CN104631383A - Flexible ecological spur dike system - Google Patents
Flexible ecological spur dike system Download PDFInfo
- Publication number
- CN104631383A CN104631383A CN201510084593.9A CN201510084593A CN104631383A CN 104631383 A CN104631383 A CN 104631383A CN 201510084593 A CN201510084593 A CN 201510084593A CN 104631383 A CN104631383 A CN 104631383A
- Authority
- CN
- China
- Prior art keywords
- dike
- dam
- groynes
- flexible ecological
- slope
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 48
- 239000002689 soil Substances 0.000 claims abstract description 32
- 241000196324 Embryophyta Species 0.000 claims description 24
- 230000002787 reinforcement Effects 0.000 claims description 21
- 239000004576 sand Substances 0.000 claims description 9
- 239000000463 material Substances 0.000 claims description 7
- 244000025254 Cannabis sativa Species 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 244000284012 Vetiveria zizanioides Species 0.000 claims description 4
- 235000007769 Vetiveria zizanioides Nutrition 0.000 claims description 4
- 244000205574 Acorus calamus Species 0.000 claims description 3
- 241000195967 Anthoceros Species 0.000 claims description 3
- 235000011996 Calamus deerratus Nutrition 0.000 claims description 3
- 241001113556 Elodea Species 0.000 claims description 3
- 235000014676 Phragmites communis Nutrition 0.000 claims description 3
- 241001123263 Zostera Species 0.000 claims description 3
- 244000172196 cinnamonspot pondweed Species 0.000 claims description 3
- 229920000642 polymer Polymers 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 13
- 230000001965 increasing effect Effects 0.000 abstract description 5
- 230000008929 regeneration Effects 0.000 abstract description 4
- 238000011069 regeneration method Methods 0.000 abstract description 4
- 239000010920 waste tyre Substances 0.000 abstract 3
- 230000009977 dual effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 16
- 210000004013 groin Anatomy 0.000 description 6
- 230000007613 environmental effect Effects 0.000 description 4
- 238000005728 strengthening Methods 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 230000003628 erosive effect Effects 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 230000009189 diving Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 208000035126 Facies Diseases 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000012851 eutrophication Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000706 filtrate Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012958 reprocessing Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/08—Structures of loose stones with or without piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B2201/00—Devices, constructional details or methods of hydraulic engineering not otherwise provided for
- E02B2201/04—Devices, constructional details or methods of hydraulic engineering not otherwise provided for using old tires for hydraulic engineering
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a flexible ecological spur dike system. The flexible ecological spur dike system comprises a spur dike body, the spur dike body is connected with a bank on the horizontal plane to form a T shape and comprises an arc jetty head, an arch dike body and a bank-connection dike root in sequential connection, and the bank-connection dike root is connected to the bank through stairs; an included angle formed by the spur dike body and a downstream water flow direction is smaller than 90 degrees; on the longitudinal section, the spur dike body comprises a reinforced earth dike core, a flexible ecological dike slope, dike toe slope pressure parts and a water affinity platform, the flexible ecological dike slope covers the reinforced earth dike core, dike toe portions on two sides of the flexible ecological dike slope are filled by the dike toe slope pressure parts by means of dumping fill, and the water affinity platform is arranged on the top of the flexible ecological dike slope. The flexible ecological dike slope comprises waste tire reinforced planting soil, geogrids and aquatic plants in hierarchical staggered stacking arrangement. By adoption of waste tires for construction of the spur dike system with dual functions of flexibility and ecology, utilization rate of the waste tires is greatly increased, resource regeneration is realized, and construction cost is saved; in addition, conformance to river regimes, decrease of ship collision accident rate and providing of the ecological plant platform are realized.
Description
Technical field
The present invention relates to a kind of environment amity to hold concurrently the water conservancy project structure of revetment-type, particularly relate to a kind of flexible ecological groynes system, belong to hydraulic engineering field.
Background technology
Groynes, i.e. T-shaped dam are a kind of river course coastal regulation buildings of common or oblique orthogonal with bank.In bank protection, groynes can hinder the direct erosion riverbank of current and produce and draw brush and destroy, and simultaneously also can improve navigation channel, safeguard river facies and the Ecology variation of protection river; In coast environmental protection, groynes can hinder and weaken oblique wave and littoral flow to the corrosion function of seashore, promotes the alluvial of field, dam, forms new seabeach, reach the object of protection seashore.
But from the function of groynes, traditional groynes function singleness, seldom considers to utilize bio-diversity to regulate ecological environment.In recent years, along with the enhancing of people's ecological, environmental protective consciousness, environmental groynes attracts attention.Such as, CN201010535189.6 discloses a kind of ecological percolating type water purification groin system, be provided with the structures such as biological strengthening purification region, block stone body, gauze wire cloth cobble body, submerged plant and planting bag, hardcore bed, cobble filtrate body, there is good purification of water quality and the function improving quality of water environment, but structure is comparatively complicated, construction and maintenance cost high.
At present, from the material of groynes, construction material mainly block stone and the concrete of groynes, groynes is mainly divided into concrete groynes, iron wire gabion groynes, jackstone groynes and combined type groynes accordingly, and such as, CN201010108077.2 discloses a kind of block stone-reinforced concrete piling composite groyne bank protection bank protection structure, while guarantee pile groin is urged to become silted up and is protected pool effect, by strengthening campshed spacing, reducing steel concrete consumption, reaching the object reducing construction costs.But the groynes of above-mentioned rigidity slop protection material presents very strong rigidity, along with the development of China's waterway construction, more and more become the navigation safety hidden danger of small-sized even large ship, it is rigid collision that ship collision gets on, the effect of neither one buffering, easily cause traffic accident waterborne, report so is in recent years of common occurrence; And draw materials require high, investment is large, the subaqueous construction that relates to wherein had then directly causes difficulty of construction large; Do not belong to ecological river shore protection, itself and surrounding landscape contrast are comparatively large, are unfavorable for foundation and the reparation of river channel ecology system simultaneously.So improve traditional channel revetment system, build good, the low cost of protection effect, easily construction, ecological river that view is good is trend of the times.
Summary of the invention
Main purpose of the present invention is, overcomes deficiency of the prior art, provides a kind of flexible ecological groynes system, is specially adapted to channel revetment.
Technical problem to be solved by this invention is to provide that structure is simple, easy to manufacture, quick construction, firm reliable, long service life, flexible ecological groynes system applied widely, not only make full use of junked tire and construct the groynes system with flexible and ecological dual-use function, thus significantly improve junked tire prototype utilization rate, realize resource regeneration, saving construction cost; And reach and comply with river gesture, reduce ship collision accident rate, the effect of ecological vegetation platform is provided.
In order to achieve the above object, the technical solution adopted in the present invention is:
A kind of flexible ecological groynes system, comprises groynes body; Described groynes body couples together with bunding in T-shaped in the plane, comprises the circular arc abutment, the arch dam body that are connected successively and connect bank dam root, described in connect bank dam root and be connected to bunding by step; The axis of described groynes body and the angle of downstream water flow path direction are less than 90 °.
And described groynes body comprises the reinforced earth dam heart on longitudinal profile, cover the flexible ecological dam slope of the reinforced earth dam heart, the base of dam pressure slope body at base of dam position, throwing flexible ecological dam slope both sides, and be arranged on the water balcony on flexible ecological dam slope end face; Described flexible ecological dam slope comprises and is staggeredly stacked and is the junked tire reinforcement planting soil of layered arrangement, geo-grid and water plant; Described geo-grid to be arranged between adjacent junked tire reinforcement planting soil and extend to reinforced earth dam heart direction, for connecting junked tire reinforcement planting soil and increasing the stability of flexible ecological dam slope, described water plant planting is in junked tire reinforcement planting soil.
The present invention is set to further: the crest elevation of described groynes body is between ordinary water level and average flood position.
The present invention is set to further: the axis of described groynes body and the angle of downstream water flow path direction are 60 ° ~ 75 °.
The present invention is set to further: the bottom piling of described circular arc abutment has reaction support.
The present invention is set to further: the described reinforced earth dam heart can adopt polymer geogrid reinforced crushed gravel to form or adopt geotechnological sand pocket and geo-grid to form, and described gravelly soil is the mixture of channel sand gravel and spoil.
The present invention is set to further: described base of dam pressure slope body adopts river course block clitter to build and forms.
The present invention is set to further: described water balcony is arranged on flexible ecological dam slope and is on the junked tire reinforcement planting soil of dam crest, adopts wood materials to make.
The present invention is set to further: described junked tire reinforcement planting soil is the junked tire being filled with planting soil in cavity, and described planting soil is sand, rubble and loam mixture.
The present invention is set to further: described water plant comprises the tall grass of planting the emergent aquactic plant more than low water level, the submerged plant below low water level and base of dam position, flexible ecological dam slope both sides respectively.
The present invention is set to further: described emergent aquactic plant is the calamus of at least one, arrowhead or vetiver, and described submerged plant is waterweed, hornwort, the eel grass of at least one or carrys out bog pondweed, and described tall grass is reed.
Compared with prior art, the beneficial effect that the present invention has is:
1, by the setting of circular arc abutment and arch dam body, be convenient to smooth transition current, reach the effect of abutment local strengthening, increase the erosion resistibility of abutment, and increase the resistance to overturning of groynes body under flow action; Meanwhile, groynes body chooses arrangement form under adopting, and can reduce the local scour of groynes circular arc abutment and increase shore protection length, protection effect is good.
2, consume a large amount of junked tires, realize refuse reclamation, significantly improve the prototype utilization rate of junked tire, not only environmental protection but also resource regeneration; And to it, too much reprocessing is not carried out to the recycling of junked tire, can construction cost be saved.
3, make full use of junked tire and construct the groynes system with flexibility and ecological dual-use function, reach and comply with river gesture, reduce ship collision accident rate, the effect of ecological vegetation platform is provided.
4, play the side direction confined pressure effect of junked tire, can improve the intensity of groynes body, under water impact effect, enrockment difficult drop-off runs off, and strengthens stability, can use as diving and non-submerged groin under fluctuation of water table condition simultaneously.
5, construct flexible ecological dam slope by junked tire reinforcement planting soil, geo-grid and water plant, for planting aquatic plants provides ecological platform, be conducive to increasing bio-diversity, improve the water ecological environment on riverbank.
Foregoing is only the general introduction of technical solution of the present invention, and in order to clearer understanding technological means of the present invention, below in conjunction with accompanying drawing, the invention will be further described.
Accompanying drawing explanation
Fig. 1 is the plane structure schematic diagram of a kind of flexible ecological groynes of the present invention system;
Fig. 2 is the cut-away view in A-A direction in Fig. 1.
Detailed description of the invention
Below in conjunction with Figure of description, the present invention is further illustrated.
A kind of flexible ecological groynes system as shown in Figures 1 and 2, comprises groynes body 1; Described groynes body 1 couples together with bunding 11 in T-shaped in the plane, comprises the circular arc abutment 12, the arch dam body 13 that are connected successively and connect bank dam root 14, described in connect bank dam root 14 and be connected to bunding 11 by step 15; The axis of described groynes body 1 and the angle theta of downstream water flow path direction are less than 90 °, choose arrangement form under namely adopting, and can reduce the local scour of groynes circular arc abutment 12 and increase shore protection length; Preferably the axis of groynes body 1 and the angle theta of downstream water flow path direction are 60 ° ~ 75 °.
Wherein, adopt circular arc abutment 11, be convenient to smooth transition current, reach the effect of abutment local strengthening simultaneously, increase the erosion resistibility of abutment, the reaction support of stabilization and reinforcement can be had if desired in the piling of the bottom of circular arc abutment 11.And adopt arch dam body 12, the stability of groynes body 1 under flow action can be increased, single both can have been adopted to encircle and also can adopt double curvature arch form.In addition according to hydrological data, the crest elevation of described groynes body 1 is got between ordinary water level and average flood position, can make submerged groin, too much can not stop current during flood period, avoids abutment to cross deep-draw brush, and bed velocity is still very little, can play shore protection effect; Can make non-submerged groin when ordinary water level and dry season, ability of carrying water is strong, has larger medical treatment current and the effect of stable river bed.
As shown in Figure 2, described groynes body 1 comprises the reinforced earth dam heart 2 on longitudinal profile, cover the flexible ecological dam slope 3 of the reinforced earth dam heart 2, the base of dam pressure slope body 4 at base of dam position, throwing flexible ecological dam slope 3 both sides, and be arranged on the water balcony 5 on flexible ecological dam slope 3 end face.
Described flexible ecological dam slope 3 comprises and is staggeredly stacked and is the junked tire reinforcement planting soil 31 of layered arrangement, geo-grid 32 and water plant; Described geo-grid 32 to be arranged between adjacent junked tire reinforcement planting soil 31 and extend to the reinforced earth dam heart 2 direction, for connecting junked tire reinforcement planting soil 31 and increasing the stability of flexible ecological dam slope 3, described water plant planting is in junked tire reinforcement planting soil 31; Utilize the structure of the side direction confined pressure effect of junked tire reinforcement planting soil 31 and the reinforced earth dam heart 2 significantly can improve the intensity of groynes body 1, under water impact effect, enrockment difficult drop-off runs off, strengthen the stability of groynes body 1, and can use as diving and non-submerged groin, to adapt to the fluctuation of water table in dry season and flood season simultaneously.
The described reinforced earth dam heart 2 can adopt polymer geogrid reinforced crushed gravel to form or adopt geotechnological sand pocket and geo-grid to form, and described gravelly soil is the mixture of channel sand gravel and spoil; Described base of dam pressure slope body 4 adopts river course block clitter to build and forms, and can increase the erosion-resisting characteristics of base of dam; Described water balcony 5 is arranged on flexible ecological dam slope 3 and is on the junked tire reinforcement planting soil 31 of dam crest, wood materials can be adopted to lay and form.
Described junked tire reinforcement planting soil 31 is the junked tire being filled with planting soil in cavity and inserting reinforcing rib, and described planting soil is sand, rubble and loam mixture.
Described water plant comprises the tall grass 35 of planting the emergent aquactic plant 33 more than low water level, the submerged plant 34 below low water level and base of dam position, flexible ecological dam slope 3 both sides respectively.
Described emergent aquactic plant 33 can select calamus, arrowhead, vetiver etc., and to afforest groynes bank protection, form Ecosystem restoration system, vetiver root system is long, and growth is fast, has the function of water and soil conservation and soil and slope protection simultaneously; Described submerged plant 34 can be selected waterweed, hornwort, eel grass, be carried out bog pondweed etc., to absorb the material element that nitrogen, phosphorus etc. in water cause eutrophication, increases oxygen-supplying amount under water, promotes ecological circulation; Described tall grass 35 can select reed etc., and to resist current scour, navigation ripple corrodes and accidental thrusts avoided by warning boats and ships, plays pilotage and wave damping effect.
Innovative point of the present invention is, makes full use of junked tire and constructs the groynes system with flexible and ecological dual-use function, thus significantly improve junked tire prototype utilization rate, realize resource regeneration, saving construction cost; And reach and comply with river gesture, reduce ship collision accident rate, the effect of ecological vegetation platform is provided; Have that structure is simple, easy to manufacture, quick construction, firm reliable, long service life, the plurality of advantages such as applied widely.
More than show and describe general principle of the present invention, principal character and advantage.The technician of the industry should understand; the present invention is not restricted to the described embodiments; what describe in above-described embodiment and manual just illustrates principle of the present invention; without departing from the spirit and scope of the present invention; the present invention also has various changes and modifications, and these changes and improvements all fall in the claimed scope of the invention.Application claims protection domain is defined by appending claims and equivalent thereof.
Claims (10)
1. a flexible ecological groynes system, comprises groynes body; It is characterized in that: described groynes body couples together with bunding in T-shaped in the plane, comprises the circular arc abutment, the arch dam body that are connected successively and connect bank dam root, described in connect bank dam root and be connected to bunding by step; The axis of described groynes body and the angle of downstream water flow path direction are less than 90 °;
Described groynes body comprises the reinforced earth dam heart on longitudinal profile, covers the flexible ecological dam slope of the reinforced earth dam heart, the base of dam pressure slope body at base of dam position, throwing flexible ecological dam slope both sides, and is arranged on the water balcony on flexible ecological dam slope end face;
Described flexible ecological dam slope comprises and is staggeredly stacked and is the junked tire reinforcement planting soil of layered arrangement, geo-grid and water plant; Described geo-grid to be arranged between adjacent junked tire reinforcement planting soil and extend to reinforced earth dam heart direction, for connecting junked tire reinforcement planting soil, described water plant planting is in junked tire reinforcement planting soil.
2. a kind of flexible ecological groynes system according to claim 1, is characterized in that: the crest elevation of described groynes body is between ordinary water level and average flood position.
3. a kind of flexible ecological groynes system according to claim 1, is characterized in that: the axis of described groynes body and the angle of downstream water flow path direction are 60 ° ~ 75 °.
4. a kind of flexible ecological groynes system according to claim 1, is characterized in that: the bottom piling of described circular arc abutment has reaction support.
5. a kind of flexible ecological groynes system according to claim 1, it is characterized in that: the described reinforced earth dam heart can adopt polymer geogrid reinforced crushed gravel to form or adopt geotechnological sand pocket and geo-grid to form, and described gravelly soil is the mixture of channel sand gravel and spoil.
6. a kind of flexible ecological groynes system according to claim 1, is characterized in that: described base of dam pressure slope body adopts river course block clitter to build and forms.
7. a kind of flexible ecological groynes system according to claim 1, is characterized in that: described water balcony is arranged on flexible ecological dam slope and is on the junked tire reinforcement planting soil of dam crest, adopts wood materials to make.
8. a kind of flexible ecological groynes system according to claim 1, it is characterized in that: described junked tire reinforcement planting soil is the junked tire being filled with planting soil in cavity, described planting soil is sand, rubble and loam mixture.
9. a kind of flexible ecological groynes system according to claim 1, is characterized in that: described water plant comprises the tall grass of planting the emergent aquactic plant more than low water level, the submerged plant below low water level and base of dam position, flexible ecological dam slope both sides respectively.
10. a kind of flexible ecological groynes system according to claim 9, it is characterized in that: described emergent aquactic plant is the calamus of at least one, arrowhead or vetiver, described submerged plant is waterweed, hornwort, the eel grass of at least one or carrys out bog pondweed, and described tall grass is reed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510084593.9A CN104631383A (en) | 2015-02-16 | 2015-02-16 | Flexible ecological spur dike system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510084593.9A CN104631383A (en) | 2015-02-16 | 2015-02-16 | Flexible ecological spur dike system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104631383A true CN104631383A (en) | 2015-05-20 |
Family
ID=53210584
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510084593.9A Pending CN104631383A (en) | 2015-02-16 | 2015-02-16 | Flexible ecological spur dike system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104631383A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105940912A (en) * | 2016-05-10 | 2016-09-21 | 武汉大学 | Ecological engineering technology reinforcing river and lake wave washout scarp |
| CN106567360A (en) * | 2016-10-13 | 2017-04-19 | 中国水利水电科学研究院 | City rigid watercourse habitat diversity ecological restoration method |
| CN107119626A (en) * | 2017-04-12 | 2017-09-01 | 重庆交通大学 | A kind of ecological, environmental protective permeable spur structure |
| CN109252487A (en) * | 2017-07-13 | 2019-01-22 | 中国科学院生态环境研究中心 | A kind of I-shaped dam and its ecotechnology for ecological recovery and protection |
| CN109338987A (en) * | 2018-11-21 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | Inland river eco-river control groynes group |
| CN109338988A (en) * | 2018-11-21 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | Unilateral aileron formula ecotype groynes |
| CN110284461A (en) * | 2019-07-12 | 2019-09-27 | 郑州大学 | A kind of ecological spur dike improved towards middle and small river aquatic life habitat |
| CN110679228A (en) * | 2019-11-06 | 2020-01-14 | 中交上海航道勘察设计研究院有限公司 | Seawall front-edge mudflat wetland and recovery method thereof |
| CN114622516A (en) * | 2022-04-02 | 2022-06-14 | 黄河勘测规划设计研究院有限公司 | Novel ecological wharf with river channel control and guidance function and design method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070052926A (en) * | 2005-11-18 | 2007-05-23 | 원 회 양 | Breakwater using wave dissipating block |
| CN201236343Y (en) * | 2008-05-09 | 2009-05-13 | 水利部交通部电力工业部南京水利科学研究院 | Self-adapting slope protection device for preventing slope deforming with waste tyres and belt seeding coating layer |
| CN201495549U (en) * | 2009-09-01 | 2010-06-02 | 同济大学 | Abandoned automobile tire and packing composite ecological protecting slope |
| JP2010261156A (en) * | 2009-04-30 | 2010-11-18 | Sumikei-Nikkei Engineering Co Ltd | Wave overtopping prevention structure |
| CN201695378U (en) * | 2010-07-05 | 2011-01-05 | 付帮勤 | Spur dike with geogrid enrockment capturing structure |
| CN202530420U (en) * | 2011-12-26 | 2012-11-14 | 华北水利水电学院 | Junked tire sand-resisting dam |
| CN103195020A (en) * | 2013-05-03 | 2013-07-10 | 交通运输部天津水运工程科学研究所 | Submerged spur dike suitable for natural marginal bank form |
-
2015
- 2015-02-16 CN CN201510084593.9A patent/CN104631383A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070052926A (en) * | 2005-11-18 | 2007-05-23 | 원 회 양 | Breakwater using wave dissipating block |
| CN201236343Y (en) * | 2008-05-09 | 2009-05-13 | 水利部交通部电力工业部南京水利科学研究院 | Self-adapting slope protection device for preventing slope deforming with waste tyres and belt seeding coating layer |
| JP2010261156A (en) * | 2009-04-30 | 2010-11-18 | Sumikei-Nikkei Engineering Co Ltd | Wave overtopping prevention structure |
| CN201495549U (en) * | 2009-09-01 | 2010-06-02 | 同济大学 | Abandoned automobile tire and packing composite ecological protecting slope |
| CN201695378U (en) * | 2010-07-05 | 2011-01-05 | 付帮勤 | Spur dike with geogrid enrockment capturing structure |
| CN202530420U (en) * | 2011-12-26 | 2012-11-14 | 华北水利水电学院 | Junked tire sand-resisting dam |
| CN103195020A (en) * | 2013-05-03 | 2013-07-10 | 交通运输部天津水运工程科学研究所 | Submerged spur dike suitable for natural marginal bank form |
Non-Patent Citations (1)
| Title |
|---|
| 丁立军等: "丁坝结构形式及在河道整治中的应用", 《水利科技与经济》, vol. 15, no. 7, 31 July 2009 (2009-07-31) * |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105940912B (en) * | 2016-05-10 | 2017-05-10 | 武汉大学 | Ecological engineering technology reinforcing river and lake wave washout scarp |
| CN105940912A (en) * | 2016-05-10 | 2016-09-21 | 武汉大学 | Ecological engineering technology reinforcing river and lake wave washout scarp |
| CN106567360A (en) * | 2016-10-13 | 2017-04-19 | 中国水利水电科学研究院 | City rigid watercourse habitat diversity ecological restoration method |
| CN106567360B (en) * | 2016-10-13 | 2019-06-14 | 中国水利水电科学研究院 | A kind of habitat diversity ecological restoring method in urban hard river |
| CN107119626A (en) * | 2017-04-12 | 2017-09-01 | 重庆交通大学 | A kind of ecological, environmental protective permeable spur structure |
| CN109252487A (en) * | 2017-07-13 | 2019-01-22 | 中国科学院生态环境研究中心 | A kind of I-shaped dam and its ecotechnology for ecological recovery and protection |
| CN109338987B (en) * | 2018-11-21 | 2023-09-26 | 交通运输部天津水运工程科学研究所 | Inland river ecological renovation spur dike group |
| CN109338987A (en) * | 2018-11-21 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | Inland river eco-river control groynes group |
| CN109338988A (en) * | 2018-11-21 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | Unilateral aileron formula ecotype groynes |
| CN109338988B (en) * | 2018-11-21 | 2024-01-23 | 交通运输部天津水运工程科学研究所 | Single-side wing wall type ecological type spur dike |
| CN110284461A (en) * | 2019-07-12 | 2019-09-27 | 郑州大学 | A kind of ecological spur dike improved towards middle and small river aquatic life habitat |
| CN110284461B (en) * | 2019-07-12 | 2021-05-07 | 郑州大学 | Ecological spur dike for improving aquatic organism habitat of medium and small rivers |
| CN110679228B (en) * | 2019-11-06 | 2022-05-03 | 中交上海航道勘察设计研究院有限公司 | Seawall front-edge mudflat wetland and recovery method thereof |
| CN110679228A (en) * | 2019-11-06 | 2020-01-14 | 中交上海航道勘察设计研究院有限公司 | Seawall front-edge mudflat wetland and recovery method thereof |
| CN114622516A (en) * | 2022-04-02 | 2022-06-14 | 黄河勘测规划设计研究院有限公司 | Novel ecological wharf with river channel control and guidance function and design method thereof |
| CN114622516B (en) * | 2022-04-02 | 2024-01-23 | 黄河勘测规划设计研究院有限公司 | Novel ecological wharf with river channel control and guide function and design method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631383A (en) | Flexible ecological spur dike system | |
| CN105178245A (en) | Large filling bag ecological embankment and revetment building method for river lake channel | |
| CN202284289U (en) | Combined ecological river bank revetment structure | |
| CN203795372U (en) | Box body and inserted plate combined type ecological bank protection structure | |
| CN102154997A (en) | Ecotypic bank revetment structure | |
| CN212956378U (en) | Intertidal zone ecological revetment structure | |
| CN103821107A (en) | Ecological bank protection structure combining boxes and insertion plates | |
| CN209099287U (en) | A kind of combined type restoration of the ecosystem revetment | |
| CN205035763U (en) | Ecological shore protection interlock brick in high strength river course | |
| CN210439218U (en) | Scour protection dykes and dams for water conservancy construction | |
| CN202175932U (en) | Novel wave prevention device | |
| CN105256764B (en) | Waves ecological riparian structure | |
| CN201785728U (en) | Sand control dam with functions of preventing silt and reducing transverse flow at breakwater gap | |
| CN205954573U (en) | Basalt fiber system unrestrained type hydraulic reclamation island reef bank protection that fixes sand to disappear | |
| CN104389290A (en) | Water-wave-resistant sediment scouring-preventing device for protecting water plants of Lake Taihu | |
| CN202466518U (en) | Back pressure structure of soft soil foundation dam | |
| CN101476306A (en) | Floating shore-protection structure of inland river | |
| CN208668356U (en) | Hybrid navigation channel landscape revetment dike | |
| CN204185819U (en) | Honeycomb dykes and dams shore protection component | |
| CN203256680U (en) | Jetty | |
| CN203256689U (en) | Protective hooking and connecting body and piled-up space structure composed of same | |
| CN202099777U (en) | Ecotype bank revetment structure | |
| CN206844058U (en) | A kind of high security concrete dam matrix of seawater corrosion resistance | |
| CN105133544A (en) | High-strength river channel ecological bank protection bonded brick and reinforcing and building method thereof | |
| CN201065524Y (en) | Vertical dike |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150520 |