CN210341796U - Retaining wall for hydraulic engineering - Google Patents
Retaining wall for hydraulic engineering Download PDFInfo
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- CN210341796U CN210341796U CN201920963426.5U CN201920963426U CN210341796U CN 210341796 U CN210341796 U CN 210341796U CN 201920963426 U CN201920963426 U CN 201920963426U CN 210341796 U CN210341796 U CN 210341796U
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Abstract
The utility model discloses a retaining wall for hydraulic engineering, including earthwork connecting plate, retaining wall bottom plate, rag bolt and curb plate, still include breakwater and roof, one side of roof and the top of earthwork connecting plate are sealed to dock, the width of roof is less than the width of retaining wall bottom plate, the both ends of breakwater respectively with retaining wall bottom plate and roof keep away from the sealed butt joint of one side of earthwork connecting plate; concrete is poured at the bottom of an inner cavity formed by the earthwork connecting plate, the retaining wall bottom plate and the water baffle plate, a stone block is arranged above the concrete, a water seepage port is formed in a top plate above the stone block, a cover plate is arranged above the water seepage port, and a guide plate is connected to one side of the top plate, which is far away from the water baffle plate; a row of water flowing holes are formed in the water baffle and located at the junction of the concrete and the stone, and anti-impact plates are arranged below the water flowing holes. The utility model has the advantages of reasonable design, can realize the modularization installation of retaining wall to can be effectual washing away of anti rainwater river, the performance is outstanding.
Description
Technical Field
The utility model relates to a water conservancy facility technical field especially relates to a retaining wall for hydraulic engineering.
Background
At present, in hydraulic engineering such as river levees and the like, retaining walls are often needed to be used, the common retaining walls are integrally constructed structures adopting earthwork or concrete pouring, the well-being performance of the common retaining walls is poor, and when long-term rain erosion in plum rain season occurs, the phenomenon of local collapse often occurs, so that Chinese patent with the patent number of CN201720726194.2 and the name of retaining walls for the hydraulic engineering appears, but the rain erosion resistance of the retaining walls is not good, rainwater cannot be guided away in time, the rainwater permeates into the earthwork, the earthwork is loose and soft, and the local collapse is also caused.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a retaining wall for hydraulic engineering solves current retaining wall and can not in time the water conservancy diversion with the rainwater or the river that comes to the bank of dashing, causes in rainwater or the river infiltration advances the earthwork, makes the soft problem of earthwork.
In order to solve the technical problem, the utility model adopts the following technical scheme:
the utility model relates to a retaining wall for hydraulic engineering, including earthwork connecting plate, retaining wall bottom plate, rag bolt and curb plate, rag bolt is equipped with a plurality ofly, and pre-buried earthwork one side and subaerial that block in needs, the mounting hole of earthwork connecting plate and retaining wall bottom plate overlaps respectively rag bolt is last to through nut locking, and one side of retaining wall bottom plate with the sealed butt joint in bottom of earthwork connecting plate, the curb plate is installed one side of earthwork connecting plate and retaining wall bottom plate, its characterized in that: the soil-block retaining wall further comprises a water retaining plate and a top plate, wherein one side of the top plate is in sealed butt joint with the top of the earthwork connecting plate, the width of the top plate is smaller than that of the retaining wall bottom plate, and two ends of the water retaining plate are respectively in sealed butt joint with the retaining wall bottom plate and one side, far away from the earthwork connecting plate, of the top plate; concrete is poured at the bottom of an inner cavity formed by the earthwork connecting plate, the retaining wall bottom plate and the water baffle plate, a stone block is arranged above the concrete, a water seepage port is formed in the top plate above the stone block, a cover plate is arranged above the water seepage port and is hollow, a guide plate is connected to one side, away from the water baffle plate, of the top plate, and the guide plate is positioned above the earthwork; a row of water flowing holes are formed in the water baffle and located at the junction of the concrete and the stone, and anti-impact plates are arranged below the water flowing holes.
Furthermore, the side plates are provided with connecting bolts, and two adjacent retaining walls are tightly connected through the connecting bolts.
Furthermore, a bearing groove is formed in the top plate, the water seepage port is arranged below the bearing groove, and the cover plate is arranged in the bearing groove.
Furthermore, all parts are made of steel materials, and the surfaces of the parts are coated with antirust paint.
Furthermore, the impingement baffle is arranged on the water baffle in an inverted V shape.
Furthermore, the upper surface of the guide plate is an inclined plane.
Compared with the prior art, the utility model discloses a beneficial technological effect:
the utility model has the advantages of reasonable design, can realize the modularization installation of retaining wall to can utilize and load the concrete and increase the dead weight, realize the purpose that keeps off the soil, utilize the gap between the stone moreover, carry out the water conservancy diversion with rainwater or river from inside, avoid water infiltration to advance the inside softness that causes the earthwork of earthwork, the washing away of effectual anti rainwater river, the performance is outstanding.
Drawings
The present invention will be further explained with reference to the following description of the drawings.
Fig. 1 is a front view of the retaining wall for hydraulic engineering of the present invention;
fig. 2 is a side sectional view of the retaining wall for hydraulic engineering of the present invention;
fig. 3 is a top view of the retaining wall for hydraulic engineering of the present invention;
description of reference numerals: 1. an earthwork connecting plate; 2. a retaining wall base plate; 3. anchor bolts; 4. a side plate; 5. a water baffle; 6. a top plate; 7. a water seepage port; 8. a cover plate; 9. concrete; 10. a stone block; 11. a water flowing hole; 12. a fender; 13. a receiving groove; 14. a baffle.
Detailed Description
As shown in fig. 1-3, a retaining wall for hydraulic engineering, including earthwork connecting plate 1, retaining wall bottom plate 2, rag bolt 3 and curb plate 4, rag bolt 3 is equipped with a plurality ofly, and pre-buried earthwork one side and subaerial that block at needs, the mounting hole of earthwork connecting plate 1 and retaining wall bottom plate 2 overlaps respectively on the rag bolt 3 to through nut locking, and retaining wall bottom plate 2 one side with the sealed butt joint in earthwork connecting plate 1's bottom, curb plate 4 is installed one side of earthwork connecting plate 1 and retaining wall bottom plate 2, be equipped with connecting bolt on the curb plate 4, two adjacent retaining walls pass through connecting bolt zonulae occludens.
Retaining wall still includes breakwater 5 and roof 6, one side of roof 6 with the sealed butt joint in top of earthwork connecting plate 1, the width of roof 6 is less than the width of retaining wall bottom plate 2, the both ends of breakwater 5 respectively with retaining wall bottom plate 2 and roof 6 are kept away from the sealed butt joint in one side of earthwork connecting plate 1 makes breakwater 5 has certain inclination, does benefit to the downward water conservancy diversion of rainwater and river.
Concrete 9 is poured at the bottom of an inner cavity formed by the earthwork connecting plate 1, the retaining wall bottom plate 2 and the water baffle 5, and the concrete 9 is utilized to increase the weight of the whole structure, so that the impact resistance is increased. A stone block 10 is arranged above the concrete 9, a receiving groove 13 is formed in the top plate 6 above the stone block 10, the water seepage port 7 is arranged below the receiving groove 13, and the cover plate 8 is arranged in the receiving groove 13.
The cover plate 8 is arranged above the water seepage port 7, the cover plate 8 is hollow, a guide plate 14 is connected to one side, away from the water baffle 5, of the top plate 6, the upper surface of the guide plate 14 is an inclined plane, and the guide plate 14 is located above the earthwork. A row of water flowing holes 11 are formed in the water baffle 5, the water flowing holes 11 are located at the junction of the concrete 9 and the stone 10, a baffle 12 is arranged below the water flowing holes 11, and the baffle 12 is arranged on the water baffle 5 in an inverted V shape. The wave of river water is prevented from entering the water flowing hole 11.
When raining, rainwater flows down from the guide plate 14 and enters the inside of the retaining wall through the hollow cover plate 8, because gaps exist among the stones, water flow can flow downwards all the time, the interface of the concrete 9 and the stones 10 is an inclined plane, the water flow flows out from the water flowing hole 11 through the guide of the inclined plane, and therefore when the rainwater is too large, the rainwater is prevented from not flowing into the inside of the earthwork, the earthwork is softened, and local collapse is avoided.
All parts are made of steel materials, and the surfaces of the parts are coated with antirust paint.
The above-mentioned embodiments are only intended to describe the preferred embodiments of the present invention, but not to limit the scope of the present invention, and those skilled in the art should also be able to make various modifications and improvements to the technical solution of the present invention without departing from the spirit of the present invention, and all such modifications and improvements are intended to fall within the scope of the present invention as defined in the appended claims.
Claims (6)
1. The utility model provides a retaining wall for hydraulic engineering, includes earthwork connecting plate, retaining wall bottom plate, rag bolt and curb plate, rag bolt is equipped with a plurality ofly, and pre-buried earthwork one side and subaerial that block at needs, the mounting hole of earthwork connecting plate and retaining wall bottom plate overlaps respectively rag bolt is last to through nut locking, just one side of retaining wall bottom plate with the sealed butt joint in bottom of earthwork connecting plate, the curb plate is installed one side of earthwork connecting plate and retaining wall bottom plate, its characterized in that: the soil-block retaining wall further comprises a water retaining plate and a top plate, wherein one side of the top plate is in sealed butt joint with the top of the earthwork connecting plate, the width of the top plate is smaller than that of the retaining wall bottom plate, and two ends of the water retaining plate are respectively in sealed butt joint with the retaining wall bottom plate and one side, far away from the earthwork connecting plate, of the top plate; concrete is poured at the bottom of an inner cavity formed by the earthwork connecting plate, the retaining wall bottom plate and the water baffle plate, a stone block is arranged above the concrete, a water seepage port is formed in the top plate above the stone block, a cover plate is arranged above the water seepage port and is hollow, a guide plate is connected to one side, away from the water baffle plate, of the top plate, and the guide plate is positioned above the earthwork; a row of water flowing holes are formed in the water baffle and located at the junction of the concrete and the stone, and anti-impact plates are arranged below the water flowing holes.
2. The retaining wall for hydraulic engineering according to claim 1, characterized in that: and the side plates are provided with connecting bolts, and two adjacent retaining walls are tightly connected through the connecting bolts.
3. The retaining wall for hydraulic engineering according to claim 1, characterized in that: the top plate is provided with a bearing groove, the water seepage port is arranged below the bearing groove, and the cover plate is arranged in the bearing groove.
4. The retaining wall for hydraulic engineering according to claim 1, characterized in that: all parts are made of steel materials, and the surfaces of the parts are coated with antirust paint.
5. The retaining wall for hydraulic engineering according to claim 1, characterized in that: the impingement baffle is arranged on the water baffle in an inverted V shape.
6. The retaining wall for hydraulic engineering according to claim 1, characterized in that: the upper surface of the guide plate is an inclined plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920963426.5U CN210341796U (en) | 2019-06-25 | 2019-06-25 | Retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920963426.5U CN210341796U (en) | 2019-06-25 | 2019-06-25 | Retaining wall for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210341796U true CN210341796U (en) | 2020-04-17 |
Family
ID=70190630
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920963426.5U Active CN210341796U (en) | 2019-06-25 | 2019-06-25 | Retaining wall for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210341796U (en) |
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2019
- 2019-06-25 CN CN201920963426.5U patent/CN210341796U/en active Active
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