CN220080223U - Drainage structures suitable for rock slope - Google Patents
Drainage structures suitable for rock slope Download PDFInfo
- Publication number
- CN220080223U CN220080223U CN202321446999.3U CN202321446999U CN220080223U CN 220080223 U CN220080223 U CN 220080223U CN 202321446999 U CN202321446999 U CN 202321446999U CN 220080223 U CN220080223 U CN 220080223U
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- China
- Prior art keywords
- main flow
- water guide
- flow pipe
- drainage structure
- rock slope
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Links
- 239000011435 rock Substances 0.000 title claims abstract description 27
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 65
- 230000000149 penetrating effect Effects 0.000 claims abstract description 18
- 238000013016 damping Methods 0.000 abstract description 7
- 239000007788 liquid Substances 0.000 abstract description 5
- 239000003822 epoxy resin Substances 0.000 abstract description 2
- 229920000647 polyepoxide Polymers 0.000 abstract description 2
- 238000010521 absorption reaction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 239000004575 stone Substances 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to a drainage structure suitable for a rock slope, and belongs to the technical field of rock slope drainage. The technical scheme is mainly aimed at solving the problem that the existing rock slope drainage structure can not absorb the impact transmitted to the water guide component, and comprises a water guide shell and a main flow pipe, wherein the bottom of the water guide shell is provided with the main flow pipe in a penetrating way; the inner wall internally mounted of water guide shell has a plurality of springs, the inner wall inside of water guide shell has arranged the buffer layer. According to the utility model, the spring and the damping layer are arranged, the spring is arranged in the water guide shell, when the impact force is transmitted to the inside of the water guide shell, the spring is elastically deformed to primarily absorb the impact force, and when the impact force is transmitted to the inside of the damping layer, the epoxy resin liquid in the damping layer fluctuates to further absorb the impact force, so that the structural strength of the water guide shell is improved, and the strength of a drainage structure is improved.
Description
Technical Field
The utility model relates to the technical field of slope drainage, in particular to a drainage structure suitable for a rock slope.
Background
The rock slope is used as a modern common protection component, and the main effect of the rock slope is to construct the outside of mountain roads, so as to provide shielding for mountain soil and prevent landslide from occurring, and in the existing rock slope construction process, in order to prevent the rock slope from being damaged under the erosion action of water, the water is required to be released into the external environment, at the moment, a rock slope drainage structure is required, and the existing rock slope drainage structure is lack of a water guide and shock absorption component, so that when the water and stones of the mountain are conducted to the inside of the water guide, the water guide component can absorb impact, and the water guide component is prevented from being damaged.
Compared with the existing rock slope drainage structure, the water guide and shock absorption component is added, when the stone blocks of the water body and the mountain fall to the top of the water guide component, the water guide component can absorb impact force, deformation of the water guide component caused by impact is prevented, and the service life of the water guide component is prolonged.
Disclosure of Invention
The utility model aims at solving the problems in the background technology and provides a drainage structure suitable for a rock slope.
The technical scheme of the utility model is as follows: the drainage structure suitable for the rock slope comprises a water guide shell and a main flow pipe, wherein the bottom of the water guide shell is provided with the main flow pipe in a penetrating way;
the inner wall internally mounted of water guide shell has a plurality of springs, the inner wall inside of water guide shell has arranged the buffer layer, and the buffer layer is located the outside of spring.
Preferably, a connecting seat is arranged on the back surface of the main flow pipe.
Preferably, the back of the connecting seat is provided with an active electrode.
Preferably, the two sides of the connecting seat are provided with connecting wires in a penetrating way, and two ends of the connecting wires are respectively connected with the main flow pipe and the active electrode.
Preferably, the front surface of the main flow pipe is provided with a first shunt pipe in a penetrating way, the front surface of the main flow pipe is provided with a second shunt pipe in a penetrating way, and the second shunt pipe is positioned below the first shunt pipe.
Preferably, two groups of interception nets are arranged on the inner side of the main flow pipe through a fixed ring.
Preferably, the fixed sheets are arranged on two sides of the water guide shell, and three groups of thread fixing holes are formed in the top of the fixed sheet in a penetrating mode.
Compared with the prior art, the utility model has the following beneficial technical effects:
1. according to the utility model, the spring and the damping layer are arranged, the spring is arranged in the water guide shell, when the impact force is transmitted to the inside of the water guide shell, the spring is elastically deformed to primarily absorb the impact force, and when the impact force is transmitted to the inside of the damping layer, the epoxy resin liquid in the damping layer fluctuates to further absorb the impact force, so that the structural strength of the water guide shell is improved, and the strength of a drainage structure is improved.
Drawings
FIG. 1 shows a schematic diagram of a drainage structure suitable for a rocky slope according to the present utility model;
FIG. 2 is a schematic cross-sectional view of the connecting portion of the main flow tube of FIG. 1;
FIG. 3 is a schematic view of the connection portion at A in FIG. 2;
fig. 4 is a schematic structural view of a cross-sectional connecting portion of the water guiding shell of fig. 1.
Reference numerals: 1. a water guiding shell; 2. a main flow tube; 3. a spring; 4. a shock absorbing layer; 5. a connecting seat; 6. an active electrode; 7. connecting wires; 8. a first shunt; 9. a second shunt tube; 10. an interception net; 11. a fixing piece; 12. and a threaded fixing hole.
Detailed Description
The technical scheme of the utility model is further described below with reference to the attached drawings and specific embodiments.
Example 1
As shown in fig. 1, 2, 3 and 4, the drainage structure for a rock slope according to the present utility model comprises a water guiding shell 1 and a main flow pipe 2, wherein the main flow pipe 2 is installed at the bottom of the water guiding shell 1 in a penetrating manner, the water guiding shell 1 provides fixing points for the main flow pipe 2, a spring 3, a damping layer 4 and a fixing piece 11 installed on the outer surface and the inner side of the water guiding shell 1, when water leaks into the inner side of the water guiding shell 1 through the slope, the water guiding shell 1 guides the water into the main flow pipe 2, the main flow pipe 2 is installed at the bottom of the water guiding shell 1 in a penetrating manner, and when the water leaks into the main flow pipe 2, the main flow pipe 2 guides the water into the first shunt pipe 8 and the second shunt pipe 9 respectively, and guides the water to the outer side of the rock slope; the back of the main flow pipe 2 is provided with a connecting seat 5, the connecting seat 5 is arranged on the back of the main flow pipe 2 and provides a fixed point for an active electrode 6 and a connecting wire 7 which are arranged on the back of the main flow pipe 2, the back of the connecting seat 5 is provided with the active electrode 6, the active electrode 6 is made of metal materials with higher activity, the active electrode 6 is rusted prior to the water vapor reaction in the external environment and transmits partial electrons to the inside of the connecting wire 7, the connecting wire 7 is arranged on two sides of the connecting seat 5 in a penetrating way, the two ends of the connecting wire 7 are respectively connected with the main flow pipe 2 and the active electrode 6, when the electrons are transmitted to the inside of the connecting wire 7, the connecting wire 7 transmits the electrons to the inside of the main flow pipe 2 and supplements the electrons for the main flow pipe 2, thereby delaying the rusting speed of a drainage structure, the front of the main flow pipe 2 is provided with a first shunt pipe 8 in a penetrating way, when the liquid level inside the main flow pipe 2 is higher than the upper part of the first shunt pipe 8, the first shunt pipe 8 guides the water body to the external environment to accelerate the release speed of the water body, the second shunt pipe 9 is arranged on the front surface of the main flow pipe 2 in a penetrating way, the second shunt pipe 9 is positioned below the first shunt pipe 8, when the liquid level inside the main flow pipe 2 is higher than the upper part of the second shunt pipe 9, the second shunt pipe 9 guides the water body to the external environment to further accelerate the release speed of the water body, the inner side of the main flow pipe 2 is provided with two groups of interception nets 10 through a fixed ring, the interception nets 10 are arranged on the inner side of the main flow pipe 2 to prevent sundries in the external environment from entering the main flow pipe 2 to further influence the smoothness inside the main flow pipe 2, the fixed sheets 11 are arranged on the two sides of the water guide shell 1 to provide fixed points for three groups of screw thread fixed holes 12 which are arranged on the top in a penetrating way, three sets of thread fixing holes 12 are formed in the top of the fixing piece 11 in a penetrating mode, before the device is used, the external bolts are inserted into the thread fixing holes 12, the external bolts are inserted into the external fixing plane, and fixing of the drainage structure is achieved.
The working principle of the drainage structure suitable for the rock slope is that firstly, the drainage structure is installed inside the rock slope, then an external bolt is inserted into a threaded fixing hole 12, and the external bolt is inserted into an external fixing plane to complete fixing of the drainage structure, when water flows to the top of a water guiding shell 1, a main flow pipe 2 guides the water to the interiors of a first flow dividing pipe 8 and a second flow dividing pipe 9 respectively, guides the water to the outer side of the rock slope, and completes water guiding out of the interior of the rock slope, so that the structural strength of the rock slope is guaranteed.
Example two
As shown in fig. 1 and fig. 4, the drainage structure for a rock slope according to the present utility model further includes: the inner wall internally mounted of water conservancy diversion shell 1 and spring 3, the inner wall internally mounted of water conservancy diversion shell 1 has a plurality of springs 3, spring 3 installs the inside to water conservancy diversion shell 1, when the impact force conduction is to the inside of water conservancy diversion shell 1, spring 3 takes place elastic deformation, preliminary absorption is carried out to the impact force, the inner wall inside of water conservancy diversion shell 1 has arranged buffer layer 4, and buffer layer 4 is located the outside of spring 3, when the impact force conduction is to the inside of buffer layer 4, the inside epoxy liquid of buffer layer 4 takes place undulantly, further absorb the impact force, and then promote the structural strength of water conservancy diversion shell 1, promote drainage structure's intensity.
The above-described embodiments are merely a few preferred embodiments of the present utility model, and many alternative modifications and combinations of the above-described embodiments will be apparent to those skilled in the art based on the technical solutions of the present utility model and the related teachings of the above-described embodiments.
Claims (7)
1. The utility model provides a drainage structures suitable for rock slope, includes water guiding shell (1) and mainstream pipe (2), its characterized in that: a main flow pipe (2) is arranged at the bottom of the water guide shell (1) in a penetrating way;
the inner wall internally mounted of water conservancy diversion shell (1) has a plurality of springs (3), the inner wall inside of water conservancy diversion shell (1) has arranged buffer layer (4), and buffer layer (4) are located the outside of spring (3).
2. A drainage structure for rocky slopes according to claim 1, characterized in that the back of the main flow pipe (2) is fitted with a connection seat (5).
3. A drainage structure for rocky slopes according to claim 2, characterized in that the back of the connection seat (5) is fitted with an active electrode (6).
4. The drainage structure suitable for the rock slope according to claim 2, wherein connecting wires (7) are installed on two sides of the connecting seat (5) in a penetrating mode, and two ends of the connecting wires (7) are connected with the main flow pipe (2) and the active electrode (6) respectively.
5. A drainage structure suitable for a rock slope according to claim 1, characterized in that the front side of the main flow pipe (2) is provided with a first shunt pipe (8) in a penetrating way, the front side of the main flow pipe (2) is provided with a second shunt pipe (9) in a penetrating way, and the second shunt pipe (9) is positioned below the first shunt pipe (8).
6. A drainage structure for rocky slopes according to claim 1, characterized in that the inside of the main flow pipe (2) is fitted with an interception net (10) by means of a fixed ring.
7. The drainage structure suitable for the rock slope according to claim 1, wherein fixing plates (11) are arranged on two sides of the water guide shell (1), and three groups of threaded fixing holes (12) are formed in the top of each fixing plate (11) in a penetrating mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321446999.3U CN220080223U (en) | 2023-06-08 | 2023-06-08 | Drainage structures suitable for rock slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321446999.3U CN220080223U (en) | 2023-06-08 | 2023-06-08 | Drainage structures suitable for rock slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220080223U true CN220080223U (en) | 2023-11-24 |
Family
ID=88814020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321446999.3U Active CN220080223U (en) | 2023-06-08 | 2023-06-08 | Drainage structures suitable for rock slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220080223U (en) |
-
2023
- 2023-06-08 CN CN202321446999.3U patent/CN220080223U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |