CN204000930U - Retaining wall for hydraulic engineering - Google Patents
Retaining wall for hydraulic engineering Download PDFInfo
- Publication number
- CN204000930U CN204000930U CN201420425742.4U CN201420425742U CN204000930U CN 204000930 U CN204000930 U CN 204000930U CN 201420425742 U CN201420425742 U CN 201420425742U CN 204000930 U CN204000930 U CN 204000930U
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- concrete wall
- wall
- hydraulic engineering
- retaining wall
- basic unit
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Abstract
The utility model discloses retaining wall for hydraulic engineering, comprise basic unit, with basic unit's formed by integrally casting moulding, the cross section trapezoidal concrete wall that meets at right angles, it is characterized in that, in concrete wall, be provided with cage of reinforcement, concrete wall top is provided with apex stone, and apex stone upper surface is green layer; Concrete wall is along its domatic even stacking sandbag that has; Concrete wall another side is provided with draining permeable formation, is laterally penetrated with water seepage hole in concrete wall, and water seepage hole one end is communicated with there being draining permeable formation, the other end pass into domatic outside.The retaining wall for hydraulic engineering that the utility model provides, structural strength is high, and drainage effect is good, can effectively reduce the scouring force of water to body of wall, prevents that body of wall from caving in.
Description
Technical field
The utility model relates to hydraulic engineering equipment technical field, relates in particular to a kind of retaining wall for hydraulic engineering.
Background technology
The supporting of the geotechnical engineering soil body and hydraulic engineering are proposed bank protection and are extensively adopted retaining wall technology.Retaining wall has multiple different form of structure, and wherein main and conventional form of structure is gravity, weight formula, half gravity, cantilevered, holds up arm-type, U-shaped structure, sheet pile formula and empty van formula etc.But, the retaining wall under technology at present, structure is firm not, and intensity is looked into, and construction period is long, and poor impact resistance is easily caved in, and has larger hidden danger.
Utility model content
In order to address the above problem, the utility model provides a kind of retaining wall for hydraulic engineering, and its structural strength is high, can reduce water washing away body of wall.
The retaining wall for hydraulic engineering that the utility model provides, comprises basic unit, with basic unit's formed by integrally casting moulding, the cross section trapezoidal concrete wall that meets at right angles, it is characterized in that, in concrete wall, be provided with cage of reinforcement, concrete wall top is provided with apex stone, and apex stone upper surface is green layer;
Concrete wall is along its domatic even stacking sandbag that has;
Concrete wall another side is provided with draining permeable formation, is laterally penetrated with water seepage hole in concrete wall, and water seepage hole one end is communicated with there being draining permeable formation, the other end pass into domatic outside.
In some embodiments, concrete wall bottom is provided with a step, and sandbag is upwards stacking successively in ledge surface; Water seepage hole is in step.
In some embodiments, basic unit is provided with a gutter along retaining wall length direction, and gutter is connected with step lateral surface.
In some embodiments, in concrete wall, top is embedded with bleed off pipe.
The retaining wall for hydraulic engineering that the utility model provides, structural strength is high, and drainage effect is good, can effectively reduce the scouring force of water to body of wall, prevents that body of wall from caving in.
Brief description of the drawings
Fig. 1 is the structural representation of the retaining wall for hydraulic engineering of a kind of embodiment of the utility model.
Detailed description of the invention
Below in conjunction with drawings and the specific embodiments, the technical solution of the utility model is described in further detail to explanation.
Fig. 1 has schematically shown according to the retaining wall for hydraulic engineering of a kind of embodiment of the utility model.
As shown in Figure 1, the retaining wall for hydraulic engineering that the utility model provides, comprises basic unit 1, with basic unit's 1 formed by integrally casting moulding, the cross section trapezoidal concrete wall 2 that meets at right angles, and right-angled trapezium concrete wall 2 issues and be provided with a step 23 between basic unit 1.As shown in the figure, in concrete wall 2, be provided with cage of reinforcement 21, thereby increased the intensity of concrete wall; Concrete wall 2 tops are provided with apex stone 3, both can reinforce body of wall, can avoid again rainwater etc. to directly impacting at concrete wall top; Apex stone 3 upper surfaces are green layer 4, can plant various green plants, as the greenbelt of roadside, make itself and surrounding environment coordinate mutually collocation; Concrete wall 2 is along its domatic even stacking sandbag 5 that has, and sandbag 5 is upwards stacking successively in step 23 surfaces, thereby effectively reduces the scouring force of water to concrete wall 2; In concrete wall 2, top is embedded with bleed off pipe 10, and this bleed off pipe 10 can effectively avoid water to overflow across concrete wall 2, avoids concrete wall 2 to be washed away by water.
As shown in the figure, concrete wall 2 another sides are provided with draining permeable formation 9, the interior water seepage hole 22 that laterally runs through of step 23, water seepage hole 22 one end are communicated with there being draining permeable formation 9, other end pass-out step outside, basic unit 1 is provided with a gutter 11 along retaining wall length direction, and gutter 11 is connected with step 23 lateral surfaces.The water of concrete wall 2 tops flows into draining permeable formation 9 from the gap of apex stone head, and infiltration downwards, and enter water seepage hole 22 and come together in gutter 11, directed discharge, drainage effect is good.
In sum, the retaining wall for hydraulic engineering that the utility model provides, structural strength is high, and drainage effect is good, can effectively reduce the scouring force of water to body of wall, prevents that body of wall from caving in.
Claims (4)
1. retaining wall for hydraulic engineering, comprise basic unit (1), with described basic unit (1) formed by integrally casting moulding, the cross section trapezoidal concrete wall (2) that meets at right angles, it is characterized in that, in described concrete wall (2), be provided with cage of reinforcement (21), described concrete wall (2) top is provided with apex stone (3), and described apex stone (3) upper surface is green layer (4);
Described concrete wall (2) is along its domatic even stacking sandbag (5) that has;
Described concrete wall (2) another side is provided with draining permeable formation (9), in described concrete wall (2), be laterally penetrated with water seepage hole (22), described water seepage hole (22) one end with described in have draining permeable formation (9) to be communicated with, the other end pass into domatic outside.
2. retaining wall for hydraulic engineering according to claim 1, is characterized in that, described concrete wall (2) bottom is provided with a step (23), and described sandbag (5) is upwards stacking successively in step (23) surface; Described water seepage hole (22) is in described step (23).
3. retaining wall for hydraulic engineering according to claim 2, it is characterized in that, described basic unit (1) is provided with a gutter (11) along retaining wall length direction, and described gutter (11) are connected with described step (23) lateral surface.
4. according to the retaining wall for hydraulic engineering described in claim 1 or 3, it is characterized in that, in described concrete wall (2), top is embedded with bleed off pipe (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420425742.4U CN204000930U (en) | 2014-07-30 | 2014-07-30 | Retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420425742.4U CN204000930U (en) | 2014-07-30 | 2014-07-30 | Retaining wall for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204000930U true CN204000930U (en) | 2014-12-10 |
Family
ID=52040955
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420425742.4U Expired - Fee Related CN204000930U (en) | 2014-07-30 | 2014-07-30 | Retaining wall for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204000930U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372012A (en) * | 2018-11-09 | 2019-02-22 | 安康学院 | A kind of Construction of Civil Engineering retaining wall |
-
2014
- 2014-07-30 CN CN201420425742.4U patent/CN204000930U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372012A (en) * | 2018-11-09 | 2019-02-22 | 安康学院 | A kind of Construction of Civil Engineering retaining wall |
| CN109372012B (en) * | 2018-11-09 | 2020-12-08 | 安康学院 | Civil engineering construction retaining wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141210 Termination date: 20160730 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |