CN203654316U - Retaining wall for hydraulic engineering - Google Patents
Retaining wall for hydraulic engineering Download PDFInfo
- Publication number
- CN203654316U CN203654316U CN201320845195.0U CN201320845195U CN203654316U CN 203654316 U CN203654316 U CN 203654316U CN 201320845195 U CN201320845195 U CN 201320845195U CN 203654316 U CN203654316 U CN 203654316U
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- Prior art keywords
- layer
- concrete wall
- corrosion
- hydraulic engineering
- retaining wall
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- 239000004575 stone Substances 0.000 claims abstract description 23
- 239000002689 soil Substances 0.000 claims abstract description 16
- 230000007797 corrosion Effects 0.000 claims abstract description 13
- 238000005260 corrosion Methods 0.000 claims abstract description 13
- 239000004576 sand Substances 0.000 claims abstract description 5
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 239000004744 fabric Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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Abstract
The utility model relates to a retaining wall for hydraulic engineering. The retaining wall comprises a concrete foundation (1), a concrete wall (2) and a concrete wall body (3), wherein the section of the concrete wall body (3) is in the shape of a triangle, a sand bed (5), a hardcore bed (6) and a blocked stone layer (7) are sequentially arranged on the grade surface of the concrete wall body (3) from bottom to top; a corrosion-resistant soil layer (8) is arranged on the blocked stone layer (7); an afforest layer (10) is arranged on the corrosion-resistant soil layer (8); a fabric layer (9) is arranged between the corrosion-resistant soil layer (8) and the afforest layer (10); a flower pond (11) is arranged at the top of the concrete wall (2); dewatering holes (12) are formed in the bottom of the flower pond (11); overflow holes (13) are formed in the upper part of the concrete wall body (3) in the horizontal direction; the dewatering holes (12) are communicated with the overflow holes (13). The retaining wall for the hydraulic engineering has the advantages of high structural strength, good impact resistance, beautiful appearance and convenience in construction.
Description
Technical field
The utility model relates to a kind of retaining wall for hydraulic engineering, belongs to hydraulic engineering technical field.
Background technology
Retaining wall refers to supporting Roadbed Soil or the hillside soil body, prevent from banketing or the structure of soil deformation unstability.Existing retaining wall conventionally adopts stone to assemble and forms, and its structural strength is poor, and construction period is long, and poor impact resistance is easily caved in; Existing retaining wall outward appearance ugliness, does not meet the requirement of modern residential environment simultaneously.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, and a kind of retaining wall for hydraulic engineering is provided, and its structural strength is high, and resistance to impact is good, and good looking appearance and construction are convenient.
The purpose of this utility model is achieved in that a kind of retaining wall for hydraulic engineering, it comprises concrete foundation, concrete wall and concrete wall, the cross section of described concrete wall is triangular in shape, in described concrete wall, be provided with cage of reinforcement, on described concrete wall domatic, be disposed with sand cushion from bottom to top, hardcore bed and block stone layer, described block stone layer has multiple blocks of stones to be mutually spliced, on described block stone layer, be provided with corrosion-resistant soil layer, on described corrosion-resistant soil layer, be provided with green layer, between described corrosion-resistant soil layer and green layer, be provided with tissue layer, described concrete wall top is provided with Hua Chi, bottom, described colored pond is provided with drain hole, described concrete wall top along continuous straight runs is provided with spout hole, described drain hole is connected with spout hole.
Described block of stone is hexagon, and described hexagon Kuai Shi center offers circular hole or two slotted holes that are parallel to each other.
Compared with prior art, the utlity model has following beneficial effect:
A kind of retaining wall for hydraulic engineering of the utility model, its structural strength is high, and resistance to impact is good, and good looking appearance and construction are convenient.
Brief description of the drawings
Fig. 1 is the structural representation of a kind of retaining wall for hydraulic engineering of the utility model.
Fig. 2 is a kind of embodiment schematic diagram of piece stone in block stone layer.
Fig. 3 is the another kind of embodiment schematic diagram of piece stone in block stone layer.
Wherein:
Concrete foundation 1
Cage of reinforcement 4
Sand cushion 5
Hardcore bed 6
Corrosion-resistant soil layer 8
Tissue layer 9
Flower pond 11
Drain hole 12
Spout hole 13.
Detailed description of the invention
Referring to Fig. 1 ~ Fig. 3, a kind of retaining wall for hydraulic engineering of the utility model, it comprises concrete foundation 1, concrete wall 2 and concrete wall 3, the cross section of described concrete wall 3 is triangular in shape, in described concrete wall 3, be provided with cage of reinforcement 4, on described concrete wall 3 domatic, be disposed with sand cushion 5 from bottom to top, hardcore bed 6 and block stone layer 7, described block stone layer 7 has multiple blocks of stones to be mutually spliced, described block of stone is hexagon, described hexagon Kuai Shi center offers circular hole or two slotted holes that are parallel to each other, on described block stone layer 7, be provided with corrosion-resistant soil layer 8, on described corrosion-resistant soil layer 8, be provided with green layer 10, between described corrosion-resistant soil layer 8 and green layer 10, be provided with tissue layer 9, described concrete wall 2 tops are provided with Hua Chi 11, 11 bottoms, described colored pond are provided with drain hole 12, described concrete wall 3 top along continuous straight runs are provided with spout hole 13, described drain hole 12 is connected with spout hole 13.
Claims (2)
1. a retaining wall for hydraulic engineering, it is characterized in that: it comprises concrete foundation (1), concrete wall (2) and concrete wall (3), the cross section of described concrete wall (3) is triangular in shape, in described concrete wall (3), be provided with cage of reinforcement (4), on described concrete wall (3) domatic, be disposed with sand cushion (5) from bottom to top, hardcore bed (6) and block stone layer (7), described block stone layer (7) has multiple blocks of stones to be mutually spliced, on described block stone layer (7), be provided with corrosion-resistant soil layer (8), on described corrosion-resistant soil layer (8), be provided with green layer (10), between described corrosion-resistant soil layer (8) and green layer (10), be provided with tissue layer (9), described concrete wall (2) top is provided with Hua Chi (11), bottom, described colored pond (11) is provided with drain hole (12), described concrete wall (3) top along continuous straight runs is provided with spout hole (13), described drain hole (12) is connected with spout hole (13).
2. a kind of retaining wall for hydraulic engineering according to claim 1, is characterized in that: described block of stone is hexagon, and described hexagon Kuai Shi center offers circular hole or two slotted holes that are parallel to each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320845195.0U CN203654316U (en) | 2013-12-20 | 2013-12-20 | Retaining wall for hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320845195.0U CN203654316U (en) | 2013-12-20 | 2013-12-20 | Retaining wall for hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203654316U true CN203654316U (en) | 2014-06-18 |
Family
ID=50920723
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320845195.0U Expired - Fee Related CN203654316U (en) | 2013-12-20 | 2013-12-20 | Retaining wall for hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203654316U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103696435A (en) * | 2013-12-20 | 2014-04-02 | 杨文革 | Water conservancy project retaining wall |
| CN104988947A (en) * | 2015-06-11 | 2015-10-21 | 华北水利水电大学 | Hydraulic engineering retaining wall |
| CN106638461A (en) * | 2017-01-10 | 2017-05-10 | 成都佳美嘉科技有限公司 | Hydraulic engineering retaining wall |
-
2013
- 2013-12-20 CN CN201320845195.0U patent/CN203654316U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103696435A (en) * | 2013-12-20 | 2014-04-02 | 杨文革 | Water conservancy project retaining wall |
| CN104988947A (en) * | 2015-06-11 | 2015-10-21 | 华北水利水电大学 | Hydraulic engineering retaining wall |
| CN104988947B (en) * | 2015-06-11 | 2017-07-21 | 华北水利水电大学 | A kind of retaining wall for hydraulic engineering |
| CN106638461A (en) * | 2017-01-10 | 2017-05-10 | 成都佳美嘉科技有限公司 | Hydraulic engineering 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: 20140618 Termination date: 20181220 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |