CN209873708U - Dyke reinforcing structure - Google Patents
Dyke reinforcing structure Download PDFInfo
- Publication number
- CN209873708U CN209873708U CN201920602498.7U CN201920602498U CN209873708U CN 209873708 U CN209873708 U CN 209873708U CN 201920602498 U CN201920602498 U CN 201920602498U CN 209873708 U CN209873708 U CN 209873708U
- Authority
- CN
- China
- Prior art keywords
- fixedly connected
- fixing base
- reinforcing rib
- baffle
- vertical
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000003014 reinforcing effect Effects 0.000 title claims description 54
- 238000005728 strengthening Methods 0.000 claims abstract description 28
- 239000002689 soil Substances 0.000 claims description 12
- 239000011435 rock Substances 0.000 claims description 9
- 241001464837 Viridiplantae Species 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims 1
- 238000010009 beating Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 230000006835 compression Effects 0.000 description 4
- 238000007906 compression Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- Revetment (AREA)
Abstract
The utility model discloses a dyke reinforced structure, which comprises a fixed base, first recess has been seted up to the upper surface of fixing base, the symmetrical support column of last fixed surface of fixing base is connected with, the first vertical strengthening rib of inner diapire fixedly connected with of first recess, the inside of every support column is all fixed to be inlayed and is had the siphunculus, symmetrical second recess has been seted up to the upper surface of fixing base, the equal vertical strengthening rib of fixedly connected with second of inner diapire of every second recess, horizontal strengthening rib has been placed to the top of fixing base, the siphunculus all runs through at both ends about horizontal strengthening rib, and extend to the outside of siphunculus, both ends all are connected with the fixed surface of every second vertical strengthening rib about horizontal strengthening rib. The utility model relates to a rational in infrastructure, it can make the spring absorb the wave flower and hit the produced impact force of beating the baffle, can promote the security of dyke, can support the dyke, can promote the stability of horizontal strengthening rib, can make the dyke consolidate.
Description
Technical Field
The utility model relates to a dyke technical field specifically is a dyke reinforced structure.
Background
The water conservancy dike refers to an earth dike or a flood wall and the like built on the edge of a river, a sea, a lake, a sea or a reservoir area and the periphery of a flood-divided area, a water retaining structure built on the edge of the river, the lake and the sea is called a dike, a hydraulic structure built in a valley or a river for intercepting water flow is called a dam, and a waterproof dam is called a dike.
The embankment needs to be used in the river water drainage process, but the existing embankment is single in structure and not good in stability, the embankment can be damaged after long-time washing of water flow and rainwater, collapse of the embankment is easy to cause, and influence is caused on the body safety of people.
SUMMERY OF THE UTILITY MODEL
One) technical problem to be solved
The utility model aims at providing a dyke reinforced structure in order to remedy the not enough of prior art.
II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: a dyke reinforcing structure comprises a fixed seat, wherein a first groove is formed in the upper surface of the fixed seat, symmetrical support columns are fixedly connected to the upper surface of the fixed seat, a first vertical reinforcing rib is fixedly connected to the inner bottom wall of the first groove, a through pipe is fixedly embedded in each support column, a symmetrical second groove is formed in the upper surface of the fixed seat, a second vertical reinforcing rib is fixedly connected to the inner bottom wall of each second groove, a transverse reinforcing rib is placed above the fixed seat, the left end and the right end of each transverse reinforcing rib penetrate through the through pipe and extend to the outer side of the through pipe, the left end and the right end of each transverse reinforcing rib are fixedly connected with the outer surface of each second vertical reinforcing rib, the outer surface of each transverse reinforcing rib is fixedly connected with the inner wall of each through pipe, and the outer surface of each transverse reinforcing rib is fixedly connected with the outer surface of the first vertical reinforcing, the last fixed surface of fixing base is connected with the fixed block, symmetrical third recess, every have been seted up to the right flank of fixed block the equal fixedly connected with spring of inside wall of third recess, the baffle has been placed on the right side of fixed block, every the right-hand member of spring all with the left surface fixed connection of baffle, the baffle has been placed to the top of fixing base, the right flank of baffle and the right flank fixed connection of fixed block, the bottom surface of baffle and the top fixed connection of first vertical strengthening rib, the bottom surface of baffle and the top fixed connection of every support column, the fixing base mixes the dirt bed with the inside fixedly connected with of support column, mix the last surface connection on dirt bed has the rock layer, the last surface connection on rock layer has the soil layer.
Furthermore, the upper surface of the fixing seat is fixedly connected with symmetrical inclined plates, and one end, close to each other, of each inclined plate is fixedly connected with the outer surface of the first vertical reinforcing rib.
Through adopting above-mentioned technical scheme, make a dyke reinforced structure can effectually support first vertical strengthening rib, can prevent that first vertical strengthening rib from taking place the phenomenon of collapsing at the in-process that bears pressure.
Furthermore, the upper surface of the fixed block is fixedly connected with a wave-proof plate, and the right side surface of the wave-proof plate and the right side surface of the fixed block are positioned on the same horizontal plane.
Through adopting above-mentioned technical scheme, make an embankment reinforced structure can effectually block the ribbon, can avoid the ribbon to clap the top of beating the fixed block.
Further, the vertical length value of the spring is smaller than that of the third groove, and the spring is located inside the third groove.
Through adopting above-mentioned technical scheme, make an embankment reinforced structure can effectual messenger's spring control the compression, can avoid the spring to take place the card pause phenomenon at the in-process of controlling the compression.
Furthermore, the vertical length value of the through pipe is greater than that of the transverse reinforcing rib, and the transverse reinforcing rib is positioned in the through pipe.
Through adopting above-mentioned technical scheme, make a dyke reinforced structure can make horizontal strengthening rib pass the siphunculus, can avoid horizontal strengthening rib to pass the phenomenon that can not advance the siphunculus.
Furthermore, the upper surface of the soil layer is connected with a planting layer, and green plants are planted on the upper surface of the planting layer.
Through adopting above-mentioned technical scheme, make an embankment reinforced structure can promote the pleasing to the eye of dyke, can purify the air around the dyke.
III) beneficial effects
Compared with the prior art, the embankment reinforced structure has the following beneficial effects:
firstly, the method comprises the following steps: the utility model discloses a wave hits the hitting baffle, the spring will be compressed, utilize under the use of third recess, can make the spring absorb the wave and hit the produced impact force of hitting the baffle, can promote the security of dyke, avoid the phenomenon that the dyke takes place to collapse at the in-process of assaulting, the security of dyke has been improved, utilize under the cooperation of first vertical strengthening rib and first recess is used, can support the dyke, utilize the swash plate, can effectually support first vertical strengthening rib, the phenomenon that collapses has been avoided first vertical strengthening rib to take place at the in-process of bearing pressure, the stability of first vertical strengthening rib has been improved.
Secondly, the method comprises the following steps: the utility model discloses an utilize the support column to use with the cooperation of siphunculus under, can make horizontal strengthening rib fix, the stability of first vertical strengthening rib has been improved, utilize the cooperation of second recess and the vertical strengthening rib of second to use down, can promote the stability of horizontal strengthening rib, can avoid horizontal strengthening rib to take place the phenomenon of collapsing at the in-process of bearing pressure, use down through the cooperation of mixing soil layer and rock layer, can make the dyke consolidate, utilize the cooperation on soil horizon and planting layer to use down simultaneously, can promote the pleasing to the eye of dyke, can purify the air around the dyke.
Drawings
FIG. 1 is a sectional view of the front view of the fixing base of the present invention;
FIG. 2 is an enlarged schematic view of the structure at A in FIG. 1 according to the present invention;
fig. 3 is an enlarged schematic view of the structure at B in fig. 1 according to the present invention.
In the figure: 1. a fixed seat; 2. a first groove; 3. a support pillar; 4. a second groove; 5. a wave-proof plate; 6. a partition plate; 7. planting a layer; 8. a rock layer; 9. a soil layer; 10. a muddy soil layer; 11. a second vertical reinforcing rib; 12. a sloping plate; 13. a first vertical reinforcing rib; 14. transverse reinforcing ribs; 15. a baffle plate; 16. pipe passing; 17. a third groove; 18. a spring; 19. and (5) fixing blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1-3, the utility model provides a technical solution: a dyke reinforcing structure comprises a fixed seat 1, wherein a first groove 2 is formed in the upper surface of the fixed seat 1, symmetrical support columns 3 are fixedly connected to the upper surface of the fixed seat 1, a first vertical reinforcing rib 13 is fixedly connected to the inner bottom wall of the first groove 2, a through pipe 16 is fixedly inlaid in each support column 3, symmetrical second grooves 4 are formed in the upper surface of the fixed seat 1, a second vertical reinforcing rib 11 is fixedly connected to the inner bottom wall of each second groove 4, a transverse reinforcing rib 14 is placed above the fixed seat 1, the left end and the right end of each transverse reinforcing rib 14 penetrate through the through pipe 16 and extend to the outer side of the through pipe 16, the left end and the right end of each transverse reinforcing rib 14 are fixedly connected with the outer surface of each second vertical reinforcing rib 11, the outer surface of each transverse reinforcing rib 14 is fixedly connected with the inner wall of each through pipe 16, and the outer surface of each transverse reinforcing rib 14 is fixedly connected, fixed surface is connected with fixed block 19 on fixing base 1, symmetrical third recess 17 has been seted up to fixed block 19's right flank, the equal fixedly connected with spring 18 of inside wall of every third recess 17, baffle 15 has been placed on fixed block 19's right side, every spring 18's right-hand member all with baffle 15's left surface fixed connection, baffle 6 has been placed to fixing base 1's top, the right flank of baffle 6 and fixed block 19's right flank fixed connection, the bottom surface of baffle 6 and the top fixed connection of first vertical strengthening rib 13, the bottom surface of baffle 6 and the top fixed connection of every support column 3, fixing base 1 mixes dirt bed 10 with the inside fixedly connected with of support column 3, the last surface connection who mixes dirt bed 10 has rock layer 8, the last surface connection of rock layer 8 has soil horizon 9.
Furthermore, the upper surface of the fixing seat 1 is fixedly connected with symmetrical inclined plates 12, and one end of each inclined plate 12, which is close to each other, is fixedly connected with the outer surface of the first vertical reinforcing rib 13.
Through adopting above-mentioned technical scheme, make a dyke reinforced structure can effectually support first vertical strengthening rib 13, can prevent that first vertical strengthening rib 13 from taking place the phenomenon of collapsing at the in-process that bears pressure.
Further, the upper surface of the fixed block 19 is fixedly connected with the breakwater 5, and the right side surface of the breakwater 5 and the right side surface of the fixed block 19 are located on the same horizontal plane.
Through adopting above-mentioned technical scheme, make an embankment reinforced structure can effectually block the ribbon, can avoid the ribbon to beat the top of beating fixed block 19.
Further, the vertical length value of the spring 18 is smaller than that of the third groove 17, and the spring 18 is located inside the third groove 17.
Through adopting above-mentioned technical scheme, make an embankment reinforced structure can effectual messenger spring 18 go on controlling the compression, can avoid spring 18 to take place the card phenomenon of pause in the in-process of controlling the compression.
Further, the vertical length value of the through pipe 16 is greater than that of the transverse reinforcing rib 14, and the transverse reinforcing rib 14 is positioned inside the through pipe 16.
By adopting the technical scheme, the embankment reinforcing structure can enable the transverse reinforcing ribs 14 to penetrate through the through pipe 16, and the phenomenon that the transverse reinforcing ribs 14 cannot penetrate into the through pipe 16 can be avoided.
Further, the upper surface of the soil layer 9 is connected with a planting layer 7, and greening plants are planted on the upper surface of the planting layer 7.
Through adopting above-mentioned technical scheme, make an embankment reinforced structure can promote the pleasing to the eye of dyke, can purify the air around the dyke.
The working principle is as follows: the springs 18 are compressed by beating the baffle 15 with the spray, the springs 18 can absorb the impact force generated by beating the baffle 15 with the spray by using the third grooves 17, the dike can be supported by using the first vertical reinforcing ribs 13 and the first grooves 2 in a matched manner, the first vertical reinforcing ribs 13 can be effectively supported by using the inclined plates 12, the transverse reinforcing ribs 14 can be fixed by using the supporting columns 3 and the through pipes 16 in a matched manner, the stability of the first vertical reinforcing ribs 13 is improved, the stability of the transverse reinforcing ribs 14 can be improved by using the second grooves 4 and the second vertical reinforcing ribs 11 in a matched manner, the transverse reinforcing ribs 14 can be prevented from collapsing in the pressure bearing process, the dike can be reinforced by using the mixed soil layer 10 and the rock layer 8 in a matched manner, and the soil layer 9 and the planting layer 7 are used in a matched manner, the beauty of the dike can be improved, and the air around the dike can be purified.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
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 invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. An embankment reinforcement structure, includes fixing base (1), its characterized in that: the upper surface of the fixing base (1) is provided with a first groove (2), the upper surface of the fixing base (1) is fixedly connected with symmetrical supporting columns (3), the inner bottom wall of the first groove (2) is fixedly connected with a first vertical reinforcing rib (13), each supporting column (3) is internally and fixedly inlaid with a through pipe (16), the upper surface of the fixing base (1) is provided with symmetrical second grooves (4), the inner bottom wall of each second groove (4) is fixedly connected with a second vertical reinforcing rib (11), a transverse reinforcing rib (14) is placed above the fixing base (1), the left end and the right end of the transverse reinforcing rib (14) penetrate through the through pipe (16) and extend to the outer side of the through pipe (16), the left end and the right end of the transverse reinforcing rib (14) are fixedly connected with the outer surface of each second vertical reinforcing rib (11), the surface of horizontal strengthening rib (14) and the inner wall fixed connection of every siphunculus (16), the surface of horizontal strengthening rib (14) and the surface fixed connection of first vertical strengthening rib (13), the last fixed surface of fixing base (1) is connected with fixed block (19), symmetrical third recess (17) have been seted up to the right side of fixed block (19), every the equal fixedly connected with spring (18) of inside wall of third recess (17), baffle (15) have been placed on the right side of fixed block (19), every the right-hand member of spring (18) all is connected with the left surface fixed connection of baffle (15), baffle (6) have been placed to the top of fixing base (1), the right flank of baffle (6) and the right flank fixed connection of fixed block (19), the bottom surface of baffle (6) and the top fixed connection of first vertical strengthening rib (13), the bottom surface of baffle (6) and the top fixed connection of every support column (3), fixing base (1) mixes dirt bed (10) with the inside fixedly connected with of support column (3), the upper surface that mixes dirt bed (10) is connected with rock layer (8), the upper surface of rock layer (8) is connected with soil horizon (9).
2. A bank reinforcing structure according to claim 1, wherein: the upper surface of the fixing seat (1) is fixedly connected with symmetrical inclined plates (12), and one end, close to each other, of each inclined plate (12) is fixedly connected with the outer surface of the first vertical reinforcing rib (13).
3. A bank reinforcing structure according to claim 1, wherein: the upper surface of the fixed block (19) is fixedly connected with a wave-proof plate (5), and the right side surface of the wave-proof plate (5) and the right side surface of the fixed block (19) are positioned on the same horizontal plane.
4. A bank reinforcing structure according to claim 1, wherein: the vertical length value of the spring (18) is smaller than that of the third groove (17), and the spring (18) is positioned in the third groove (17).
5. A bank reinforcing structure according to claim 1, wherein: the vertical length value of the through pipe (16) is larger than that of the transverse reinforcing rib (14), and the transverse reinforcing rib (14) is positioned in the through pipe (16).
6. A bank reinforcing structure according to claim 1, wherein: the upper surface of the soil layer (9) is connected with a planting layer (7), and green plants are planted on the upper surface of the planting layer (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920602498.7U CN209873708U (en) | 2019-04-29 | 2019-04-29 | Dyke reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920602498.7U CN209873708U (en) | 2019-04-29 | 2019-04-29 | Dyke reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209873708U true CN209873708U (en) | 2019-12-31 |
Family
ID=68962858
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920602498.7U Expired - Fee Related CN209873708U (en) | 2019-04-29 | 2019-04-29 | Dyke reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209873708U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343000A (en) * | 2020-10-29 | 2021-02-09 | 郑明华 | Active protection wall body for slope protection |
-
2019
- 2019-04-29 CN CN201920602498.7U patent/CN209873708U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112343000A (en) * | 2020-10-29 | 2021-02-09 | 郑明华 | Active protection wall body for slope protection |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191231 |