000 abstract description 4
- 230000002349 favourable effect Effects 0.000 abstract description 2
- 230000001737 promoting effect Effects 0.000 abstract 1
- 239000012466 permeate Substances 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to the technical field of rock-soil slope construction, in particular to a slope water seepage prevention structure for rock-soil construction, which comprises a top plate and a water blocking seat, wherein a water collecting layer I and a water collecting layer II which are arranged up and down are arranged between the top plate and the water blocking seat together, a water collecting main groove is formed in the water collecting layer I, a water collecting groove I and a water collecting groove II are respectively formed in the water collecting layer I and the water collecting layer II, water outlets I and water outlets II are respectively formed in parts, corresponding to the water collecting layer I and the water collecting layer II, of the water blocking seat, and a drain pipe is arranged in a penetrating manner in parts, corresponding to the water collecting main layer, of the water blocking seat; the bottom of one end of the water blocking seat far away from the water collecting total layer is provided with a water channel. The device reasonable in design, this prevention of seepage water structure not only can realize the quick discharge of rainwater, can also carry out the irrigation of the charge to the vegetation of planting, is favorable to promoting the firm degree of slope body, and can not appear the landslide phenomenon that vegetation lack of water leads to.
Description
Technical Field
The utility model relates to the technical field of rock-soil slope construction, in particular to a slope water seepage prevention structure for rock-soil construction.
Background
In geotechnical engineering, many factors influencing the stability of a side slope are included, such as the mechanical property, the section shape, the total height, the gradient, the external load and the like of the soil body of the geotechnical side slope. Therefore, before the side slope construction is implemented, a worker analyzes factors which possibly affect the stability of the side slope, then selects a proper reinforcement scheme according to the condition of a construction site, and performs construction according to the construction scheme during construction, so that the side slope reinforcement construction effect is ensured to the greatest extent.
Before the construction of the rock-soil slope, the water seepage early warning measures are required to be laid by combining local climate conditions, so that soil loss and even landslide phenomenon are prevented, in the prior art, the anti-drop net is only laid on the surface of the rock-soil slope, and the water seepage prevention purpose is achieved in the mode of pouring concrete at the bottom, but in heavy rain or in the case of large rainwater quantity, the rainwater loss is rapid, vegetation on the slope is greatly influenced, vegetation is not easy to survive, and the stability of the slope is influenced. For this reason, there is a need to propose an improvement for solving the above-mentioned problems.
Disclosure of Invention
The utility model aims to solve the defects in the prior art, and provides the slope water seepage prevention structure for the rock and soil construction, which not only can realize rapid drainage of rainwater, but also can irrigate the planted vegetation in a charged manner, is beneficial to improving the stability of the slope, and can not generate landslide phenomenon caused by vegetation water shortage.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the slope body water seepage prevention structure for the rock-soil construction comprises a top plate and a water blocking seat, wherein a water collecting layer I and a water collecting layer II are arranged between the top plate and the water blocking seat, a water collecting layer I and a water collecting layer II are arranged between the water collecting layer I and the top plate together, a water collecting tank is arranged on the water collecting layer I, a water collecting tank I and a water collecting tank II are respectively arranged on the water collecting layer I and the water collecting layer II, a water outlet hole I and a water outlet hole II are respectively arranged on a part of the water collecting layer corresponding to the water collecting layer I and the water collecting layer II, and a drain pipe is arranged on a part of the water blocking seat corresponding to the water collecting layer in a penetrating mode; and a water channel is arranged at the bottom of one end of the water blocking seat, which is far away from the water collecting total layer.
Preferably, a first inserting plate is arranged at the lower part of one end, far away from the water collection total layer, of the top plate, a second inserting plate is arranged at the lower end of the water collection total layer, and the bottoms of the first inserting plate and the second inserting plate are both conical.
Preferably, the top plate is provided with water collecting holes corresponding to the first water collecting layer, the second water collecting layer and the upper end of the total water collecting layer.
Preferably, an anti-drop net is commonly installed between the top plate and the water collecting total layer.
Preferably, the expansion angles of the water collecting total layer, the water collecting layer I and the water collecting layer II are all 135 degrees.
Preferably, the water blocking seat is hollow, and the water blocking seat is formed by pouring concrete.
Preferably, the upper end of the anti-drop net is connected with the top plate, and the lower end of the anti-drop net is connected with the lower end of the water collection total layer.
Compared with the prior art, the utility model has the following beneficial effects:
rainwater permeates the water collection total layer, the water collection layer I and the water collection layer II through the water collection holes on the top plate and vegetation positions on the anti-drop net, and under the arrangement of the water collection total layer, the water collection layer I and the water collection layer II, flowing rainwater on the slope body on the top plate and the top plate respectively enters the water collection tank I and the water collection tank II through the water collection holes, further rainwater in the water collection tank I and the water collection tank II respectively enters the water collection total tank in the water collection total layer through the water outlet holes and the water outlet holes, meanwhile, rainwater on vegetation also permeates the water collection total tank, sapling vegetation in the anti-drop net obtains the irrigation of rainwater, and redundant rainfall is permeated to the bottom of the water collection total layer through rock soil in the water collection total tank and is discharged into a water channel through a drain pipe, so that the whole slope body can realize the rapid discharge of rainwater in a rainy season or a storm period, irrigation can also be carried out on the planted vegetation, the stability of the slope lifting body is facilitated, and vegetation phenomenon caused by water shortage does not occur.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of a part of the installation structure of the water collecting mechanism of the present utility model;
FIG. 3 is a schematic view of a water blocking seat according to the present utility model;
FIG. 4 is a schematic view of a water collecting mechanism according to the present utility model;
fig. 5 is a side view of a portion of the structure of the present utility model.
In the figure: 1. a top plate; 2. a water blocking seat; 3. a canal; 4. a plugboard I; 5. a water collecting layer I; 6. a water collecting layer II; 7. a water collection total layer; 8. an anti-drop net; 9. a water collecting hole; 10. a drain pipe; 11. a water outlet hole I; 12. a water outlet hole II; 13. a second plugboard; 14. a water collecting tank I; 15. a water collecting tank II; 16. and a water collecting main tank.
Detailed Description
The following description is presented to enable one of ordinary skill in the art to make and use the utility model. The preferred embodiments in the following description are by way of example only and other obvious variations will occur to those skilled in the art.
The slope water seepage prevention structure for the rock-soil construction shown in the attached drawings 1-5 comprises a top plate 1 and a water blocking seat 2, a water collecting layer 7 arranged between the top plate 1 and the water blocking seat 2, a water collecting layer I5 and a water collecting layer II 6 which are arranged up and down are arranged between the water collecting layer 7 and the top plate 1 together, a water collecting total groove 16 is formed in the water collecting layer 7, a water collecting groove I14 and a water collecting groove II 15 are formed in the water collecting layer I5 and the water collecting layer II 6 respectively, a water outlet hole I11 and a water outlet hole II 12 are formed in parts of the water collecting layer I7 corresponding to the water collecting layer I5 and the water blocking seat 2 corresponding to the water collecting layer 7 respectively, and a drain pipe 10 is arranged in a penetrating manner in parts of the water blocking seat 2 corresponding to the water collecting layer 7; the water channel 3 is arranged at the bottom of one end of the water blocking seat 2 far away from the water collecting total layer 7, an anti-drop net 8 is jointly installed between the top plate 1 and the water collecting total layer 7, the upper end of the anti-drop net 8 is connected with the top plate 1, and the lower end of the anti-drop net 8 is connected with the lower end of the water collecting total layer 7.
When the construction method is used for rock-soil slope construction, firstly, a water collecting total layer 7, a water collecting layer I5 and a water collecting layer II 6 are respectively pre-buried, rock soil is filled in the water collecting total layer 7, the water collecting layer I5 and the water collecting layer II 6 and compacted, then the top plate 1 is inserted and installed through the plugboard I4, the water blocking seat 2 and the water channel 3 are arranged, an anti-drop net 8 is arranged between the bottom end of the water collecting layer 7 and the top plate 1, and sapling and other vegetation are planted at the gap of the anti-drop net 8; in the actual use, rainwater permeates water collection total layer 7, water collection layer one 5 and water collection layer two 6 through water collection hole 9 and the vegetation department on anticreep net 8 on roof 1, and under the setting of water collection total layer 7, water collection layer one 5 and water collection layer two 6, the rainwater that flows on the slope of roof 1 and roof 1 upside gets into water collection tank one 14 and water collection tank two 15 respectively through water collection hole 9, further be in water collection tank one 14 and water collection tank two 15 in the rainwater respectively through apopore one 11 and apopore 12 get into water collection total tank 16 in the water collection total layer 7, rainwater on vegetation also permeate water collection total tank 16 simultaneously, sapling vegetation that is planted on anticreep net 8 at this moment obtains the irrigation of rainwater, and unnecessary rainfall all permeates to the bottom of water collection total layer 7 through the ground in the water collection total tank 16, and is discharged to the ditch 3 by drain pipe 10.
The lower part of one end of the top plate 1, which is far away from the water collection total layer 7, is provided with a first plugboard 4, the lower end of the water collection total layer 7 is provided with a second plugboard 13, the bottoms of the first plugboard 4 and the second plugboard 13 are conical, and the top plate 1 is provided with water collection holes 9 corresponding to the first water collection layer 5, the second water collection layer 6 and the upper end of the water collection total layer 7.
The expansion angles of the water collecting total layer 7, the water collecting layer I5 and the water collecting layer II 6 are 135 degrees, so that the water seepage can be realized quickly, and the water seepage prevention function can be provided.
The water blocking seat 2 is hollow, the water blocking seat 2 is formed by concrete pouring, and through the water blocking seat 2 with a hollow structure, the support to the bottom of the slope body can be realized, the materials can be saved, and the construction expenditure can be reduced.
The working principle of the utility model is as follows:
referring to the attached drawings 1-5 in the specification, when the rock-soil slope construction is carried out, firstly, a water collecting total layer 7, a water collecting layer I5 and a water collecting layer II 6 are respectively pre-buried, rock soil is filled on the water collecting total layer 7, the water collecting layer I5 and the water collecting layer II 6 and compacted, then a top plate 1 is inserted and installed through a plugboard I4, a water blocking seat 2 and a water channel 3 are arranged, an anti-drop net 8 is arranged between the bottom end of the water collecting layer 7 and the top plate 1, and sapling and other vegetation are planted at the gap of the anti-drop net 8;
in the actual use process, rainwater permeates into the water collecting total layer 7, the water collecting layer I5 and the water collecting layer II 6 through the water collecting holes 9 on the top plate 1 and vegetation positions on the anti-drop net 8, under the arrangement of the water collecting total layer 7, the water collecting layer I5 and the water collecting layer II 6, flowing rainwater on slopes on the top plate 1 and the upper side of the top plate 1 respectively enters the water collecting tank I14 and the water collecting tank II 15 through the water collecting holes 9, further rainwater in the water collecting tank I14 and the water collecting tank II 15 respectively enters the water collecting total tank 16 in the water collecting total layer 7 through the water outlet holes 11 and the water outlet holes 12, meanwhile, rainwater on vegetation also permeates into the water collecting total tank 16, sapling vegetation planted on the anti-drop net 8 at this time is irrigated by the rainwater, and redundant rainfall is permeated to the bottom of the water collecting total layer 7 through the rock soil in the water collecting total tank 16 and is discharged into the water channel 3 through the water discharging pipe 10, the whole slope is not only in a rainy season or a rainstorm period, the phenomenon that the water can not be stably discharged is not realized, and the vegetation can not be stably lifted, the vegetation can not be lifted, the vegetation can be lifted rapidly, and the vegetation can not be stably easily caused;
to sum up: the seepage-proofing structure not only can realize quick discharge of rainwater, but also can irrigate the planted vegetation by a large amount, is favorable for improving the stability of the slope body, and can not generate landslide phenomenon caused by vegetation water shortage.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made therein without departing from the spirit and scope of the utility model, which is defined by the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (7)
1. The utility model provides a slope body water seepage prevention structure for ground construction which characterized in that: the water collecting device comprises a top plate (1) and a water blocking seat (2), wherein a water collecting total layer (7) is arranged between the top plate (1) and the water blocking seat (2), a water collecting layer I (5) and a water collecting layer II (6) which are arranged up and down are arranged between the water collecting total layer (7) and the top plate (1), a water collecting total groove (16) is formed in the water collecting total layer (7), a water collecting groove I (14) and a water collecting groove II (15) are respectively formed in the water collecting layer I (5) and the water collecting layer II (6), a water outlet hole I (11) and a water outlet hole II (12) are respectively formed in the water collecting total layer (7) corresponding to the water collecting layer I (5) and the water collecting groove II (6), and a drain pipe (10) is arranged in a penetrating mode in the water blocking seat (2) corresponding to the water collecting total layer (7); the water channel (3) is arranged at the bottom of one end of the water blocking seat (2) far away from the water collecting total layer (7).
2. The slope water seepage prevention structure for geotechnical construction according to claim 1, wherein a first plugboard (4) is installed at the lower part of one end of the top board (1) far away from the total water collection layer (7), a second plugboard (13) is installed at the lower end of the total water collection layer (7), and bottoms of the first plugboard (4) and the second plugboard (13) are both cone-shaped.
3. The slope body water seepage prevention structure for rock and soil construction according to claim 1, wherein the top plate (1) is provided with water collecting holes (9) corresponding to the first water collecting layer (5), the second water collecting layer (6) and the total water collecting layer (7).
4. The slope body water seepage prevention structure for rock and soil construction according to claim 1, wherein an anti-drop net (8) is jointly installed between the top plate (1) and the water collection total layer (7).
5. The slope body water seepage prevention structure for rock and soil construction according to claim 1, wherein the expansion angles of the water collecting total layer (7), the water collecting layer one (5) and the water collecting layer two (6) are 135 degrees.
6. The slope body water seepage prevention structure for rock and soil construction according to claim 1, wherein the water blocking seat (2) is hollow, and the water blocking seat (2) is formed by concrete pouring.
7. The slope body water seepage prevention structure for rock and soil construction according to claim 4, wherein the upper end of the anti-drop net (8) is connected with the top plate (1), and the lower end of the anti-drop net (8) is connected with the lower end of the water collection total layer (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321113349.7U CN220202704U (en) | 2023-05-10 | 2023-05-10 | Slope body water seepage prevention structure for rock-soil construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321113349.7U CN220202704U (en) | 2023-05-10 | 2023-05-10 | Slope body water seepage prevention structure for rock-soil construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220202704U true CN220202704U (en) | 2023-12-19 |
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ID=89148804
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321113349.7U Active CN220202704U (en) | 2023-05-10 | 2023-05-10 | Slope body water seepage prevention structure for rock-soil construction |
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| Country | Link |
|---|---|
| CN (1) | CN220202704U (en) |
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2023
- 2023-05-10 CN CN202321113349.7U patent/CN220202704U/en active Active
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