CN104963356A - Retaining wall - Google Patents
Retaining wall Download PDFInfo
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- CN104963356A CN104963356A CN201510318104.1A CN201510318104A CN104963356A CN 104963356 A CN104963356 A CN 104963356A CN 201510318104 A CN201510318104 A CN 201510318104A CN 104963356 A CN104963356 A CN 104963356A
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- concrete wall
- wall body
- retaining wall
- wall
- retaining
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Abstract
The invention discloses a retaining wall. The retaining wall comprises a base layer and a concrete wall body, wherein the base layer and the concrete wall body are integrally formed in a casting molding mode; the section of the concrete wall body is a right-angled trapezoid. The retaining wall is characterized in that a steel reinforcement framework is arranged inside the concrete wall body; apex stones are arranged on the top of the concrete wall body; the upper surface of the apex stones is a greening layer; sand bags are evenly stacked along the slope of the concrete wall body; a drainage permeable layer is arranged on the other face of the concrete wall body; weep holes transversely penetrate through the concrete wall body; one ends of the weep holes are communicated with the drainage permeable layer; the other ends of the weep holes extend out of the slope. The retaining wall is high in structural strength, good in drainage effect and capable of effectively reducing scouring force of water to the wall body and preventing the wall body from collapsing.
Description
Technical field
The present invention relates to hydraulic engineering equipment technical field, particularly relate to a kind of retaining wall.
Background technology
The supporting of the geotechnical engineering soil body and hydraulic engineering embankment protection extensively adopt retaining wall technology.Retaining wall has multiple different form of structure, and wherein main and conventional form of structure is gravity, load retaining wall, half gravity, cantilevered, hold up arm-type, U-shaped structure, sheet pile formula and empty van formula etc.But the retaining wall under current technology, structure is firm not, and intensity is looked into, and construction period is long, and poor impact resistance is easily caved in, and there is larger hidden danger.
Summary of the invention
In order to solve the problem, the invention provides a kind of retaining wall, its structural strength is high, can reduce water washing away body of wall.
Retaining wall provided by the invention, comprise basic unit, with basic unit's formed by integrally casting shaping, cross section trapezoidal concrete wall at a right angle, it is characterized in that, be provided with cage of reinforcement in concrete wall, concrete wall top is provided with apex stone, and apex stone upper surface is green layer;
Concrete wall domaticly evenly stackingly has sandbag along it;
Concrete wall another side is provided with draining permeable formation, and laterally running through in concrete wall has water seepage hole, 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 through 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.
Retaining wall provided by the invention, structural strength is high, and drainage effect is good, effectively can reduce the scouring force of water to body of wall, prevent body of wall from caving in.
Accompanying drawing explanation
Fig. 1 is the structural representation of the retaining wall of one embodiment of the present invention.
Detailed description of the invention
Below in conjunction with drawings and the specific embodiments, explanation is described in further detail to technical scheme of the present invention.
Fig. 1 show schematically show the retaining wall according to one embodiment of the present invention.
As shown in Figure 1, retaining wall provided by the invention, comprise basic unit 1, with basic unit 1 formed by integrally casting shaping, cross section trapezoidal concrete wall 2 at a right angle, 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, thus add the intensity of concrete wall; Concrete wall 2 top is provided with apex stone 3, both can reinforce body of wall, and rainwater etc. can be avoided again directly to impact concrete wall top; Apex stone 3 upper surface is green layer 4, can plant various green plants, as the greenbelt of roadside, makes itself and surrounding environment coordinate mutually to arrange in pairs or groups; Concrete wall 2 domaticly evenly stackingly has sandbag 5 along it, and sandbag 5 is upwards stacking successively in step 23 surface, thus effectively reduces water to the scouring force of 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 side is provided with draining permeable formation 9, laterally a water seepage hole 22 is run through in step 23, water seepage hole 22 one end is communicated with there being draining permeable formation 9, outside other end pass-out step, basic unit 1 is provided with a gutter 11 along retaining wall length direction, and gutter 11 is connected with step 23 lateral surface.Water above concrete wall 2 flows into draining permeable formation 9 from the gap of apex stone head, and permeates downwards, enters water seepage hole 22 and comes together in gutter 11, and directed discharge, drainage effect is good.
In sum, retaining wall provided by the invention, structural strength is high, and drainage effect is good, effectively can reduce the scouring force of water to body of wall, prevent body of wall from caving in.
Claims (3)
1. retaining wall, comprise basic unit (1), with described basic unit (1) formed by integrally casting shaping, cross section trapezoidal concrete wall (2) at a right angle, it is characterized in that, cage of reinforcement (21) is provided with in described concrete wall (2), 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) domaticly evenly stackingly has sandbag (5) along it;
Described concrete wall (2) another side is provided with draining permeable formation (9), laterally run through in described concrete wall (2) and have water seepage hole (22), described water seepage hole (22) one end has draining permeable formation (9) to be communicated with described, the other end pass into domatic outside;
In described concrete wall (2), top is embedded with bleed off pipe (10).
2. retaining wall 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 through in described step (23).
3. retaining wall according to claim 2, 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510318104.1A CN104963356A (en) | 2015-06-06 | 2015-06-06 | Retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510318104.1A CN104963356A (en) | 2015-06-06 | 2015-06-06 | Retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104963356A true CN104963356A (en) | 2015-10-07 |
Family
ID=54217428
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510318104.1A Pending CN104963356A (en) | 2015-06-06 | 2015-06-06 | Retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104963356A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351253A (en) * | 2016-09-30 | 2017-01-25 | 岑溪市拓丰科技发展有限公司 | Novel water conservancy project retaining wall |
-
2015
- 2015-06-06 CN CN201510318104.1A patent/CN104963356A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351253A (en) * | 2016-09-30 | 2017-01-25 | 岑溪市拓丰科技发展有限公司 | Novel water conservancy project retaining wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20151007 |
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| WD01 | Invention patent application deemed withdrawn after publication |