CN205653749U - River course butyl dam structure and spur dike protection system - Google Patents
River course butyl dam structure and spur dike protection system Download PDFInfo
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- CN205653749U CN205653749U CN201620427794.4U CN201620427794U CN205653749U CN 205653749 U CN205653749 U CN 205653749U CN 201620427794 U CN201620427794 U CN 201620427794U CN 205653749 U CN205653749 U CN 205653749U
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- river course
- groynes
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Abstract
The utility model discloses a the utility model discloses a river course butyl dam structure and spur dike protection system, this butyl dam structure include from the river bank and extend to the spur dike main part in river course, and this spur dike main part is the inside stone of packing between many stakes inserting river bank and river course respectively, many stakes, packing gravel and soil between the stone. This spur dike protection system includes the edge a plurality of spur dikes that the river course interval set up, in a plurality of spur dikes at least one does the utility model provides a river course spur dike. The utility model discloses an above -mentioned technical scheme, protection system has adjusted river flow through this spur dike, has reduced the river velocity of flow, so effectively protects the river bank not corroded, protection river bank safety, come for the amphibious plant provides the growing environment through gravel and soil, the spur dike clearance has increased river course biodiversity for the river course biology provides the unhurried current growing environment, has built diversified river course habitat, has beautified the river course view simultaneously.
Description
Technical field
This utility model relates to channel protection field, in particular it relates to a kind of river course groynes structure and this river course fourth of use
The groynes guard system of dam structure.
Background technology
Single for River Sediment particle diameter composition, the problem such as the homogenization of river ecological environment, low quality, repaired in river course
Cheng Zhong, arranges groynes measure in river course, changes current.Groynes is engineering method measure conventional in traditional water conservancy engineering, is usually
Referring to that or oblique orthogonal with riverbank stretches into the river regulating structure in river course, its Main Function is that protection riverbank is not flowed directly
Erosion and producing is drawn brush and is destroyed.Tradition groynes mostly is reinforced concrete structure, on the one hand lacks sight, destroys River Landscape；
The most also cannot provide natural habitat for aquatile, promote the development of bio-diversity.
Utility model content
A purpose of the present utility model is to provide a kind of groynes, and this groynes can be in the case of the safety of protection riverbank
Biological offer growing space.
Another purpose of the present utility model is to provide a kind of system, and this system uses the groynes that this utility model provides.
To achieve these goals, according to an aspect of the present utility model, it is provided that a kind of river course groynes structure, including from
Riverbank extends to the groynes main body in river course, and described groynes main body includes the many wood inserting described riverbank and described river course respectively
Between stake, described many timbers, internal filling stone, fills gravel and soil between described stone.
Alternatively, described groynes main body includes the dam body extended along described riverbank, and described dam body is from bottom to up in Step-edge Junction
Structure raises.
Alternatively, the described timber in described dam body is that step raises, and the described stone between adjacent two timbers
The upper end of the described timber that the packed height of block is relatively low with level flushes.
Alternatively, in described ledge structure, the height of each step is 20-40cm.
Alternatively, the upper end of described dam body and described riverbank are formed on dam root, described dam body and described dam root and plant respectively
Plant amphibious plant.
Alternatively, the abutment that described groynes main body extends in being included in described river course, in described abutment, described many wood
Stake highly consistent, and described stone packed height flushes with the upper end of described timber.
Alternatively, described abutment development length in river course is 1-1.5m.
Alternatively, described many timbers are spaced layout, between adjacent timber successively along the outward flange of described groynes main body
It is smaller than the particle diameter of described stone.
Alternatively, the spacing between described adjacent timber is 15-25cm.
According to another aspect of the present utility model, it is provided that a kind of groynes guard system, including along described interchannel every setting
Multiple groynes, the river course groynes that at least one in the plurality of groynes provides for this utility model.
By technique scheme, groynes structure constitutes stable guard system to overall river course, and by gravel and soil
Earth to provide growing environment for amphibious plant, and groynes gap provides unhurried current growing environment for river course biology.
Other feature and advantage of the present utility model will be described in detail in detailed description of the invention part subsequently.
Accompanying drawing explanation
Accompanying drawing is used to offer and is further appreciated by of the present utility model, and constitutes a part for description, with following
Detailed description of the invention be used for explaining this utility model together, but be not intended that restriction of the present utility model.In the accompanying drawings:
Fig. 1 is the sectional structure schematic diagram of the river course groynes structure that this utility model embodiment provides；
Fig. 2 is the plan structure schematic diagram of the groynes guard system that this utility model embodiment provides.
Description of reference numerals
1 abutment 2 dam body
3 dam root 4 timbers
5 stone 6 gravel and soil
7,8 amphibious plant
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in detail.It should be appreciated that herein
Described detailed description of the invention is merely to illustrate and explains this utility model, is not limited to this utility model.
In this utility model, in the case of illustrating on the contrary, the noun of locality of use such as " upper and lower " is with this practicality
Defining on the basis of the actual application of the groynes structure of novel offer, " inside and outside " refers to the interior and outer of corresponding component profile.
As shown in Figure 1 to Figure 2, a kind of river course groynes structure that this utility model provides, this groynes structure includes from riverbank
Extending to the groynes main body in river course, this groynes main body includes inserting respectively between riverbank and the many timbers 4 in river course, many timbers
Internal filling stone 5, fills gravel and soil 6 between stone.Therefore, timber 4 and stone 5 ensure that the steady of groynes agent structure
Qualitative, gravel and soil 6 provide growing environment for amphibious plant 7,8.
In the present embodiment, groynes main body width 50-70cm, such as 60cm can be designed.Thus ensure main body intensity.Its
In, in the present embodiment, the timber 4 inserting riverbank and river course respectively can be designed as diameter 10-20cm, such as 15cm, length
The deal pile of 1-3m, such as 2m, to provide stable framework effect.
Wherein, groynes main body can include dam root 3, dam body 2 and the abutment 1 being sequentially arranged from riverbank, wherein, dam to river course
Extending on riverbank, abutment extends on river course, and dam root is collectively forming with riverbank by the upper end of dam body 2.
In the present embodiment, dam body 2 raises in ledge structure from bottom to up so that the structure of dam body is tied relative to inclined-plane
Structure is more firm, and can be planting plants more easily, and the step of the walking of safety up and down provided for corresponding personnel.
Wherein, the timber 4 in dam body 2 raises in step, and the packed height of the stone 5 between adjacent two timbers
The upper end of the timber 4 relatively low with level flushes, to form stable ledge structure.It addition, the height of each step in ledge structure
Degree is 20-40cm, is chosen as 30cm.Thus more preferably ensure structural strength.It addition, plant land and water two respectively on dam body 2 and dam root 3
Dwell plant 7,8, alternatively the long 60cm of cuttage, the Ramulus Salicis Babylonicae bar alive of diameter 2cm plant amphibious plant yellow flag.
In the abutment 1 of present embodiment, many timbers highly consistent, and stone packed height and timber 4 is upper
End flushes.So that the upper surface of abutment 1 is in same level.It addition, the development length that abutment is in river course is 1-
1.5m, is chosen as 1.2m.
In the present embodiment, keep stone to realize timber, many timbers 4 along groynes main body outward flange successively
Interval is arranged, the particle diameter being smaller than stone 5 between adjacent timber, so that stone can not be by the gap between timber
Drop out, and structure is impacted.Wherein it should be noted that at accompanying drawing in order to remove display structure, do not install stone
Particle diameter draw more than timber gap, this is not limiting as this utility model.In the embodiment that other are possible, adjacent timber
Between spacing can also design the particle diameter more than stone, but it is solid now can to arrange wire netting etc. at the outward flange of groynes main body
Fixed structure, thus ensure that stone does not comes off.
In the present embodiment, the spacing between adjacent timber is 15-25cm, is chosen as 20cm.To ensure that stone can
Stably fixed by timber.
A kind of groynes guard system that this utility model provides, including multiple groynes spaced along river course, specifically,
Groynes spacing distance is chosen as 3m.The river course groynes that at least one this utility model in multiple groynes provides, thus to entirety
River course constitutes stable guard system, and groynes gap is that river course biology provides unhurried current growing environment.
The river course groynes construction method that present embodiment offer is provided introduced below:
First squeezing into the timber 4 of diameter 15cm, long 2m at riverbed offshore, surface about 20cm in timber 4 upper end, timber
4 spacing 20cm, extend 1.2m and constitute the abutment 1 of wide 60cm, adjacent abutment 1 spacing 3m, be perpendicular to direction, riverbank and line up to Ha Noi
Row；Dam body 2 has 2 grades of step ladders to raise, every grade of step width 60cm, every grade of shoulder height difference 30cm；Fill in timber 4 gap
The stone 5 of more than particle diameter 20cm, stone 5 thickness flushes with timber 4 upper end, and gravel and soil 6 are filled in stone gap, at dam body 2
Planting the amphibious plant 7,8 of plantation, the wherein 7 Ramulus Salicis Babylonicae bar alive representing the long 60cm of cuttage, diameter 2cm with dam root 3 kinds, 8 represent Huang
Rhizoma Acori Graminei.
Detailed description of the invention of the present utility model is described in detail above in association with accompanying drawing, but, this utility model does not limit
Detail in above-mentioned embodiment, in technology concept of the present utility model, can be to skill of the present utility model
Art scheme carries out multiple simple variant, and these simple variant belong to protection domain of the present utility model.
It is further to note that each the concrete technical characteristic described in above-mentioned detailed description of the invention, at not lance
In the case of shield, can be combined by any suitable means, in order to avoid unnecessary repetition, this utility model is to respectively
Plant possible compound mode to illustrate the most separately.
Additionally, combination in any can also be carried out, as long as it is not disobeyed between various different embodiment of the present utility model
Carrying on the back thought of the present utility model, it should be considered as content disclosed in the utility model equally.
Claims (10)
1. a river course groynes structure, including the groynes main body extending to river course from riverbank, it is characterised in that described groynes main body
Including inserting internal filling stone between the many timbers (4) on described riverbank and described river course, described many timbers (4) respectively
(5), gravel and soil (6) are filled between described stone.
River course the most according to claim 1 groynes structure, it is characterised in that described groynes main body includes prolonging along described riverbank
The dam body (2) stretched, described dam body raises in ledge structure from bottom to up.
River course the most according to claim 2 groynes structure, it is characterised in that the described timber (4) in described dam body (2) in
Step raises, and the described timber (4) that the packed height of the described stone (5) between adjacent two timbers is relatively low with level
Upper end flush.
4. according to the river course groynes structure described in Claims 2 or 3, it is characterised in that each step in described ledge structure
It is highly 20-40cm.
River course the most according to claim 2 groynes structure, it is characterised in that the upper end of described dam body (2) and described riverbank
It is formed on dam root (3), described dam body (2) and described dam root (3) and plants amphibious plant (7,8) respectively.
6. according to the river course groynes structure described in any one in claim 1-3, it is characterised in that described groynes main body includes
The abutment extended in described river course, in described abutment (1), described many timbers (4) highly consistent, and described stone
(5) packed height flushes with the upper end of described timber (4).
River course the most according to claim 6 groynes structure, it is characterised in that described abutment development length in river course is
1-1.5m。
River course the most according to claim 1 groynes structure, it is characterised in that described many timbers (4) are along described groynes master
The outward flange of body is spaced layout successively, the particle diameter being smaller than described stone (5) between adjacent timber.
River course the most according to claim 8 groynes structure, the spacing between described adjacent timber is 15-25cm.
10. a groynes guard system, including multiple groynes spaced along described river course, in the plurality of groynes at least
One for according to the river course groynes structure described in any one in claim 1-9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620427794.4U CN205653749U (en) | 2016-05-11 | 2016-05-11 | River course butyl dam structure and spur dike protection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620427794.4U CN205653749U (en) | 2016-05-11 | 2016-05-11 | River course butyl dam structure and spur dike protection system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205653749U true CN205653749U (en) | 2016-10-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620427794.4U Active CN205653749U (en) | 2016-05-11 | 2016-05-11 | River course butyl dam structure and spur dike protection system |
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| CN (1) | CN205653749U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106717797A (en) * | 2016-11-23 | 2017-05-31 | 中国科学院东北地理与农业生态研究所 | A kind of cottage method of quick breeding Longjiang willow |
| CN106939580A (en) * | 2017-02-28 | 2017-07-11 | 河海大学 | A kind of pipe laying type permeable spur that interlocks |
| CN106939579A (en) * | 2017-02-28 | 2017-07-11 | 河海大学 | A kind of parallel pipe laying type permeable spur |
| CN108086243A (en) * | 2017-12-07 | 2018-05-29 | 上海勘测设计研究院有限公司 | A kind of environmental riverside zone of navigable river |
| CN109338986A (en) * | 2018-11-21 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | Cross sheet pile ecotype groynes |
-
2016
- 2016-05-11 CN CN201620427794.4U patent/CN205653749U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106717797A (en) * | 2016-11-23 | 2017-05-31 | 中国科学院东北地理与农业生态研究所 | A kind of cottage method of quick breeding Longjiang willow |
| CN106939580A (en) * | 2017-02-28 | 2017-07-11 | 河海大学 | A kind of pipe laying type permeable spur that interlocks |
| CN106939579A (en) * | 2017-02-28 | 2017-07-11 | 河海大学 | A kind of parallel pipe laying type permeable spur |
| CN106939580B (en) * | 2017-02-28 | 2019-07-12 | 河海大学 | A kind of pipe laying type permeable spur that interlocks |
| CN106939579B (en) * | 2017-02-28 | 2019-07-12 | 河海大学 | A kind of parallel pipe laying type permeable spur |
| CN108086243A (en) * | 2017-12-07 | 2018-05-29 | 上海勘测设计研究院有限公司 | A kind of environmental riverside zone of navigable river |
| CN108086243B (en) * | 2017-12-07 | 2024-03-29 | 上海勘测设计研究院有限公司 | Ecological type riverbank of navigation river course |
| CN109338986A (en) * | 2018-11-21 | 2019-02-15 | 交通运输部天津水运工程科学研究所 | Cross sheet pile ecotype groynes |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Beijing elion Biotechnology Co., Ltd Assignor: ELION SHOUJIAN ECOLOGICAL TECHNOLOGY Co.,Ltd. Contract record no.: X2020990000166 Denomination of utility model: River course butyl dam structure and spur dike protection system Granted publication date: 20161019 License type: Exclusive License Record date: 20200407 |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210705 Address after: 856001 2nd floor, building 5, Wanren community, Zantang Road, Zedang Town, Naidong District, Shannan City, Tibet Autonomous Region Patentee after: ELION ECOLOGICAL RESTORATION Co.,Ltd. Address before: 102100 room 663, building 2, No.10 Baiquan street, Yanqing Economic Development Zone, Beijing Patentee before: ELION SHOUJIAN ECOLOGICAL TECHNOLOGY Co.,Ltd. |