CN221167674U - Drainage flood canal - Google Patents
Drainage flood canal Download PDFInfo
- Publication number
- CN221167674U CN221167674U CN202323185764.6U CN202323185764U CN221167674U CN 221167674 U CN221167674 U CN 221167674U CN 202323185764 U CN202323185764 U CN 202323185764U CN 221167674 U CN221167674 U CN 221167674U
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- Prior art keywords
- canal
- connecting frame
- channel
- water
- guard
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 32
- 229920000742 Cotton Polymers 0.000 claims description 22
- 210000001503 joint Anatomy 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 6
- 239000004575 stone Substances 0.000 description 8
- 238000005266 casting Methods 0.000 description 5
- 238000009792 diffusion process Methods 0.000 description 4
- 238000007599 discharging Methods 0.000 description 4
- 239000004576 sand Substances 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
The utility model provides a drainage flood discharge ditch, which belongs to the technical field of drainage flood discharge, and comprises ditch guard plates, wherein the number of the ditch guard plates is two; the bottom connecting frame is fixedly arranged at the bottom of the canal guard plate, and the bottom of the canal guard plate is attached to the edges of the two sides of the top of the bottom connecting frame; the bottom collecting channels are inserted between two groups of canal guard plates, and adjacent bottom collecting channels are arranged in a fitting manner; the bottom connecting frame and the canal guard plate are arranged, a rapid installation function is provided, rapid installation at a designated position in a short time can be realized, the bottom connecting frame and the canal guard plate are fixedly spliced on site by utilizing embedded bolts, the positioning cylinder column is knocked and fixed in the ground, then the bottom of the bottom connecting frame is butted with the positioning cylinder column downwards and is installed on the ground, and Hong Shuiqu is formed; the positioning cylinder column also provides a positioning function, so that the problem that the existing canal is inconvenient to install at a designated position quickly in a short time is solved.
Description
Technical Field
The utility model belongs to the technical field of drainage and flood discharge, and particularly relates to a drainage and flood discharge ditch.
Background
The flood canal is a facility for discharging water in hydraulic engineering, can rapidly discharge redundant water when the water level of flowing water rises, and only plays a role when the water level is too high, and can prevent flood disasters caused by excessive accumulation of water through rapid guiding and conveying, so that safety protection is carried out.
Based on the above, the flood canal used at present is mainly used by concrete pouring ditches, has low construction efficiency, is unfavorable for rapid installation at a designated position in a short time, is inconvenient to filter and intercept flood, and can cause excessive loss of mud stones.
Disclosure of utility model
In order to solve the technical problems, the utility model provides a drainage flood discharging canal so as to solve the problems that the existing flood discharging canal provided in the background art is mainly used by concrete pouring of the canal, the construction efficiency is low, the flood discharging canal is not beneficial to being quickly installed at a designated position in a short time, flood is inconvenient to filter and intercept, and mud and stones are excessively lost.
The utility model discloses a purpose and an effect of dredging a flood discharge canal, which are achieved by the following specific technical means:
A dredge drainage flood discharge ditch, comprising ditch guard plates, wherein the number of the ditch guard plates is two; the bottom connecting frame is fixedly arranged at the bottom of the canal guard plate, and the bottom of the canal guard plate is attached to the edges of the two sides of the top of the bottom connecting frame; the bottom collecting channels are inserted between two groups of canal guard plates, and adjacent bottom collecting channels are arranged in a fitting manner; the grid cover plate is fixedly clamped between the tops of the two groups of canal guard plates by matching with the shoulder structures.
Further, the ditch backplate includes: oblique sliding strips are integrally arranged on adjacent surfaces of the two groups of canal guard plates, and an interception plugboard is inserted between the oblique sliding strips on two sides; the interception insert can pass through the grid of the grid cover plate.
Further, the bottom link includes: the positioning cylinder column is arranged on two sides of the bottom connecting frame, the middle of the bottom connecting frame is provided with an inserting cylinder structure, and the bottom of the inserting cylinder structure is in butt joint and clamped with the positioning cylinder column; the middle of the bottom connecting frame is fixedly provided with a water-through sliver; the columnar cotton sliver is fixedly arranged in the middle of the positioning barrel column, and the columnar cotton sliver is attached to the water flowing cotton sliver.
Further, the outside of the positioning barrel column is provided with a plurality of groups of direction through holes, and the outside of the cylindrical cotton sliver is provided with a structure which is anastomotic with the through holes.
Further, the bottom receiving channel comprises: the bottom of the water draining channel penetrates through the bottom of the bottom collecting channel; the middle rod is fixedly arranged in the middle of the top of the bottom collecting channel, when water passes through the canal guard plate and the bottom collecting channel, the water enters the sewer, is further input into the bottom space of the canal guard plate, and then water is diffused and supplemented to the ground by utilizing the columnar cotton sliver and the water-through cotton sliver, so that the diffusion speed is accelerated.
Further, both sides of the top of the bottom collecting channel are of a through groove structure and are provided with filter screens, and the upper opening of the sewer is provided with the filter screens.
Compared with the prior art, the utility model has the following beneficial effects:
The bottom connecting frame and the canal guard plate are arranged, a rapid installation function is provided, rapid installation at a designated position in a short time can be realized, the bottom connecting frame and the canal guard plate are fixedly spliced on site by utilizing embedded bolts, the positioning cylinder column is knocked and fixed in the ground, then the bottom of the bottom connecting frame is butted with the positioning cylinder column downwards and is installed on the ground, and Hong Shuiqu is formed; the positioning cylinder column also provides a positioning function.
The canal guard plates can be spliced and fixed with other canal guard plates, the number of the flood canal is transversely increased, then the two canal guard plates at the extreme side are buried and aligned with the ground, and the flood canal is more conveniently discharged by increasing the width of the flood canal.
The bottom channel is received in setting, provides the recovery function, when needs drainage or produce flood, in the interval of flood entering ditch backplate, follow ditch backplate backward movement, heavier object deposit downwards, receive the bottom of bottom channel and have the enclosure space, and then intercept the collection with stones etc. thing, avoid losing too much, after the flood discharge is accomplished, take out and receive the bottom channel, can pour out silt, backfill in the soil.
The columnar cotton sliver and the water through cotton sliver are arranged in the bottom connecting frame and the positioning barrel column, when water passes through the canal guard plate and the bottom collecting channel, the water enters the sewer, the water is further input into the bottom space of the canal guard plate, the grid cover plate can be selectively installed, the filter screen structure is arranged in the middle of the grid cover plate, sand and stones can be further intercepted, and then the columnar cotton sliver and the water through cotton sliver are utilized to supplement water diffusion into the ground, so that the diffusion speed is accelerated.
Drawings
Fig. 1 is a schematic perspective view of the whole structure of the present utility model.
Fig. 2 is a schematic view of the overall reclining structure of the present utility model.
Fig. 3 is a schematic perspective view of the bottom receiving channel of the present utility model.
Fig. 4 is a schematic diagram of a side elevation structure of the bottom receiving channel of the present utility model.
Fig. 5 is a schematic view of a disassembled structure of the bottom connecting frame of the present utility model.
In the figure, the correspondence between the component names and the drawing numbers is:
1. A canal guard; 101. a diagonal slide bar; 2. a bottom connecting frame; 201. positioning a cylinder column; 202. a water-filled sliver; 203. a columnar cotton sliver; 3. receiving a bottom channel; 301. a drain passage; 302. an intermediate lever; 4. a grid cover plate; 5. the plugboard is intercepted.
Detailed Description
Embodiments of the present utility model are described in further detail below with reference to the accompanying drawings and examples.
Example 1:
As shown in fig. 1 to 5:
the utility model provides a dredge flood discharge ditch, which comprises ditch guard plates 1, wherein the number of the ditch guard plates 1 is two; the bottom connecting frame 2 is fixedly arranged at the bottom of the canal guard plate 1, and the bottom of the canal guard plate 1 is attached to the edges of the two sides of the top of the bottom connecting frame 2; the bottom collecting channels 3 are inserted between two groups of canal guard plates 1, and adjacent bottom collecting channels 3 are arranged in a fitting manner; the grid cover plate 4, the two sides of the bottom of the grid cover plate 4 are shoulder structures, and the grid cover plate 4 is fixedly clamped between the tops of the two groups of canal guard plates 1 by matching with the shoulder structures.
Wherein, ditch backplate 1 is including: oblique sliding strips 101 are integrally arranged on adjacent surfaces of the two groups of canal guard plates 1, and an interception plugboard 5 is inserted between the oblique sliding strips 101 on two sides; the interception insert 5 can pass through the grid of the grid deck 4.
Wherein, bottom link 2 is including: the positioning cylinder column 201 is arranged on two sides of the bottom connecting frame 2, a through groove structure is arranged in the middle of the bottom connecting frame 2, and the positioning cylinder column 201 is arranged at the bottom of the insertion cylinder structure in a butt joint manner; a water-through sliver 202, wherein the middle of the bottom connecting frame 2 is fixedly provided with the water-through sliver 202; and a columnar cotton sliver 203 is fixedly arranged in the middle of the positioning barrel column 201, and the columnar cotton sliver 203 is attached to the water through cotton sliver 202.
Wherein, the outside of the positioning barrel column 201 is provided with a plurality of groups of direction through holes, and the outside of the cylindrical cotton sliver 203 is provided with a structure which is anastomotic with the through holes.
Wherein, receive end channel 3 includes: the bottom water channel 301 is arranged in the middle of the inner walls of the two sides of the bottom receiving channel 3, and the bottom of the bottom water channel 301 penetrates through the bottom of the bottom receiving channel 3; the middle rod 302 is fixedly arranged in the middle of the top of the bottom receiving channel 3, and the middle rod 302 is fixedly arranged in the middle of the top of the bottom receiving channel 3.
Wherein, the top both sides of receiving end channel 3 are logical groove structure and are provided with the filter screen, and the top opening of drain channel 301 is provided with the filter screen.
As shown in fig. 1, each two groups of canal guard plates 1 form a Hong Shuiqu, according to the discharge range and the requirement of a flood canal, the canal guard plates 1 can be spliced, the length of the canal guard plates 1 can be infinitely prolonged, meanwhile, the protection can be provided, the canal guard plates 1 are precast, the cost of raw materials used is consistent with the cost of concrete casting, but the consumption time of on-site casting can be saved;
Therefore, when the hydraulic engineering is installed, the ground can be pushed out of a ditch directly by using a bulldozer at the sewer part of the hydraulic engineering, then the hydraulic engineering is installed, the bottom connecting frame 2 and the ditch guard plate 1 are fixedly spliced on site by using embedded bolts, the positioning cylinder column 201 is knocked and fixed in the ground, then the bottom of the bottom connecting frame 2 is butted with the positioning cylinder column 201 downwards and is installed on the ground, and Hong Shuiqu is formed; the positioning cartridge column 201 also provides a positioning function;
Hong Shuiqu are arranged according to the local drainage requirements, if a single-drainage canal cannot be guaranteed to be conveyed, the canal guard plates 1 and other groups of canal guard plates 1 can be spliced and fixed, the number of the flood canals is transversely increased, then the two groups of canal guard plates 1 at the most side are buried and aligned with the ground surface, and the drainage is more convenient by increasing the width of the flood canal.
When water drainage is needed or flood is generated, the flood enters the intervals of the canal guard plates 1, and moves backwards along with the canal guard plates 1, heavier objects are deposited downwards, and a closed space exists at the bottom of the bottom receiving channel 3, so that stones and other objects are intercepted and collected, and excessive loss is avoided;
after flood discharge is completed, the bottom collecting channel 3 is taken out, and sediment can be poured out and backfilled into the land.
Example 2:
On the basis of embodiment 1, as shown in fig. 5, a barrel tampon 203 and a water passing sliver 202 are arranged in a bottom connecting frame 2 and a positioning barrel 201;
therefore, when water passes through the canal guard 1 and the bottom receiving channel 3, the water enters the sewer 301 and is further input into the bottom space of the canal guard 1, and then the water is diffused and supplemented into the ground by the columnar cotton sliver 203 and the water-flowing cotton sliver 202, so that the diffusion speed is increased.
Example 3:
On the basis of the embodiment 1, as shown in fig. 1, the grid cover plate 4 can be selectively installed, and the filter screen structure is arranged in the middle of the grid cover plate 4 to further intercept sand and stone.
Specific use and action of the embodiment:
In the utility model, the canal guard plate 1 adopts pre-casting, the cost of the used raw materials is consistent with that of concrete casting, and the consumed time of on-site casting is saved;
During installation, the ground can be pushed out of a ditch directly by using a bulldozer at the sewer part of the hydraulic engineering, then the ditch is installed, the bottom connecting frame 2 and the ditch guard plate 1 are fixedly spliced on site by using embedded bolts, the positioning cylinder column 201 is knocked and fixed in the ground, then the bottom of the bottom connecting frame 2 is butted with the positioning cylinder column 201 downwards and is installed on the ground, and Hong Shuiqu is formed; the positioning cartridge column 201 also provides a positioning function;
Hong Shuiqu are arranged according to the local drainage requirements, if a single-drainage canal cannot be guaranteed to be conveyed, the canal guard plates 1 and other groups of canal guard plates 1 can be spliced and fixed, the number of the flood canals is transversely increased, then the two groups of canal guard plates 1 at the most side are buried and aligned with the ground surface, and the drainage is more convenient by increasing the width of the flood canal.
When water drainage is needed or flood is generated, the flood enters the intervals of the canal guard plates 1, and moves backwards along with the canal guard plates 1, heavier objects are deposited downwards, and a closed space exists at the bottom of the bottom receiving channel 3, so that stones and other objects are intercepted and collected, and excessive loss is avoided;
after flood discharge is completed, taking out the bottom collecting channel 3, and pouring out sediment and backfilling the sediment into the land;
The columnar cotton sliver 203 and the water through sliver 202 are arranged in the bottom connecting frame 2 and the positioning barrel column 201, when water passes through the canal guard plate 1 and the bottom collecting channel 3, the water enters the sewer 301, and is further input into the bottom space of the canal guard plate 1, the grid cover plate 4 can be selectively installed, and the filter screen structure is arranged in the middle of the grid cover plate 4 to further intercept sand and stone.
Claims (6)
1. A dredge drainage canal, comprising: the water channel guard plates (1), wherein the number of the water channel guard plates (1) is two; the bottom connecting frame (2), the bottom connecting frame (2) is fixedly arranged at the bottom of the canal guard plate (1), and the bottom of the canal guard plate (1) is attached to the edges of the two sides of the top of the bottom connecting frame (2); the bottom collecting channels (3) are inserted between two groups of canal guard plates (1), and adjacent bottom collecting channels (3) are arranged in a fitting manner; the grid cover plate (4), the bottom both sides of grid cover plate (4) are shoulder structure, and grid cover plate (4) cooperation shoulder structure fixed clip is established in the middle of the top of two sets of ditch backplate (1).
2. A culvert for dredging a flood discharge channel as claimed in claim 1, wherein: the canal guard plate (1) comprises:
Oblique sliding strips (101), wherein the oblique sliding strips (101) are integrally arranged on adjacent surfaces of the two groups of canal guard plates (1), and an interception plugboard (5) is inserted between the oblique sliding strips (101) on two sides; the interception plug board (5) can penetrate through the grids of the grid cover board (4).
3. A culvert for dredging a flood discharge channel as claimed in claim 1, wherein: the bottom connecting frame (2) comprises:
The positioning cylinder column (201) is arranged on two sides of the bottom connecting frame (2) in a through groove structure, the middle of the bottom connecting frame (2) is provided with an inserting cylinder structure, and the bottom of the inserting cylinder structure is in butt joint and clamping with the positioning cylinder column (201);
the middle of the bottom connecting frame (2) is fixedly provided with a water-through sliver (202);
And the columnar cotton sliver (203) is fixedly arranged in the middle of the positioning barrel column (201), and the columnar cotton sliver (203) is attached to the water flowing cotton sliver (202).
4. A culvert for dredging a flood discharge channel according to claim 3, wherein: the outside of the positioning barrel column (201) is provided with a plurality of groups of direction through holes, and the outside of the columnar cotton sliver (203) is provided with a structure which is anastomotic with the through holes.
5. A culvert for dredging a flood discharge channel as claimed in claim 1, wherein: the bottom collecting channel (3) comprises:
the bottom collecting channel (3) is provided with a water outlet channel (301) in the middle of the inner walls of the two sides of the bottom collecting channel (3), and the bottom of the water outlet channel (301) penetrates through the bottom of the bottom collecting channel (3);
The middle rod (302) is fixedly arranged in the middle of the top of the bottom receiving channel (3), and the middle rod (302) is arranged in the middle of the top of the bottom receiving channel.
6. A culvert for dredging a flood discharge channel according to claim 5, wherein: the two sides of the top of the bottom collecting channel (3) are of a through groove structure and are provided with filter screens, and the upper opening of the water draining channel (301) is provided with the filter screens.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323185764.6U CN221167674U (en) | 2023-11-24 | 2023-11-24 | Drainage flood canal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323185764.6U CN221167674U (en) | 2023-11-24 | 2023-11-24 | Drainage flood canal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221167674U true CN221167674U (en) | 2024-06-18 |
Family
ID=91442786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323185764.6U Active CN221167674U (en) | 2023-11-24 | 2023-11-24 | Drainage flood canal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221167674U (en) |
-
2023
- 2023-11-24 CN CN202323185764.6U patent/CN221167674U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |