CN203113374U - Strengthening type verdurization retaining wall - Google Patents
Strengthening type verdurization retaining wall Download PDFInfo
- Publication number
- CN203113374U CN203113374U CN 201320079466 CN201320079466U CN203113374U CN 203113374 U CN203113374 U CN 203113374U CN 201320079466 CN201320079466 CN 201320079466 CN 201320079466 U CN201320079466 U CN 201320079466U CN 203113374 U CN203113374 U CN 203113374U
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- wall
- retaining
- native
- soil
- heel
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Abstract
The utility model relates to a strengthening type verdurization retaining wall. An existing retaining wall with a concrete structure has many potential safety hazards, and a built stand wall is rigid, monotonous and obvious in appearance. The strengthening type verdurization retaining wall comprises a soil retaining stand wall (1) and an outer buttress (2). A wall heel (3) is arranged on the lower portion of the soil retaining stand wall. The wall heel is provided with a wall toe (4) which is connected with a wall banket (5). A rebar net (7) is arranged between the soil retaining stand wall and a soil body (6). The soil retaining stand wall and the wall heel are provided with one group of rebar penetrating holes (8). An anchor rod (9) penetrates through the soil retaining stand wall and the rebar net through the rebar penetrating holes. The anchor rod is connected to a steel pipe (10) in the soil body. One group of drainage pipes are placed in the soil retaining stand wall and are connected with a water storage groove. A flowerpot with a hole on the bottom is arranged in the water storage groove. The strengthening type verdurization retaining wall is applied to being arranged on the outer sides of roads and buildings.
Description
Technical field:
The utility model relates to a kind of reinforced greening soil blocking wall.Be specifically related to a kind of retaining wall that has decoration function and have the anchoring lacing wire.
Background technology:
Retaining wall refers to support that roadbed bankets or the hillside soil body, prevent from banketing or the weight body of soil deformation unstability.Existing soil is in the state that sustainable development is grown up, and various buildings not only come across the level land, and people open a way, build a house at massif.Generally be to adopt prefabricated component that common brick builds by laying bricks or stones as retaining wall in process of construction, there are a lot of potential safety hazards, syndeton instability not only, draining is dealt with improperly and can directly be caused caving in of retaining wall, and the simple retaining wall wall outward appearance of utilizing brick mix structure is stiff, and dullness is lofty again.
Summary of the invention:
The purpose of this utility model provides a kind of reinforced greening soil blocking wall.
Above-mentioned purpose realizes by following technical scheme:
A kind of reinforced greening soil blocking wall, its composition comprises: keep off native wall and outer buttress, keep off native wall and outer buttress, the native wall of described retaining bottom is the wall heel, described wall heel has toe of wall, described toe of wall connects the wall spats, has steel mesh reinforcement between the native wall of described retaining and the soil body, the native wall of described retaining and the heel of described wall have one group and wear the muscle hole, anchor pole runs through the native wall of described retaining by the described muscle hole of wearing, steel mesh reinforcement, described anchor pole are connected to the steel pipe in the soil body, and one group of gutter places the native wall of retaining, described gutter connects catch basin, the flowerpot that has bottom opening in the described catch basin.
Described reinforced greening soil blocking wall keeps off and has concrete on the native wall and bear down on one.
Beneficial effect:
1. retaining wall face of the present utility model is afforested and when beautifying, is acted on environment.
The utility model is in wall heel and keep off native wall and used anchor pole, has reinforced the drag degree of retaining wall, and the power of using steel mesh reinforcement retaining wall can be subjected to is on average disperseed, and is unlikely to cause to ruin to put in order because of a place is stressed to stop up cob wall.
The utility model Drainage Design can prevent that the soil body behind the retaining wall from causing sedimentation owing to water content is excessive.
Description of drawings:
Accompanying drawing 1 is structural representation of the present utility model.
The specific embodiment:
Embodiment 1:
A kind of reinforced greening soil blocking wall, its composition comprises: keep off native wall 1 and outer buttress 2, the native wall of described retaining bottom is wall heel 3, described wall heel has toe of wall 4, described toe of wall connects wall spats 5,6 of the native wall of described retaining and the soil bodys have steel mesh reinforcement 7, the native wall of described retaining and the heel of described wall have one group and wear muscle hole 8, anchor pole 9 runs through the native wall of described retaining by the described muscle hole of wearing, steel mesh reinforcement, described anchor pole is connected to the steel pipe 10 in the soil body, one group of gutter 11 places the native wall of retaining, and described gutter connects catch basin, the flowerpot 14 that has bottom opening in the described catch basin.
[0011] embodiment 2:
Embodiment 1 described reinforced greening soil blocking wall, described gutter two ends connect sandy gravel stratum loaded filter 12 and catch basin 13 respectively.
Can plant various flowers and grass in the flowerpot, the growing plants branches and leaves are as decorative environment usefulness, and the ponding in the catch basin reduces the number of times that the workman waters.
Embodiment 3:
Claims (2)
1. reinforced greening soil blocking wall, its composition comprises: keep off native wall and outer buttress, it is characterized in that: keep off native wall and outer buttress, the native wall of described retaining bottom is the wall heel, described wall heel has toe of wall, described toe of wall connects the wall spats, has steel mesh reinforcement between the native wall of described retaining and the soil body, the native wall of described retaining and the heel of described wall have one group and wear the muscle hole, anchor pole runs through the native wall of described retaining by the described muscle hole of wearing, steel mesh reinforcement, described anchor pole are connected to the steel pipe in the soil body, and one group of gutter places the native wall of retaining, described gutter connects catch basin, the flowerpot that has bottom opening in the described catch basin.
2. reinforced greening soil blocking wall according to claim 1 is characterized in that: keep off and have concrete on the native wall and bear down on one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320079466 CN203113374U (en) | 2013-02-21 | 2013-02-21 | Strengthening type verdurization retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320079466 CN203113374U (en) | 2013-02-21 | 2013-02-21 | Strengthening type verdurization retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203113374U true CN203113374U (en) | 2013-08-07 |
Family
ID=48893737
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320079466 Expired - Fee Related CN203113374U (en) | 2013-02-21 | 2013-02-21 | Strengthening type verdurization retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203113374U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541369A (en) * | 2013-10-31 | 2014-01-29 | 张胜文 | Anchor axis flat inclined type anchorage cable (rod) retaining wall structure and construction method |
| CN104863175A (en) * | 2015-04-21 | 2015-08-26 | 成都佳美嘉科技有限公司 | Retaining wall for water conservancy project |
| CN105507344A (en) * | 2016-01-21 | 2016-04-20 | 三峡大学 | Ecological retaining wall capable of collecting and supplying water automatically and implementation method and construction method |
| CN106120852A (en) * | 2016-07-06 | 2016-11-16 | 中国电建集团贵阳勘测设计研究院有限公司 | The reinforcement means of a kind of retaining wall and structure |
| CN106192884A (en) * | 2016-09-07 | 2016-12-07 | 蒋安美 | A kind of retaining wall for hydraulic engineering |
| CN108086351A (en) * | 2017-12-08 | 2018-05-29 | 湖南中大经纬地热开发科技有限公司 | There is the retaining wall discharge structure beautified the environment and its building method |
| CN108374388A (en) * | 2018-04-03 | 2018-08-07 | 晋泽兵 | A kind of retaining wall for hydraulic engineering |
| CN111005411A (en) * | 2019-12-20 | 2020-04-14 | 东台乾农绿化工程股份有限公司 | Retaining wall monitoring system |
-
2013
- 2013-02-21 CN CN 201320079466 patent/CN203113374U/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541369A (en) * | 2013-10-31 | 2014-01-29 | 张胜文 | Anchor axis flat inclined type anchorage cable (rod) retaining wall structure and construction method |
| CN103541369B (en) * | 2013-10-31 | 2015-12-30 | 张胜文 | The flat inclined of anchor pulling shaft line is anchored rope or is anchored pole spacing wall construction and construction method |
| CN104863175A (en) * | 2015-04-21 | 2015-08-26 | 成都佳美嘉科技有限公司 | Retaining wall for water conservancy project |
| CN104863175B (en) * | 2015-04-21 | 2016-10-05 | 河南黄河勘测设计研究院 | Hydraulic engineering retaining wall |
| CN105507344A (en) * | 2016-01-21 | 2016-04-20 | 三峡大学 | Ecological retaining wall capable of collecting and supplying water automatically and implementation method and construction method |
| CN105507344B (en) * | 2016-01-21 | 2018-02-13 | 三峡大学 | A kind of automatic water collecting supplies water ecological retaining wall and implementation |
| CN106120852A (en) * | 2016-07-06 | 2016-11-16 | 中国电建集团贵阳勘测设计研究院有限公司 | The reinforcement means of a kind of retaining wall and structure |
| CN106120852B (en) * | 2016-07-06 | 2018-08-28 | 中国电建集团贵阳勘测设计研究院有限公司 | A kind of reinforcement means and structure of retaining wall |
| CN106192884A (en) * | 2016-09-07 | 2016-12-07 | 蒋安美 | A kind of retaining wall for hydraulic engineering |
| CN108086351A (en) * | 2017-12-08 | 2018-05-29 | 湖南中大经纬地热开发科技有限公司 | There is the retaining wall discharge structure beautified the environment and its building method |
| CN108374388A (en) * | 2018-04-03 | 2018-08-07 | 晋泽兵 | A kind of retaining wall for hydraulic engineering |
| CN111005411A (en) * | 2019-12-20 | 2020-04-14 | 东台乾农绿化工程股份有限公司 | Retaining wall monitoring system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130807 Termination date: 20140221 |