CN203411948U - Green ecological riverway revetment structure - Google Patents
Green ecological riverway revetment structure Download PDFInfo
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- CN203411948U CN203411948U CN201320466933.0U CN201320466933U CN203411948U CN 203411948 U CN203411948 U CN 203411948U CN 201320466933 U CN201320466933 U CN 201320466933U CN 203411948 U CN203411948 U CN 203411948U
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Abstract
The utility model relates to a green ecological riverway revetment structure. The green ecological riverway revetment structure is characterized by comprising a banket structure and a revetment surface layer, wherein the banket structure comprises scouring-prevention dimension stones and pine piles, which are arranged along a side slope toe, the revetment surface layer sequentially comprises a geotechnical waterproof material layer, a permeable pebble layer, a reversed-filtering geotechnical material layer, a geotechnical reinforced material layer, an ecological concrete partitioning structure and a greening soil layer from bottom to top in a direction perpendicular to the revetment, a crushed-gravel layer at the bottom of a drainage ditch on the top of the revetment is connected with the permeable pebble layer, and the geotechnical waterproof material layer is extended into the bottom of the drainage ditch. According to the green ecological riverway revetment structure, a permeable, breathable and anti-souring ecological revetment is constructed, can meet the protection standard of the riverway system, facilitates the restoring of ecological balance of the riverway system and has good technological and economic benefits.
Description
Technical field
The utility model relates to a kind of protective slope structure, particularly relates to a kind of green ecological river course slope protection structure.Belong to slope protection works field, be applicable to dyke, the side slope protection engineering in road, existing river course along the river.
Background technology
After ecological revetment refers to that excavation slope forms, utilize root system of plant the anchorage effect of Rock And Soil to be produced to the effect on protection, reinforcing side slope top layer, make it to meet to the stable requirement in side slope top layer, can recover again the bank protection mode of destroyed natural ecological environment, be a kind of bank protection effectively, solid slope means.The form of bank protection has direct protection and protection indirectly.Directly protection is that riverbank side slope is directly reinforced, to resist washing away and scour of current.The builds such as conventional jackstone, dry-laid rubble, mortar flag stone, gabion and fascine.Indirectly protection is applicable to the wider or protection larger section of length, riverbed, can build groynes, longitudinal dike and lattice dam etc., and current are chosen from riverbank.
At present, the ecological revetment type of domestic direct protection mainly contains vegetation slope pavement, the solid soil species phytyl bank protection of earth working material, vegetation type eco-concrete slope-protecting vegetation, the solid native phytyl of precast concrete block body, Ecotypic Stone Mesh-box bank protection etc.
Vegetation slope pavement is that the solid native plant of the flourishing root system of employing carries out the solid soil of bank protection, both can reach solid soil guarantor husky, prevents erosion, and can meet again the needs of ecological environment, can also carry out view reward.But vegetation slope pavement is due to maintenance management difficulty in early stage, and new turfing, plant are subject to various natural calamities, often do not reach satisfied side slope protection effect, and cause domatic coombe, the table soil side slope phenomenon such as sliding that runs off, collapses.
The principal mode of the solid soil plantation of earth working material bank protection is geotechnological gauze pad grass planting bank protection, belongs to national new high-tech product.Geotechnique's gauze pad quality is loose, pliable and tough; leaving 90% space can filling soil, grit and microlith; root system of plant can be through therebetween; comfortable, neat, balanced growth; turf after growing up to combines gauze pad, turf, earth surfaces securely, has formed the firm green composite protection layer of one deck.But present geotechnological gauze pad great majority be take thermoplastic resin as raw material, after ageing of plastics, easily in soil, easily form secondary pollution, when river water level is higher, be prone to stability problem in addition.
Vegetation type eco-concrete slope-protecting vegetation is comprised of porous concrete, water-keeping material, slow release fertilizer and topsoil.Porous concrete, by coarse aggregate, cement, appropriate thin blending composition, is the skeleton of vegetation type eco-concrete, has compared with highly-breathable.Water-keeping material be take organic water-loss reducer as main, and mixes inorganic water-loss reducer and mix use, can be plant essential moisture is provided.Topsoil is layed in cellular concrete surface.But the type bank protection is through naturally changing after a while, and the alkalescence of eco-concrete can make plant withered.Because itself is still for concrete rigid structure cannot adapt to the destruction that any distortion causes, when building, reserved again a lot of holes and cannot guarantee integrally-built intensity, and this structure is not considered the waterpower destruction problem of the bank protection soil body and the global stability problem of side slope.
In sum, although existing ecological revetment has been obtained good consolidation effect under suitable engineering specifications, remain the problems such as afforestation effect is not good enough, stability is not enough.Given this, according to the actual needs of current engineering and technical condition, need badly a kind of whole structural stability of invention good, there is certain ecological afforestation function, can prevent the river course slope protection structure that side slope generation waterpower is destroyed simultaneously.
Summary of the invention
The purpose of this utility model is to provide that a kind of energy is permeable, ventilative, the ecological revetment structure of protection against erosion, can meet the level of protection of river course system, be beneficial to the green ecological river course slope protection structure of recovering river course system ecology balance again.
A river course slope protection structure, is characterized in that comprising spats structure and bank protection surface layer, and described spats structure comprises erosion control piece stone and the stake arranging along side slope toe; Described bank protection surface layer comprises that along the direction perpendicular to bank protection geotechnological water proof material layer, permeable boulder bed, anti-filter earth working material layer, Earthworking reinforced bar material layer, eco-concrete are every structure, green soil layer from bottom to top successively; The crushed gravel layer of bottom, bank protection Po Ding gutter is connected with permeable boulder bed; Geotechnique's water proof material layer extends to bottom, gutter.
Described stake is uniformly-spaced evenly arranged along Channel slope direction, and pile body stretches into river bottom soiol 800 ~ 1500mm, and stake is risen in erosion control piece stone 100 ~ 300mm.
Described erosion control piece stone outer wrapping Earthworking reinforced bar material or reinforcing cage, Earthworking reinforced bar material or reinforcing cage are connected with pine stake colligation.
Described eco-concrete can rounded or polygon every structure, can be cast in situs or adopts concrete precast element assembled, fills green soil in it.
Described permeable boulder bed top is connected with the crushed gravel layer of bottom, gutter, top, and bottom is connected with erosion control piece stone.
The utlity model has following feature and beneficial effect:
(1) anti-filter non-woven geotextile, Earthworking reinforced bar material, eco-concrete are used in combination every structure, can make river course slope protection have the advantages such as good integrity, stability are strong, long service life.
(2) setting of permeable boulder bed, geotechnological water proof material layer both can be got rid of side slope top water body fast, can infiltrate in the soil body of bottom by anti-water-stop body again.
(3) root system of plant and eco-concrete can maintain domatic soil body stability every structure, can prevent that the domatic soil body runs off, and its later stage maintenance cost is low.
(4) erosion control piece stone and pine stake are set at toe position, can play ballast effect, be conducive to monolithic stability and the local stability of slope body.
Accompanying drawing explanation
Fig. 1 is the utility model green ecological river course slope protection structural representation;
Fig. 2 is the plan view of the utility model green ecological river course slope protection.
In figure: the former Channel slope of 1-, 2-Po Ding gutter, 3-geotechnique water proof material layer, the permeable boulder bed of 4-, 5-anti-filter earth working material, 6-Earthworking reinforced bar material layer, 7-eco-concrete is every structure, the stake of 8-pine, 9-river course ordinary water level, 10-toe erosion control piece stone, 11-green plants, 12-green soil layer, 13-reinforcing cage, 14-bottom of trench macadam, 15-hygrophyte, 16-emergent aquactic plant.
The specific embodiment
The design and construction technical requirements of dyke, the construction technical requirement of pine stake, the design and construction requirement of eco-concrete, eco-concrete is not repeated in these enforcements such as design and construction technical requirements of structure, and emphasis is set forth the embodiment that the utility model relates to structure.
Fig. 1 is the utility model green ecological river course slope protection structural representation; Fig. 2 is that the utility model eco-concrete is every the plan view of structure.
Shown in Fig. 1, Fig. 2, green ecological river course slope protection structure, comprises the spats structure at side slope toe place and is covered in the bank protection surface layer on side slope surface, described spats structure comprises toe erosion control piece stone 10 and pine stake 8; Described bank protection surface layer sets gradually geotechnological water proof material layer 3, permeable boulder bed 4, anti-filter earth working material layer 5, Earthworking reinforced bar material layer 6, eco-concrete every structure 7, green soil layer 12 from below to up along the direction perpendicular to former Channel slope 1; Top, bank protection slope arranges gutter 2, and gutter 2 sidewalls adopt steel concrete to make, bottom width 300mm, and high 500mm, the macadam 14 of thick 200mm is filled in its bottom, and macadam 14 is communicated with permeable boulder bed 4.
Along bank protection surface layer outward flange, pine stake 8 is uniformly-spaced set, diameter is 100mm, and setting space is 1000mm, inserts river bottom soiol degree of depth 800mm, and pine stake 8 tops surpass toe erosion control piece stone 200mm.At the arranged outside erosion control piece stone 10 of pine stake 8, erosion control piece stone 10 outer wrapping reinforcing cages 13, reinforcing cage 13 adopts the plain steel-bar colligation that diameter is 8mm to form, and the strength grade of reinforcing bar is Q235; Reinforcing cage 13 is connected with pine stake 8 colligations.
After Channel slope 1 compacting, lay geotechnological water proof material layer 3, adopt composite geo-membrane.The lap length that adjacent geotechnological water proof material layer is 3 is not less than 200mm.The design parameter of geotechnique's water proof material layer 3 is referring to table 1.On geotechnological water proof material layer 3, lay permeable boulder bed 5, the thick 100mm of permeable boulder bed 5, permeable boulder bed 5 tops are connected with the macadam 14 of 2 bottoms, gutter.
Geotechnological water proof material layer 3 parameter lists of table 1
| Index | Parameter |
| Weight per unit area g/m 2 | >=600(thickness >=2.7mm) |
| Thickness (with being sent to pressure dependence) mm | ≥2.7 |
| Elongation at break % | ＞50 |
| Ultimate strength KN/m | ≥14 |
| Resistance to hydrostatic pressure power Mpa | ≥0.6 |
| Vertical transmission coefficient cm/s | ＜1×10 -11 |
| Peel strength KN/ ㎝ | ≥6 |
| Tearing brute force KN/m | ≥0.4 |
| CBR bursting strength KN | ≥2.8 |
Permeable boulder bed 5 is laid anti-filter geotextiles 5 after laying, and anti-filter geotextiles 5 adopts acupuncture nonwoven geotextiles, and specification is 250g/m
2, design parameter requires referring to table 2, and the lap length that adjacent anti-filter geotextiles is 5 is not less than 250mm.
At anti-filter geotextiles 5 upper surfaces, lay Earthworking reinforced bar material layer 6, Earthworking reinforced bar material 6 adopts earth grille, and the properties of geo-grid and construction technical requirement should meet the requirement of current specifications.
Table 2. geotextiles design parameter table
| Mass area ratio deviation | Thickness | Amplitude error | Ultimate strength | Elongation at break | CBR bursting strength | Effective aperture | Tearing brute force |
| 7% | ≥2.4mm | -0.5% | ≥9.5? KN/m | 25～100% | ≥1.5 KN | 0.07～0.2mm | ≥0.24 KN |
After Earthworking reinforced bar material 6 has been laid, build eco-concrete every structure 7, eco-concrete assumes diamond in shape every structure 7, and the monolateral length of side is 1m, adopts prefabricated component assembled, and strength grade of concrete is C25.At eco-concrete, every the interior filling green soil 12 of structure 7, and plant green plants 11.At ecological riverway bank protection, plant successively emergent aquactic plant 16, hygrophyte 15 and green plants 11 from bottom to top, form green ecological river course slope protection structure.
Claims (4)
1. a green ecological river course slope protection structure, is characterized in that comprising spats structure and bank protection surface layer, and described spats structure comprises erosion control piece stone and the stake arranging along side slope toe; Described bank protection surface layer comprises that along the direction perpendicular to bank protection geotechnological water proof material layer, permeable boulder bed, anti-filter earth working material layer, Earthworking reinforced bar material layer, eco-concrete are every structure, green soil layer from bottom to top successively; Top, bank protection slope arranges gutter, and the crushed gravel layer of bottom, gutter is connected with permeable boulder bed; Geotechnique's water proof material layer extends to bottom, gutter.
2. green ecological river course slope protection structure according to claim 1, is characterized in that described stake is uniformly-spaced evenly arranged along Channel slope direction, and pile body stretches into river bottom soiol 800 ~ 1500mm, and stake is risen in erosion control piece stone 100 ~ 300mm.
3. green ecological river course slope protection structure according to claim 1, is characterized in that described erosion control piece stone outer wrapping Earthworking reinforced bar material or reinforcing cage, and Earthworking reinforced bar material or reinforcing cage are connected with pine stake colligation.
4. green ecological river course slope protection structure according to claim 1, is characterized in that described eco-concrete can rounded or polygon every structure, can be cast in situs or adopts concrete precast element assembled, fills green soil in it.
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| CN201320466933.0U CN203411948U (en) | 2013-08-01 | 2013-08-01 | Green ecological riverway revetment structure |
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Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103898871A (en) * | 2014-04-09 | 2014-07-02 | 黄河勘测规划设计有限公司 | Slope protection method of cohesionless fine-grained soil water retaining filler body |
| CN104234061A (en) * | 2014-08-08 | 2014-12-24 | 青岛润国生态科技发展有限公司 | Reinforced ecological concrete revetment and construction method thereof |
| CN104594288A (en) * | 2014-12-08 | 2015-05-06 | 江苏龙腾工程设计有限公司 | Novel Taihu Lake bank planting ecological restoration technology |
| CN105064787A (en) * | 2015-09-09 | 2015-11-18 | 苏州宏盛园林建设工程有限公司 | Garden provided with muddy-water-proof timber pile fence |
| CN106980759A (en) * | 2017-03-24 | 2017-07-25 | 中国矿业大学(北京) | A kind of large-scale mine ecological recovery and the intelligence system and method kept |
| CN107709669A (en) * | 2015-04-29 | 2018-02-16 | 疏浚国际公司 | Scour protection structure and method that the safeguard structure is provided along the sub-bottom of dock wall |
| CN107792946A (en) * | 2017-12-05 | 2018-03-13 | 郑州大学 | Solid shore spats component of vegetation type for micro- polluted river strengthened denitrification and preparation method thereof |
| CN108166448A (en) * | 2018-01-26 | 2018-06-15 | 上海勘测设计研究院有限公司 | Administer the shore protection of riverbank pollution of area source |
| CN108221861A (en) * | 2018-01-23 | 2018-06-29 | 浙江建设职业技术学院 | A kind of ecological slope protection structure to prevent erosion and its construction method |
| CN108755715A (en) * | 2018-06-25 | 2018-11-06 | 云南今禹生态工程咨询有限公司 | Water and soil conservation ecological revetment |
| CN109618741A (en) * | 2018-12-21 | 2019-04-16 | 中冶天工集团有限公司 | Greening grid device for rock slope and construction method thereof |
| CN109680650A (en) * | 2019-01-16 | 2019-04-26 | 中国科学院武汉植物园 | Channel slope ecological safeguard structure system and its construction method |
| CN110485372A (en) * | 2019-09-05 | 2019-11-22 | 陕西地建土地工程技术研究院有限责任公司 | Channel protection structure suitable for loess geology |
| CN111350168A (en) * | 2020-03-11 | 2020-06-30 | 广州市市政工程设计研究总院有限公司 | Urban hydrophilic ecological river channel construction method |
| CN112136410A (en) * | 2020-09-30 | 2020-12-29 | 中国科学院水生生物研究所 | Method for rapidly building plants in flood plain wetland of Yangtze river central island |
| CN112663632A (en) * | 2020-12-11 | 2021-04-16 | 广东省水利水电科学研究院 | Anti-corrosion steel wire gabion ecological invisible slope protection and construction method thereof |
| CN114086505A (en) * | 2020-08-06 | 2022-02-25 | 河北广宸建筑工程检测有限公司 | River course slope protection structure for hydraulic engineering and laying construction method |
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2013
- 2013-08-01 CN CN201320466933.0U patent/CN203411948U/en not_active Expired - Lifetime
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103898871A (en) * | 2014-04-09 | 2014-07-02 | 黄河勘测规划设计有限公司 | Slope protection method of cohesionless fine-grained soil water retaining filler body |
| CN104234061A (en) * | 2014-08-08 | 2014-12-24 | 青岛润国生态科技发展有限公司 | Reinforced ecological concrete revetment and construction method thereof |
| CN104594288A (en) * | 2014-12-08 | 2015-05-06 | 江苏龙腾工程设计有限公司 | Novel Taihu Lake bank planting ecological restoration technology |
| CN107709669A (en) * | 2015-04-29 | 2018-02-16 | 疏浚国际公司 | Scour protection structure and method that the safeguard structure is provided along the sub-bottom of dock wall |
| CN105064787A (en) * | 2015-09-09 | 2015-11-18 | 苏州宏盛园林建设工程有限公司 | Garden provided with muddy-water-proof timber pile fence |
| CN106980759A (en) * | 2017-03-24 | 2017-07-25 | 中国矿业大学(北京) | A kind of large-scale mine ecological recovery and the intelligence system and method kept |
| CN106980759B (en) * | 2017-03-24 | 2018-04-13 | 中国矿业大学(北京) | A kind of large-scale mine ecological recovery and the intelligence system and method kept |
| CN107792946A (en) * | 2017-12-05 | 2018-03-13 | 郑州大学 | Solid shore spats component of vegetation type for micro- polluted river strengthened denitrification and preparation method thereof |
| CN108221861A (en) * | 2018-01-23 | 2018-06-29 | 浙江建设职业技术学院 | A kind of ecological slope protection structure to prevent erosion and its construction method |
| CN108166448B (en) * | 2018-01-26 | 2023-10-31 | 上海勘测设计研究院有限公司 | Revetment for treating river bank non-point source pollution |
| CN108166448A (en) * | 2018-01-26 | 2018-06-15 | 上海勘测设计研究院有限公司 | Administer the shore protection of riverbank pollution of area source |
| CN108755715A (en) * | 2018-06-25 | 2018-11-06 | 云南今禹生态工程咨询有限公司 | Water and soil conservation ecological revetment |
| CN108755715B (en) * | 2018-06-25 | 2023-12-15 | 云南今禹生态工程咨询有限公司 | Ecological slope protection for water and soil conservation |
| CN109618741B (en) * | 2018-12-21 | 2022-02-25 | 中冶天工集团有限公司 | Greening grid device for rock slope and construction method thereof |
| CN109618741A (en) * | 2018-12-21 | 2019-04-16 | 中冶天工集团有限公司 | Greening grid device for rock slope and construction method thereof |
| CN109680650A (en) * | 2019-01-16 | 2019-04-26 | 中国科学院武汉植物园 | Channel slope ecological safeguard structure system and its construction method |
| CN110485372A (en) * | 2019-09-05 | 2019-11-22 | 陕西地建土地工程技术研究院有限责任公司 | Channel protection structure suitable for loess geology |
| CN111350168A (en) * | 2020-03-11 | 2020-06-30 | 广州市市政工程设计研究总院有限公司 | Urban hydrophilic ecological river channel construction method |
| CN114086505A (en) * | 2020-08-06 | 2022-02-25 | 河北广宸建筑工程检测有限公司 | River course slope protection structure for hydraulic engineering and laying construction method |
| CN112136410A (en) * | 2020-09-30 | 2020-12-29 | 中国科学院水生生物研究所 | Method for rapidly building plants in flood plain wetland of Yangtze river central island |
| CN112136410B (en) * | 2020-09-30 | 2022-11-01 | 中国科学院水生生物研究所 | Method for rapidly building plants in flood plain wetland of Yangtze river central island |
| CN112663632A (en) * | 2020-12-11 | 2021-04-16 | 广东省水利水电科学研究院 | Anti-corrosion steel wire gabion ecological invisible slope protection and construction method thereof |
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Denomination of utility model: A kind of green ecological river course slope protection structure Effective date of registration: 20171130 Granted publication date: 20140129 Pledgee: Taishun branch of the China Co truction Bank Corp. Pledgor: HONGXIN CONSTRUCTION GROUP Co.,Ltd. Registration number: 2017330000216 |
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