CN214460511U - Structure of laying of side slope permeates water - Google Patents
Structure of laying of side slope permeates water Download PDFInfo
- Publication number
- CN214460511U CN214460511U CN202120073691.3U CN202120073691U CN214460511U CN 214460511 U CN214460511 U CN 214460511U CN 202120073691 U CN202120073691 U CN 202120073691U CN 214460511 U CN214460511 U CN 214460511U
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- China
- Prior art keywords
- side slope
- water
- permeates water
- flow guide
- laying structure
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- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 53
- 239000012466 permeate Substances 0.000 title claims abstract description 24
- 230000007246 mechanism Effects 0.000 claims abstract description 37
- 239000002689 soil Substances 0.000 claims abstract description 33
- 230000002787 reinforcement Effects 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 239000004746 geotextile Substances 0.000 claims description 14
- 238000009434 installation Methods 0.000 claims description 10
- 239000011380 pervious concrete Substances 0.000 claims description 7
- 239000004567 concrete Substances 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 9
- 239000004744 fabric Substances 0.000 abstract description 7
- 238000004162 soil erosion Methods 0.000 abstract description 5
- 239000004575 stone Substances 0.000 abstract description 4
- 239000004576 sand Substances 0.000 abstract description 3
- 238000004804 winding Methods 0.000 abstract description 3
- 239000008187 granular material Substances 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 25
- 239000000463 material Substances 0.000 description 7
- 230000035699 permeability Effects 0.000 description 3
- 239000004677 Nylon Substances 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 238000001467 acupuncture Methods 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- -1 so have ventilative Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to a side slope technical field permeates water, this structure of laying of side slope permeates water, including the side slope body, one side of side slope body be provided with the concrete layer that permeates water, one side of the concrete layer that permeates water be provided with the geotechnological cloth that permeates water, the top of geotechnological cloth that permeates water be provided with afforestation soil horizon, afforestation soil horizon's top be provided with the reinforcement net, one side of reinforcement net be provided with water conservancy diversion mechanism. The utility model has the advantages that: this structure of laying of side slope permeates water, one side through at the side slope body has set up the one deck concrete layer that permeates water, can play the effect of drainage, one side on concrete layer that permeates water is provided with the geotechnological cloth that permeates water, can cut off the soil granule effectively, fine sand, little building stones etc. to keep the stability of soil and water engineering, the top on afforestation soil layer is provided with the reinforcement net, the reinforcement net set up to take root the winding of plant and facilitate, make the plant link into a slice, can avoid soil erosion and water loss, convenient to use.
Description
Technical Field
The utility model relates to a side slope technical field, especially a side slope's that permeates water laying structure.
Background
With the acceleration of national infrastructure construction, a large number of exposed slopes are formed due to the implementation of the construction of infrastructures such as traffic, water conservancy, mines, electric power and the like, the slopes not only influence the ecological environment landscape, but also have geological safety hidden dangers, for example, the landslide phenomenon is easily caused in rainy season, and the integral quality and efficiency of the engineering are also influenced, so that many places begin to vigorously carry out slope greening work; the side slope refers to a slope surface with a certain slope and made on two sides of the roadbed for ensuring the stability of the roadbed, and is classified according to the causes: can be divided into an artificial side slope and a natural side slope;
the side slope among the prior art has the effect that can effectively ensure the road bed stability, but the side slope that has now is mostly used concrete and stone material to protect the side slope, and the slope content is easy ponding, and does not have drainage structures, and inconvenient ponding discharge in with the side slope leads to the protective layer to remove easily along with the increase of live time, seriously still can cause to collapse, has the potential safety hazard, so at present propose a side slope and side slope drainage structures and solve above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's shortcoming, provide a structure of laying of side slope permeates water.
The purpose of the utility model is realized through the following technical scheme: a laying structure of a permeable side slope comprises a side slope body, wherein a permeable concrete layer is arranged on one side of the side slope body, a permeable geotextile is arranged on one side of the permeable concrete layer, a greening soil layer is arranged at the top of the permeable geotextile, a reinforcing net is arranged at the top of the greening soil layer, a flow guide mechanism is arranged on one side of the reinforcing net, drainage channels are arranged at two ends of the flow guide mechanism, and a reservoir is arranged at one end of each drainage channel;
the water conservancy diversion mechanism include guide plate, mount and reinforcement stock, mount fixed connection in the both sides of guide plate, the inside of mount seted up the installation through-hole, the inside of installation through-hole be provided with the reinforcement stock, the reinforcement stock run through to the inside of side slope body.
Optionally, the number of the flow guide mechanisms is several, and the several flow guide mechanisms are parallel to each other.
Optionally, the distance between a plurality of the flow guide mechanisms is-M.
Optionally, the flow guide mechanism is a herringbone.
Optionally, the number of the reinforcing anchor rods is several.
Optionally, the thickness of the greening soil layer is 20-30 CM.
Optionally, a joint of the drainage channel and the diversion mechanism is provided with an installation ear, and one side of the installation ear is fixedly connected with a filter screen.
Optionally, a drainage pipeline is arranged on one side of the water storage tank.
The utility model has the advantages of it is following:
1. this structure of laying of side slope permeates water, concrete layer permeates water through having set up the one deck in one side of side slope body, can play the effect of drainage, one side on concrete layer permeates water is provided with the geotechnological cloth that permeates water, can cut off the soil granule effectively, fine sand, little building stones etc. with the stability that keeps water and soil engineering, the top of geotechnological cloth that permeates water sets up the afforestation soil horizon, through being provided with the afforestation soil horizon, the inside of afforestation soil horizon can be used for planting the plant, it is effectual to afforest, the top of afforestation soil horizon is provided with the reinforcing net, the setting up of reinforcing net provides convenience for the winding of taking root of plant, make the plant fuse into a slice, can avoid soil erosion, the soil erosion effect is better.
2. This side slope's that permeates water laying structure through being provided with water conservancy diversion mechanism, drain and cistern mutually support, and water conservancy diversion mechanism layering drainage avoids the rainwater gathering to enlarge the washing away scope, prevents that soil from being washed away and run off, and the junction of drain and water conservancy diversion mechanism is provided with the filter screen, and the filter screen can play filterable effect, reduces soil erosion and water loss, and the practicality is stronger.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is a front view of the present invention;
fig. 3 is a cross-sectional view of the present invention;
fig. 4 is a schematic structural view of the flow guide mechanism of the present invention;
fig. 5 is a schematic structural diagram of the filter screen of the present invention.
In the figure: 1-a side slope body, 2-a pervious concrete layer, 3-a pervious geotextile, 4-a green soil layer, 5-a reinforcing net, 6-a flow guide mechanism, 601-a flow guide plate, 602-a fixing frame, 603-a reinforcing anchor rod, 7-a drainage channel, 8-a water storage tank and 9-a filter screen.
Detailed Description
The invention will be further described with reference to the accompanying drawings, but the scope of the invention is not limited to the following description.
As shown in fig. 1 to 5, a permeable side slope laying structure includes a side slope body 1, a permeable concrete layer 2 is disposed on one side of the side slope body 1, a permeable geotextile 3 is disposed on one side of the permeable concrete layer 2, a greening soil layer 4 is disposed on the top of the permeable geotextile 3, a reinforcing net 5 is disposed on the top of the greening soil layer 4, a flow guide mechanism 6 is disposed on one side of the reinforcing net 5, a drainage channel 7 is disposed at each of two ends of the flow guide mechanism 6, and a reservoir 8 is disposed at one end of the drainage channel 7;
the diversion mechanism 6 comprises a diversion plate 601, a fixing frame 602 and a reinforcing anchor rod 603, the fixing frame 602 is fixedly connected to two sides of the diversion plate 601, an installation through hole is formed in the fixing frame 602, the reinforcing anchor rod 603 is arranged in the installation through hole, and the reinforcing anchor rod 603 penetrates through the side slope body 1.
As a preferred technical scheme of the utility model, the quantity of water conservancy diversion mechanism 6 is a plurality of, and a plurality of water conservancy diversion mechanism 6 is parallel to each other.
As an optimized technical proposal of the utility model, the distance between a plurality of diversion mechanisms 6 is 2-10M.
As an optimized technical scheme of the utility model, the water conservancy diversion mechanism 6 is the herringbone.
As an optimized technical solution of the utility model, the quantity of reinforcing stock 603 is a plurality of.
As an optimized technical proposal of the utility model, the thickness of the greening soil layer 4 is 20-30 CM.
As a preferred technical scheme of the utility model, the junction of drain 7 and guiding mechanism 6 is provided with the installation ear, one side fixedly connected with filter screen 9 of installation ear.
As an optimized technical scheme of the utility model, one side of cistern 8 is provided with drainage pipe.
The working process of the utility model is as follows: this structure of laying of side slope permeates water, when using, through set up one deck pervious concrete layer 2 in one side of side slope body 1, pervious concrete layer 2 is by the mutual honeycomb structure who forms the hole evenly distributed of coarse aggregate surface cladding a thin cement thick layer, so have ventilative, permeate water and light in weight's characteristics, can play the effect of drainage, be provided with the geotechnological cloth 3 that permeates water in one side of pervious concrete layer 2, pervious concrete layer 2 is the geotextile, it is the water permeability geosynthetic material that is formed by synthetic fiber through acupuncture or weaving. The geotextile is one of new material geosynthetic materials, and the finished product is in a cloth shape, generally has a width of 4-6 meters and a length of 50-100 meters. The geotextile is divided into a woven geotextile and a non-woven filament geotextile, when water flows into a coarse material soil layer from a fine material soil layer, the good air permeability and water permeability of the polyester staple fiber needle-punched geotextile are utilized to lead water flow to pass through, so as to effectively intercept soil particles, fine sand, small stones and the like, so as to keep the stability of water and soil engineering, the top of the geotextile 3 which is convenient for water permeation is provided with a greening soil layer 4, the interior of the greening soil layer 4 can be used for planting plants by being provided with the greening soil layer 4, the greening effect is good, the top of the greening soil layer 4 is provided with a reinforcing net 5, the material of the reinforcing net 5 is nylon, the arrangement of the reinforcing net 5 can position the plants, the rooting and winding of the plants are facilitated, the plants are connected into one piece, the water and soil loss can be avoided, the soil fixing effect is better, and the flow guide mechanism 6, the drainage channel 7 and the reservoir 8 are matched with each other by being provided with the flow guide mechanism 6, guiding mechanism 6 is installed on side slope body 1 through consolidating stock 603, a plurality of guiding mechanism 6 can be with the not water of co-altitude in introducing water drainage 7 respectively, water drainage 7 sets up on side slope body 1, water drainage 7 can be fixed on side slope body 1 with the stock, last rainwater gets into in the cistern 8, through being provided with guiding mechanism 6, guiding mechanism 6 layering drainage, avoid rainwater gathering to enlarge the washout scope, prevent that soil from being washed away the loss, water drainage 7 and guiding mechanism 6's junction is provided with filter screen 9, filter screen 9 can play filterable effect, reduce soil erosion and water loss, the practicality is stronger.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a side slope's that permeates water laying structure, includes side slope body (1), its characterized in that: a pervious concrete layer (2) is arranged on one side of the side slope body (1), a pervious geotextile (3) is arranged on one side of the pervious concrete layer (2), a greening soil layer (4) is arranged on the top of the pervious geotextile (3), a reinforcing net (5) is arranged on the top of the greening soil layer (4), a flow guide mechanism (6) is arranged on one side of the reinforcing net (5), drainage channels (7) are arranged at two ends of the flow guide mechanism (6), and a reservoir (8) is arranged at one end of each drainage channel (7);
flow guide mechanism (6) include guide plate (601), mount (602) and reinforcement stock (603), mount (602) fixed connection in the both sides of guide plate (601), the inside of mount (602) seted up mounting hole, mounting hole's inside be provided with reinforcement stock (603), reinforcement stock (603) run through to the inside of side slope body (1).
2. The permeable side slope laying structure according to claim 1, characterized in that: the number of the flow guide mechanisms (6) is a plurality, and the flow guide mechanisms (6) are parallel to each other.
3. The permeable side slope laying structure according to claim 1, characterized in that: the distance between the plurality of flow guide mechanisms (6) is 2-10M.
4. The permeable side slope laying structure according to claim 1, characterized in that: the flow guide mechanism (6) is in a shape of Chinese character 'herringbone'.
5. The permeable side slope laying structure according to claim 1, characterized in that: the number of the reinforcing anchor rods (603) is several.
6. The permeable side slope laying structure according to claim 1, characterized in that: the thickness of the greening soil layer (4) is 20-30 CM.
7. The permeable side slope laying structure according to claim 1, characterized in that: the joint of the drainage channel (7) and the flow guide mechanism (6) is provided with an installation ear, and one side of the installation ear is fixedly connected with a filter screen (9).
8. The permeable side slope laying structure according to claim 1, characterized in that: and a drainage pipeline is arranged on one side of the water storage tank (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120073691.3U CN214460511U (en) | 2021-01-12 | 2021-01-12 | Structure of laying of side slope permeates water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120073691.3U CN214460511U (en) | 2021-01-12 | 2021-01-12 | Structure of laying of side slope permeates water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214460511U true CN214460511U (en) | 2021-10-22 |
Family
ID=78138948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120073691.3U Expired - Fee Related CN214460511U (en) | 2021-01-12 | 2021-01-12 | Structure of laying of side slope permeates water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214460511U (en) |
-
2021
- 2021-01-12 CN CN202120073691.3U patent/CN214460511U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20211022 |