CN205502026U - Planting technique slight slope structure of floor load sees bottom - Google Patents
Planting technique slight slope structure of floor load sees bottom Download PDFInfo
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- CN205502026U CN205502026U CN201620131162.3U CN201620131162U CN205502026U CN 205502026 U CN205502026 U CN 205502026U CN 201620131162 U CN201620131162 U CN 201620131162U CN 205502026 U CN205502026 U CN 205502026U
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- planting
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Abstract
The utility model discloses a planting technique slight slope structure of floor load sees bottom, including domatic main part, domatic main part just is provided with a plurality of planting grooves in the surface for the slope form, the inner wall of planting between the groove is provided with the hole, and inside being provided with of hole is used for filterable filling member, domatic main part mainly plays the protection to road both sides slope, grass can be planted in the planting groove of domatic main part setting, the rhizome that the utilizes grass soil of holding, prevent that rainwash from leading to silt loss road to produce the phenomenon that collapses, simultaneously lead to unablely in time discharging planting the groove in order to prevent that the rainwater from gathering, the inner wall of planting between the groove is provided with the hole that supplies the rainwater circulation, because of being the slope, domatic main part describes, when planting groove internal accumulation rainwater, the rainwater is planted the groove from the eminence and is passed through hole flow direction lower planting groove under the effect of gravity, simultaneously in order to prevent that the rainwater is at the rocky soil of passing by through hole circulation chronozone, the hole intussuseption is filled with filters the piece.
Description
Technical field
This utility model relates to greening and environmental protection technical field, more specifically, it relates to the planting technique soil slope structure of a kind of load of floor that sees the bottom.
Background technology
Along with the fast development of economic society, the capital construction speed of China is accelerated, and defines substantial amounts of bare slope because implementing the construction projects such as traffic, water conservancy, mine, electric power.These bare slopes not only have impact on Landscape Ecological, and some there is also geological disaster hidden danger, affects the safety and stability of main body afforestation project.Thus, a lot of local beginning Efforts To Develop greening side slopes.
Greening side slope is a kind of emerging ecological revetment mode that can effectively protect bare slope, and it combines with traditional civil engineering bank protection, can effectively realize domatic ecological vegetation and recover and protection.Not only having the function conserved water and soil, it is also possible to improve environment and view, improve health care, educational level, greening side slope is broadly divided into: the gentle greening side slope of steep side slope greening；Soil-slope greening and rock side-slope are afforested；If but existing greening side slope simply plantation vegetation is protected from the domatic exposed of slight slope; the slope vegetation when rain drop erosion then can be caused to be destroyed and to cause phenomenon generation of coming down; if directly covering domatic with concrete layer and outputing some holes at concrete surface and carry out vegetation plantation, the method can cause accumulation of rainwater cannot discharge and make vegetation to invade bubble for a long time at hole and cause butt rot in rainwater.
Utility model content
The deficiency existed for prior art, the purpose of this utility model is to provide the planting technique soil slope structure of a kind of load of floor that sees the bottom, it is possible to resolve the problem that slight slope draining is inconvenient traditionally and vegetation survival rate is relatively low.
For achieving the above object, this utility model provides following technical scheme:
The planting technique soil slope structure of a kind of load of floor that sees the bottom, including domatic main body, described domatic main body is skewed and surface configuration has some planting grooves, the inwall between described planting groove to be provided with hole, and hole is internally provided with the filling member for filtering.
By taking technique scheme, domatic main body primarily serves the protection to road sloped sides face, the planting groove that domatic main body is arranged can plant thick grass, utilize the rhizome of thick grass to soil of holding, prevent rain drop erosion from causing silt loss road to produce the phenomenon that collapses, simultaneously in order to prevent rainwater collecting from causing discharging in time at planting groove, inwall between planting groove is provided with the hole for rainwater circulation, because domatic main body is skewed, when planting groove inner accumulated rainwater, rainwater flows to lower planting groove from eminence planting groove by hole under gravity, simultaneously in order to prevent rainwater from taking away too much sandy soil when hole circulates, filtration members it is filled with in hole.
This utility model is further arranged to: described domatic main body inclined upper is provided with two support members, is provided with rotating shaft between described support member, and rotating shaft surface is fixedly connected with sunshade net.
By taking technique scheme, in order to strengthen the survival rate of thick grass, protecting domatic main body in extreme weather, stretchable sunshade net is along axis of rotation, thus covers whole domatic main body simultaneously.
This utility model is further arranged to: described filling member is pervious concrete.
By taking technique scheme, pervious concrete is also known as celluar concrete, non-fine concrete, permeable terrace.Being a kind of porous light concrete by aggregate, cement and water mixing, it does not contains fine aggregate, coarse aggregate Surface coating a thin layer cement mortar mutually bond and form the equally distributed alveolate texture in hole, therefore have ventilative, permeable and lightweight feature.
This utility model is further arranged to: described domatic main body tilting bottom is provided with drain pipe, and described drain pipe connects with planting groove hole.
By taking technique scheme, the rainwater brushed down to liquidate carries out the drainage sunk well concentrated, the inclined shape of domatic main body, and planting groove arranges in gradient, rainwater, when afterbody planting groove is discharged, can directly unified under the effect of the drain of drain pipe be collected.
This utility model is further arranged to: described sunshade net is three-dimension vegetative net.
By taking technique scheme, the comprehensive geonet of three-dimension vegetative net bulkhead tech and the advantage of slope vegetation protection, rock side slope, high-steep slope protection problem can be efficiently solved.Application example shows, side slope is stablized extremely advantageous by three-dimension vegetative net bank protection, and protection effect is good.
Compared to prior art, this utility model have protection domatic while be easy to the advantage of draining.
Accompanying drawing explanation
Fig. 1 is this utility model view one；
Fig. 2 is this utility model view two.
Fig. 3 is the A portion enlarged diagram of Fig. 2.
Reference: 110, domatic main body；111, planting groove；112, support member；113, rotating shaft；114, filling member.
Detailed description of the invention
Referring to the drawings embodiment of the present utility model is described further.
See figures.1.and.2, a kind of planting technique soil slope structure of the load of floor that sees the bottom, including domatic main body 110, domatic main body 110 has some planting grooves 111 for skewed and surface configuration, inwall between planting groove 111 is provided with hole, and hole is internally provided with the filling member 114 for filtering；Domatic main body 110 primarily serves the protection to road sloped sides face, and the planting groove 111 that domatic main body 110 is arranged can plant thick grass, utilizes the rhizome of thick grass to soil of holding, prevents rain drop erosion from causing silt loss road to produce the phenomenon that collapses；In order to strengthen the survival rate of thick grass, protecting domatic main body 110 in extreme weather, stretchable sunshade net rotates along rotating shaft 113, thus covers whole domatic main body 110 simultaneously.
The comprehensive geonet of three-dimension vegetative net bulkhead tech and the advantage of slope vegetation protection, can efficiently solve rock side slope, high-steep slope protection problem.Application example shows, side slope is stablized extremely advantageous by three-dimension vegetative net bank protection, and protection effect is good.
With reference to Fig. 3, simultaneously in order to prevent rainwater collecting from causing discharging in time at planting groove 111, inwall between planting groove 111 is provided with the hole for rainwater circulation, because domatic main body 110 is skewed, when planting groove 111 inner accumulated rainwater, rainwater flows to lower planting groove 111 from eminence planting groove 111 by hole under gravity, simultaneously in order to prevent rainwater from taking away too much sandy soil when hole circulates, is filled with filtration members in hole.
Pervious concrete is also known as celluar concrete, non-fine concrete, permeable terrace.Being a kind of porous light concrete by aggregate, cement and water mixing, it does not contains fine aggregate, coarse aggregate Surface coating a thin layer cement mortar mutually bond and form the equally distributed alveolate texture in hole, therefore have ventilative, permeable and lightweight feature.
The above is only preferred implementation of the present utility model, and protection domain of the present utility model is not limited merely to above-described embodiment, and all technical schemes belonged under this utility model thinking belong to protection domain of the present utility model.It should be pointed out that, for those skilled in the art, without departing from the some improvements and modifications under this utility model principle premise, these improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (5)
1. the planting technique soil slope structure of the load of floor that sees the bottom, it is characterized in that: include domatic main body, described domatic main body is skewed and surface configuration has some planting grooves, the inwall between described planting groove to be provided with hole, and hole is internally provided with the filling member for filtering.
The planting technique soil slope structure of a kind of load of floor that sees the bottom the most according to claim 1, is characterized in that: described domatic main body inclined upper is provided with two support members, is provided with rotating shaft between described support member, and rotating shaft surface is fixedly connected with sunshade net.
The planting technique soil slope structure of a kind of load of floor that sees the bottom the most according to claim 1, is characterized in that: described filling member is pervious concrete.
The planting technique soil slope structure of a kind of load of floor that sees the bottom the most according to claim 1, is characterized in that: described domatic main body tilting bottom is provided with drain pipe, and described drain pipe connects with planting groove hole.
The planting technique soil slope structure of a kind of load of floor that sees the bottom the most according to claim 2, is characterized in that: described sunshade net is three-dimension vegetative net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620131162.3U CN205502026U (en) | 2016-02-19 | 2016-02-19 | Planting technique slight slope structure of floor load sees bottom |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620131162.3U CN205502026U (en) | 2016-02-19 | 2016-02-19 | Planting technique slight slope structure of floor load sees bottom |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502026U true CN205502026U (en) | 2016-08-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620131162.3U Expired - Fee Related CN205502026U (en) | 2016-02-19 | 2016-02-19 | Planting technique slight slope structure of floor load sees bottom |
Country Status (1)
| Country | Link |
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| CN (1) | CN205502026U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106337396A (en) * | 2016-08-26 | 2017-01-18 | 天津绿茵景观生态建设股份有限公司 | Novel grass planting ditch structure |
| CN111254948A (en) * | 2020-01-19 | 2020-06-09 | 深圳市鼎邦工程有限公司 | Ecological slope protection structure and ecological slope protection method |
-
2016
- 2016-02-19 CN CN201620131162.3U patent/CN205502026U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106337396A (en) * | 2016-08-26 | 2017-01-18 | 天津绿茵景观生态建设股份有限公司 | Novel grass planting ditch structure |
| CN111254948A (en) * | 2020-01-19 | 2020-06-09 | 深圳市鼎邦工程有限公司 | Ecological slope protection structure and ecological slope protection method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160824 Termination date: 20190219 |