CN203755201U - Energy-saving sinking type flood intercepting road isolation belt - Google Patents
Energy-saving sinking type flood intercepting road isolation belt Download PDFInfo
- Publication number
- CN203755201U CN203755201U CN201420018567.7U CN201420018567U CN203755201U CN 203755201 U CN203755201 U CN 203755201U CN 201420018567 U CN201420018567 U CN 201420018567U CN 203755201 U CN203755201 U CN 203755201U
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- China
- Prior art keywords
- isolation belt
- plant growth
- road
- growth fertilizer
- energy
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- 238000002955 isolation Methods 0.000 title claims abstract description 28
- 239000003337 fertilizer Substances 0.000 claims abstract description 24
- 230000008635 plant growth Effects 0.000 claims abstract description 23
- 241001464837 Viridiplantae Species 0.000 claims abstract description 8
- 239000004746 geotextile Substances 0.000 claims description 13
- 239000004576 sand Substances 0.000 claims description 12
- 238000004134 energy conservation Methods 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 9
- 230000007613 environmental effect Effects 0.000 abstract description 2
- 238000004064 recycling Methods 0.000 abstract description 2
- 239000004744 fabric Substances 0.000 abstract 3
- 241000196324 Embryophyta Species 0.000 description 5
- 235000003255 Carthamus tinctorius Nutrition 0.000 description 1
- 244000020518 Carthamus tinctorius Species 0.000 description 1
- 244000259191 Duranta erecta Species 0.000 description 1
- 240000005062 Hymenocallis littoralis Species 0.000 description 1
- 241000906054 Loropetalum Species 0.000 description 1
- 241000203383 Schefflera Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 230000012010 growth Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Cultivation Of Plants (AREA)
Abstract
The utility model relates to an energy-saving sinking type flood intercepting road isolation belt and belongs to the technical field of road facilities. The energy-saving sinking type flood intercepting road isolation belt comprises green plants, water drain pipes, isolation belt guard bars, a bicycle lane, plant growth fertilizer, an inverted filter layer, geotechnical cloth, a Gabion mesh, a pipeline with an opening at the upper end, a motorway and a water gathering part; the isolation belt guard bar is arranged at each of two sides of the isolation belt, the water drain pipe is mounted between the isolation belt guard bar and the ground, the uppermost layer of the isolation belt is filled with the plant growth fertilizer, green plants are planted in the plant growth fertilizer, the inverted filter layer is located under the plant growth fertilizer, the geotechnical cloth is arranged under the inverted filter layer, the Gabion mesh is arranged under the geotechnical cloth, the downside of the Gabion mesh is connected with one end of the pipeline with the opening at the upper end, and the other end of the pipeline with the opening at the upper end is connected with the water gathering part. By means of the sinking type design, the road drainage flood intercepting function is achieved; the water is clean after being filtered through the isolation belt, the clean water is gathered to a certain place for recycling, so that the energy-saving sinking type flood intercepting road isolation belt is economical and environmental friendly.
Description
Technical field
The utility model relates to energy-conservation section of big vast road separator of a kind of sunk type, belongs to highway facilities technical field.
Background technology
Along with socioeconomic fast development, scale of urbanization constantly expands, and existing urban flood defence pipeline often holds invasion and attack that can't stand heavy rain, cause road to be flooded, traffic jam, even house is flooded, lives and properties to people constitute a serious threat, and cause huge economic loss.
Existing pavement of road drainage conventionally adopts the setting that keeps at a certain distance away of the intersection in road surface and isolation strip, have the shortcoming of drainability deficiency, and the rainwater of collection can not directly reuse.
Summary of the invention
The technical problems to be solved in the utility model is: provide a kind of sunk type energy-conservation section of big vast road separator, purified air, draining cuts flood, the object that water purification is energy-conservation for reaching.
Technical solutions of the utility model are: energy-conservation section of big vast road separator of a kind of sunk type, comprises green plants 1, gutter 2, isolation strip guardrail 3, nonmotorized vehicle lane 4, plant growth fertilizer 5, loaded filter, geotextiles 9, gabion net 10, upper end open pipeline 11, motorway 12, catchment 13, described road separator is positioned at the intersection of motorway 12 and nonmotorized vehicle lane 4, the right and left of road separator is equipped with isolation strip guardrail 3, gutter 2 is housed between isolation strip guardrail 3 and ground, the described road separator the superiors fill out with plant growth fertilizer 5, on plant growth fertilizer 5, plant green plants 1, it under plant growth fertilizer 5, is loaded filter, one deck geotextiles 9 is set below loaded filter, geotextiles 9 has one deck gabion net 10, being connected with one end of upper end open pipeline 11 below of gabion net 10, the other end of upper end open pipeline 11 is connected with catchment 13.
Described road separator total adopts sunk type design, it is lower than pavement of road 30cm.
The horizontal road surface of described road tilts 2% along road separator direction.
Described loaded filter is followed successively by fine sand layer 6, middle layer of sand 7, boulder bed 8 from top to bottom.
Described road separator cross section is funnel shaped.
The beneficial effects of the utility model are: this isolation strip adopts sunk type design, horizontal wall inscription tendency sunk type isolation strip, can realize road drainage and cut big vast function, can alleviate to a great extent the pressure of urban flood defence pipeline, and the water after filtering by the utility model device, cleaner, can be collected into certain by lower pipeline, can realize recycling, economic environmental protection.
Accompanying drawing explanation
Fig. 1 is cross-sectional configuration schematic diagram of the present utility model;
Fig. 2 is top view of the present utility model.
Each label in Fig. 1-2: 1-green plants, 2-gutter, 3-isolation strip guardrail, 4-nonmotorized vehicle lane, 5-plant growth fertilizer, 6-fine sand layer, layer of sand in 7-, 8-boulder bed, 9-geotextiles, 10-gabion net, 11-upper end open pipeline, 12-motorway, 13-catchment.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Embodiment 1: as shown in Figure 1-2, energy-conservation section of big vast road separator of sunk type, comprises green plants 1, gutter 2, isolation strip guardrail 3, nonmotorized vehicle lane 4, plant growth fertilizer 5, loaded filter, geotextiles 9, gabion net 10, upper end open pipeline 11, motorway 12, catchment 13, described road separator is positioned at the intersection of motorway 12 and nonmotorized vehicle lane 4, the right and left of road separator is equipped with isolation strip guardrail 3, gutter 2 is housed between isolation strip guardrail 3 and ground, the described road separator the superiors fill out with plant growth fertilizer 5, on plant growth fertilizer 5, plant green plants 1, it under plant growth fertilizer 5, is loaded filter, one deck geotextiles 9 is set below loaded filter, geotextiles 9 has one deck gabion net 10, being connected with one end of upper end open pipeline 11 below of gabion net 10, the other end of upper end open pipeline 11 is connected with catchment 13.
Described road separator total adopts sunk type design, it is lower than pavement of road 30cm.
The horizontal road surface of described road tilts 2% along road separator direction.
Described loaded filter is followed successively by fine sand layer 6, middle layer of sand 7, boulder bed 8 from top to bottom.
Described road separator cross section is funnel shaped.
Embodiment 2: as shown in Figure 1-2, energy-conservation section of big vast road separator of sunk type, comprises green plants 1, gutter 2, isolation strip guardrail 3, nonmotorized vehicle lane 4, plant growth fertilizer 5, loaded filter, geotextiles 9, gabion net 10, upper end open pipeline 11, motorway 12, catchment 13, described road separator is positioned at the intersection of motorway 12 and nonmotorized vehicle lane 4, the right and left of road separator is equipped with isolation strip guardrail 3, gutter 2 is housed between isolation strip guardrail 3 and ground, the described road separator the superiors fill out with plant growth fertilizer 5, on plant growth fertilizer 5, plant green plants 1, it under plant growth fertilizer 5, is loaded filter, one deck geotextiles 9 is set below loaded filter, geotextiles 9 has one deck gabion net 10, being connected with one end of upper end open pipeline 11 below of gabion net 10, the other end of upper end open pipeline 11 is connected with catchment 13.
Described road separator total adopts sunk type design, it is lower than pavement of road 30cm.
The horizontal road surface of described road tilts 2% along road separator direction.
Described loaded filter is followed successively by fine sand layer 6, middle layer of sand 7, boulder bed 8 from top to bottom.
Described road separator cross section is funnel shaped.
Whole isolation strip width is 1.5m more specifically, on isolation strip guardrail 3, at interval of 3m, gutter 2 is set.On plant growth fertilizer 5, plant the green plantss such as schefflera, Duranta repens Linn, safflower Loropetalum wood, Hymenocallis americana.Plant growth fertilizer 5, fine sand layer 6, middle layer of sand 7, boulder bed 8 thickness are 20cm, and boulder bed 8 is funnel shaped and lays.This loaded filter is positioned at plant growth fertilizer 5 bottoms, and water (flow) direction from top to bottom, belongs to I type anti-filter.
By reference to the accompanying drawings specific embodiment of the utility model is explained in detail above, but the utility model is not limited to above-described embodiment, in the ken possessing those of ordinary skills, can also under the prerequisite that does not depart from the utility model aim, make various variations.
Claims (1)
1. energy-conservation section of big vast road separator of sunk type, is characterized in that: comprise green plants (1), gutter (2), isolation strip guardrail (3), nonmotorized vehicle lane (4), plant growth fertilizer (5), loaded filter, geotextiles (9), gabion net (10), upper end open pipeline (11), motorway (12), catchment (13), described road separator is positioned at the intersection of motorway (12) and nonmotorized vehicle lane (4), the right and left of road separator is equipped with isolation strip guardrail (3), gutter (2) is housed between isolation strip guardrail (3) and ground, the described road separator the superiors fill out with plant growth fertilizer (5), the upper plantation of plant growth fertilizer (5) green plants (1), under plant growth fertilizer (5), it is loaded filter, one deck geotextiles (9) is set below loaded filter, geotextiles (9) has one deck gabion net (10), being connected with one end of upper end open pipeline (11) below of gabion net (10), the other end of upper end open pipeline (11) is connected with catchment (13),
Described road separator total adopts sunk type design, it is lower than pavement of road 30cm;
The horizontal road surface of described road tilts 2% along road separator direction;
Described loaded filter is followed successively by fine sand layer (6), middle layer of sand (7), boulder bed (8) from top to bottom;
Described road separator cross section is funnel shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420018567.7U CN203755201U (en) | 2014-01-13 | 2014-01-13 | Energy-saving sinking type flood intercepting road isolation belt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420018567.7U CN203755201U (en) | 2014-01-13 | 2014-01-13 | Energy-saving sinking type flood intercepting road isolation belt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203755201U true CN203755201U (en) | 2014-08-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420018567.7U Expired - Fee Related CN203755201U (en) | 2014-01-13 | 2014-01-13 | Energy-saving sinking type flood intercepting road isolation belt |
Country Status (1)
| Country | Link |
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| CN (1) | CN203755201U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105056635A (en) * | 2015-09-07 | 2015-11-18 | 毕宗全 | Green dustproof and pollution-proof air purification system for urban environment air |
| CN105544343A (en) * | 2015-12-05 | 2016-05-04 | 华中科技大学 | Source rainwater purification and storage system based on low impact development and installation method |
| CN105714927A (en) * | 2016-03-31 | 2016-06-29 | 大连久鼎祥瑞特种工程技术研究院有限公司 | Assembling type filter layer technique |
| CN105970764A (en) * | 2016-05-30 | 2016-09-28 | 广州市市政工程设计研究总院 | Paving method of drainage pavement |
| CN106012722A (en) * | 2016-06-06 | 2016-10-12 | 陈俞任 | Sponge street |
| CN106069296A (en) * | 2016-08-04 | 2016-11-09 | 苏州筑园景观规划设计股份有限公司 | Sunk type greenbelt and construction method thereof |
| CN107960231A (en) * | 2017-12-10 | 2018-04-27 | 成都隶盈科技有限公司 | A kind of town road and its construction method |
| CN109778673A (en) * | 2019-01-23 | 2019-05-21 | 平顶山市公路交通勘察设计院 | Greenbelt construction technology and the bridge built using the technique on a kind of bridge |
-
2014
- 2014-01-13 CN CN201420018567.7U patent/CN203755201U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105056635A (en) * | 2015-09-07 | 2015-11-18 | 毕宗全 | Green dustproof and pollution-proof air purification system for urban environment air |
| CN105544343A (en) * | 2015-12-05 | 2016-05-04 | 华中科技大学 | Source rainwater purification and storage system based on low impact development and installation method |
| CN105544343B (en) * | 2015-12-05 | 2018-02-23 | 华中科技大学 | It is a kind of that system and installation method are saved based on the low source rainwater purification for influenceing exploitation |
| CN105714927A (en) * | 2016-03-31 | 2016-06-29 | 大连久鼎祥瑞特种工程技术研究院有限公司 | Assembling type filter layer technique |
| CN105970764A (en) * | 2016-05-30 | 2016-09-28 | 广州市市政工程设计研究总院 | Paving method of drainage pavement |
| CN105970764B (en) * | 2016-05-30 | 2018-05-11 | 广州市市政工程设计研究总院 | A kind of laying method of drainage pavement |
| CN106012722A (en) * | 2016-06-06 | 2016-10-12 | 陈俞任 | Sponge street |
| CN106069296A (en) * | 2016-08-04 | 2016-11-09 | 苏州筑园景观规划设计股份有限公司 | Sunk type greenbelt and construction method thereof |
| CN107960231A (en) * | 2017-12-10 | 2018-04-27 | 成都隶盈科技有限公司 | A kind of town road and its construction method |
| CN107960231B (en) * | 2017-12-10 | 2019-09-27 | 浙江诚通市政建设有限公司 | A kind of town road and its construction method |
| CN109778673A (en) * | 2019-01-23 | 2019-05-21 | 平顶山市公路交通勘察设计院 | Greenbelt construction technology and the bridge built using the technique on a kind of bridge |
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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: 20140806 Termination date: 20150113 |
|
| EXPY | Termination of patent right or utility model |