CN216586592U - Side slope drainage structures who prevents collapsing - Google Patents
Side slope drainage structures who prevents collapsing Download PDFInfo
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- CN216586592U CN216586592U CN202122445549.XU CN202122445549U CN216586592U CN 216586592 U CN216586592 U CN 216586592U CN 202122445549 U CN202122445549 U CN 202122445549U CN 216586592 U CN216586592 U CN 216586592U
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- side slope
- slope
- drainage
- sewer
- filter screen
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- 230000002457 bidirectional effect Effects 0.000 claims abstract description 14
- 230000001681 protective effect Effects 0.000 claims description 10
- 241001233242 Lontra Species 0.000 claims description 2
- 239000011435 rock Substances 0.000 abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 15
- 239000002689 soil Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a collapse-preventing side slope drainage structure which comprises a side slope, wherein the side slope is arranged on the outer side of a main drainage pipe, a catch basin is arranged at the top end of the side slope, first filter screen covers are arranged at the lower end of the catch basin at equal intervals, the main drainage pipe is arranged on the lower side of each first filter screen cover, slope drainage grooves are formed in the inclined surface of the side slope at equal intervals, the upper ends of the slope drainage grooves are communicated with the catch basin, secondary drainage pipes are obliquely arranged on the inner side of the side slope at equal intervals, second filter screen covers are arranged on the upper sides of the secondary drainage pipes, a sewer is arranged on the lower side of the side slope, a sewer screen plate is arranged on the left side of the sewer, brackets are arranged at the left end and the right end of the sewer, the side slope is connected with the left side of the bracket, and a bidirectional screw rod is arranged between the two brackets. This prevent slope drainage structures of landslide has multiple drainage structures, can accelerate drainage speed, prevents ponding, has the protection network, can get off the rock interception when taking place the rock not hard up, prevents that the direct landing of rock from getting off and causing the landslide.
Description
Technical Field
The utility model relates to the technical field of side slope drainage, in particular to an anti-collapse side slope drainage structure.
Background
The side slope refers to a slope surface with a certain slope and made on two sides of the roadbed for ensuring the stability of the roadbed, and is classified according to the causes: can be divided into an artificial side slope and a natural side slope; classifying according to stratum lithology: can be divided into soil slopes and rock slopes, a: the method is divided into the following steps according to the structure of a rock stratum: 1, a layered structure side slope, 2 block structure side slopes and 3 a net structure side slope; b: the method is divided into the following according to the relation between the rock formation tendency and the slope direction: 1, a forward side slope, a 2-reverse side slope and a 3-vertical side slope, which are classified according to service life: and can be divided into permanent slopes and temporary slopes.
For example, a side slope and a side slope drainage structure with the publication number of CN209429146U, a gravel layer is paved on the surface of a side slope body to increase the strength of the surface of the side slope, a filter layer is used for filtering moisture to enable the water to smoothly flow downwards, a slope body geotextile is used for enabling the moisture to permeate downwards, and meanwhile, the construction is convenient, a plurality of water seepage holes are formed in the water seepage layer to guide the moisture into a water storage layer conveniently, then the permeated moisture flows into a drainage pipe through a V-shaped edge at the bottom edge and then flows into a reservoir, so that the purpose of conveniently draining the side slope is achieved, but the structure still has certain defects;
1. the existing side slope drainage structure is simple, drainage is carried out only by the inclined plane of the slope, water is drained to a sewer, the drainage mode is slow, and when rainfall is very large, rainwater cannot be drained timely, accumulated water can be caused, and soil is loosened.
2. The existing side slope is not protected on the inclined plane, but collapse is possibly caused when rocks or soil blocks on the inclined plane are loosened, and a structure capable of preventing the collapse is not provided.
Aiming at the problems, innovative design is urgently needed on the basis of the original side slope structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a landslide prevention side slope drainage structure, and aims to solve the problems that the existing side slope drainage structure in the background art is simple, only the slope of a slope is used for drainage, water is drained into a sewer, the drainage mode is slow, rainwater cannot be drained timely when rainfall is very large, accumulated water is generated, soil quality is loose, the existing side slope is not protected on the slope, landslide is possibly caused when rocks or soil blocks on the slope are loosened, and the landslide prevention structure is not available.
In order to achieve the purpose, the utility model provides the following technical scheme: an anti-collapse slope drainage structure comprising:
the side slope is arranged outside the main drainage pipe, the top end of the side slope is provided with a water interception ditch, the lower end of the water interception ditch is equidistantly provided with a first filter screen cover, the lower side of the first filter screen cover is provided with the main drainage pipe, the inclined plane of the side slope is equidistantly provided with a slope drainage groove, the upper end of the slope drainage groove is communicated with the water interception ditch, the inclined plane of the slope drainage groove is equidistantly provided with a second filter screen cover, the inner side of the side slope is obliquely provided with a secondary drainage pipe at an equal interval, and the upper side of the secondary drainage pipe is provided with a second filter screen cover;
the sewer, its downside at the side slope is installed to the sewer left side, sewer otter board is installed in the sewer left side, fixed mounting has the motor in the middle of the sewer, and installs the main shaft on the left of the motor to first conical gear is installed to the main shaft left end, the support is installed at both ends about the sewer, and is connected with the side slope on the left of the support, and installs two-way hob between two supports.
Preferably, the side slope is further provided with:
and the auxiliary drainage pipe is obliquely arranged on the inner side of the side slope, the upper end of the auxiliary drainage pipe is communicated with the main drainage pipe, and the right side of the auxiliary drainage pipe is equidistantly connected with an auxiliary drainage pipe.
Preferably, the side slope is further provided with:
the protective net is arranged on the inclined plane of the side slope at equal intervals, and the four corners of the protective net are connected with ground inserting positioning pins which are arranged on the inclined plane of the side slope.
Preferably, the bidirectional screw rod is further provided with:
and the second bevel gear is arranged in the middle of the bidirectional screw rod, the right side of the second bevel gear is in meshed connection with the first bevel gear, and the bidirectional screw rod forms a rotating structure with the main shaft through the second bevel gear and the first bevel gear.
Compared with the prior art, the utility model has the beneficial effects that: this prevent slope drainage structures of landslide has multiple drainage structures, can accelerate drainage speed, prevents ponding, has the protection network simultaneously, can intercept the rock when taking place the rock not hard up, prevents that the direct landing of rock from getting off and causing the landslide.
1. The top end of the side slope is provided with a cut-off ditch, the lower end of the cut-off ditch is equidistantly provided with a first filter screen cover, the lower side of the first filter screen cover is provided with a main drainage pipe, the inclined surface of the side slope is equidistantly provided with a slope drainage groove, the upper end of the slope drainage groove is communicated with the cut-off ditch, the inclined surface of the slope drainage groove is equidistantly provided with a second filter screen cover, the upper end of an auxiliary drainage pipe is communicated with the main drainage pipe, the right side of the auxiliary drainage pipe is equidistantly connected with the upper side of a secondary drainage pipe, the second filter screen cover is arranged, a two-way screw rod is arranged between the two supports, the two-way screw rod forms a rotating structure with the main shaft through a second bevel gear and a first bevel gear, when raining, rainwater flows into the main drainage pipe from the cut-off ditch and is discharged out through the main drainage pipe, meanwhile, a part of the rainwater in the cut-off ditch flows down from the slope drainage groove, and then a part of the rainwater is discharged into the auxiliary drainage pipe or the main drainage pipe from the secondary drainage pipe again when the rainwater flows in the slope drainage groove, then discharge away, during some discharges the sewer through slope water drainage tank at last, when rainstorm, the sewer also can't in time advance the drainage, two-way hob rotates, discharges away the rainwater in front of the sewer from both sides fast to increase drainage rate.
2. The protection net is equidistantly arranged on the inclined plane of the side slope, the four corners of the protection net are connected with the ground inserting positioning pins which are arranged on the inclined plane of the side slope, the protection net is nailed on the side slope through the ground inserting positioning pins, when rocks of the side slope are loosened, the rocks can be intercepted, and collapse is prevented.
Drawings
FIG. 1 is a schematic side view of the present invention;
FIG. 2 is a side cross-sectional structural view of the ground engaging locating pin of the present invention;
FIG. 3 is a schematic side sectional view of the main drain pipe of the present invention;
FIG. 4 is a schematic top view of the present invention;
FIG. 5 is a schematic cross-sectional view at A in FIG. 4 according to the present invention.
In the figure: 1. side slope; 2. intercepting a ditch; 3. a main drain pipe; 4. a first filter screen cover; 5. an auxiliary drain pipe; 6. a slope drainage channel; 7. a secondary drainage pipeline; 8. a second filter screen cover; 9. a ground insertion positioning pin; 10. a protective net; 11. a sewer; 12. a sewer pipe screen plate; 13. a motor; 14. a main shaft; 15. a first bevel gear; 16. a second bevel gear; 17. a bidirectional screw rod; 18. and (4) a bracket.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides a technical solution: an anti-collapse slope drainage structure comprising: the device comprises a side slope 1, a catch basin 2, a main drainage pipe 3, a first filter screen cover 4, an auxiliary drainage pipe 5, a slope drainage groove 6, a secondary drainage pipe 7, a second filter screen cover 8, a ground inserting positioning pin 9, a protective screen 10, a sewer 11, a sewer net plate 12, a motor 13, a main shaft 14, a first conical gear 15, a second conical gear 16, a bidirectional screw rod 17 and a support 18;
referring to fig. 1, 2 and 3, a side slope 1 is provided at an outer side of a main drainage pipe 3, a cut-off trench 2 is formed at a top end of the side slope 1, first filter screen covers 4 are installed at lower ends of the cut-off trench 2 at equal intervals, the main drainage pipe 3 is installed at a lower side of the first filter screen cover 4, slope drainage grooves 6 are formed at an inclined surface of the side slope 1 at equal intervals, upper ends of the slope drainage grooves 6 are communicated with the cut-off trench 2, second filter screen covers 8 are installed at the inclined surfaces of the slope drainage grooves 6 at equal intervals, a secondary drainage pipe 7 is installed at an inner side of the side slope 1 at equal intervals, the second filter screen cover 8 is installed at an upper side of the secondary drainage pipe 7, rainwater falls in the cut-off trench 2, rainwater flows into the main drainage pipe 3 through the first filter screen cover 4 from the cut-off trench 2 and is discharged through the main drainage pipe 3, and a part of rainwater in the cut-off trench 2 flows down from the slope drainage groove 6 and then flows through the slope drainage groove 6, one part of the water is discharged from the secondary drainage pipe 7 to the secondary drainage pipe 5 or the main drainage pipe 3 through the second filter screen cover 8 and then discharged, and the other part of the water is discharged to the sewer 11 through the slope drainage groove 6, and the protective screen 10 is nailed on the side slope 1 through the ground inserting positioning pin 9, so that when the rocks of the side slope 1 are loosened, the protective screen 10 can block the rocks to prevent landslide.
Referring to fig. 4 and 5, a sewer 11 is installed at the lower side of a side slope 1, a sewer mesh plate 12 is installed at the left side of the sewer 11, a motor 13 is fixedly installed in the middle of the sewer 11, a main shaft 14 is installed at the left side of the motor 13, a first bevel gear 15 is installed at the left end of the main shaft 14, supports 18 are installed at the left end and the right end of the sewer 11, the side slope 1 is connected to the left side of the support 18, a bidirectional screw rod 17 is installed between the two supports 18, when rainstorm occurs and the sewer 11 cannot enter or drain water in time, the motor 13 is started, the motor 13 drives the main shaft 14 to rotate, the main shaft 14 drives the bidirectional screw rod 17 to rotate through the first bevel gear 15 and the second bevel gear 16, the bidirectional screw rod 17 rotates to discharge rainwater in front of the sewer 11 from both sides quickly, and the drainage speed is increased.
The working principle is as follows: when the device is used, firstly, according to the structure shown in the figures 1-3, when raining, rainwater falls in the intercepting drain 2, flows into the main drainage pipe 3 from the intercepting drain 2 through the first filter screen cover 4, is drained through the main drainage pipe 3, meanwhile, part of rainwater in the intercepting drain 2 flows down from the slope drainage groove 6, when the rainwater flows in the slope drainage groove 6, part of the rainwater passes through the second filter screen cover 8 again and is drained into the auxiliary drainage pipe 5 or the main drainage pipe 3 from the secondary drainage pipe 7, then is drained, and finally, part of the rainwater is drained into the sewer 11 through the slope drainage groove 6, the protective net 10 is nailed on the side slope 1 through the ground positioning pin 9, when rocks of the side slope 1 are loosened, the protective net 10 can intercept the rocks, and prevent the side slope from collapsing;
according to the figures 4-5, when the sewer 11 cannot be drained in time during rainstorm, the motor 13 is started, the motor 13 drives the main shaft 14 to rotate, the main shaft 14 drives the bidirectional screw rod 17 to rotate through the first bevel gear 15 and the second bevel gear 16, the bidirectional screw rod 17 rotates to quickly drain rainwater in front of the sewer 11 from two sides, and the drainage speed is increased.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments 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 (4)
1. The utility model provides a side slope drainage structures of anti-collapse side which characterized in that includes:
the side slope drainage system comprises a side slope (1) arranged on the outer side of a main drainage pipe (3), a intercepting ditch (2) is formed in the top end of the side slope (1), a first filter screen cover (4) is installed at the lower end of the intercepting ditch (2) at an equal distance, the main drainage pipe (3) is arranged on the lower side of the first filter screen cover (4), slope drainage grooves (6) are formed in the inclined plane of the side slope (1) at an equal distance, the upper ends of the slope drainage grooves (6) are communicated with the intercepting ditch (2), second filter screen covers (8) are installed on the slope drainage grooves (6) at an equal distance, secondary drainage pipes (7) are obliquely arranged on the inner side of the side slope (1) at an equal distance, and the second filter screen covers (8) are installed on the upper side of the secondary drainage pipes (7);
sewer (11), its downside of installing at side slope (1), sewer otter board (12) are installed in sewer (11) left side, fixed mounting has motor (13) in the middle of sewer (11), and motor (13) left side installs main shaft (14) to main shaft (14) left end installs first conical gear (15), support (18) are installed at both ends about sewer (11), and support (18) left side is connected with side slope (1) to install two-way hob (17) between two support (18).
2. A collapse-preventing side slope drainage structure according to claim 1, wherein the side slope (1) is further provided with:
and the auxiliary drain pipe (5) is inclined and arranged on the inner side of the side slope (1), the upper end of the auxiliary drain pipe (5) is communicated with the main drain pipe (3), and the auxiliary drain pipe (5) is connected with an auxiliary drain pipe (7) in the right side at equal intervals.
3. A collapse-preventing side slope drainage structure according to claim 1, wherein the side slope (1) is further provided with:
the protective net (10) is arranged on the inclined surface of the side slope (1) at equal intervals, the four corners of the protective net (10) are connected with ground inserting positioning pins (9), and the ground inserting positioning pins (9) are arranged on the inclined surface of the side slope (1).
4. A collapse-preventing side slope drainage structure according to claim 1, wherein the bidirectional screw rod (17) is further provided with:
and the second bevel gear (16) is arranged in the middle of the bidirectional screw rod (17), the right side of the second bevel gear (16) is in meshed connection with the first bevel gear (15), and the bidirectional screw rod (17) forms a rotating structure with the main shaft (14) through the second bevel gear (16) and the first bevel gear (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122445549.XU CN216586592U (en) | 2021-10-11 | 2021-10-11 | Side slope drainage structures who prevents collapsing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122445549.XU CN216586592U (en) | 2021-10-11 | 2021-10-11 | Side slope drainage structures who prevents collapsing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216586592U true CN216586592U (en) | 2022-05-24 |
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ID=81639074
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122445549.XU Active CN216586592U (en) | 2021-10-11 | 2021-10-11 | Side slope drainage structures who prevents collapsing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216586592U (en) |
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2021
- 2021-10-11 CN CN202122445549.XU patent/CN216586592U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221201 Address after: 245199 Room 10, Building 7, No. 1, Qianqianshan South Road, Renli Town, Shitai County, Chizhou City, Anhui Province Patentee after: Anhui Bosen Construction Engineering Co.,Ltd. Address before: 215000 No. 18, shaomo needle lane, Suzhou City, Jiangsu Province Patentee before: Huang Haiqi |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240527 Address after: Room 301, Building 32, South Garden, Huijing Garden, Guichi District, Chizhou City, Anhui Province, 247100 Patentee after: Zhang Xin Country or region after: China Patentee after: Zhang Mushu Patentee after: Shi Fenggu Address before: 245199 Room 10, Building 7, No. 1, Qianqianshan South Road, Renli Town, Shitai County, Chizhou City, Anhui Province Patentee before: Anhui Bosen Construction Engineering Co.,Ltd. Country or region before: China |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240620 Address after: 247100, Room 306, Building 32, Zone A, Yingbin Garden, Guichi District, Chizhou City, Anhui Province Patentee after: Chizhou Dashu Construction Co.,Ltd. Country or region after: China Address before: Room 301, Building 32, South Garden, Huijing Garden, Guichi District, Chizhou City, Anhui Province, 247100 Patentee before: Zhang Xin Country or region before: China Patentee before: Zhang Mushu Patentee before: Shi Fenggu |