CN102747705A - Schist bank protection structure - Google Patents
Schist bank protection structure Download PDFInfo
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- CN102747705A CN102747705A CN2012102563153A CN201210256315A CN102747705A CN 102747705 A CN102747705 A CN 102747705A CN 2012102563153 A CN2012102563153 A CN 2012102563153A CN 201210256315 A CN201210256315 A CN 201210256315A CN 102747705 A CN102747705 A CN 102747705A
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- schist
- revetment
- water body
- sillar
- sheet
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Abstract
The invention discloses a schist bank protection structure. The schist bank protection structure comprises a protecting wall, wherein a soil body is arranged on one side of the protecting wall; the soil body is enclosed inside the protecting wall; the other side of the protecting wall contacts with a water body; the protecting wall prevents the water body from scouring the soil body; the protecting wall is built by schist blocks which are stacked in parallel; gaps are provided among the schist blocks, and water can permeate into the soil body through the gaps. The schist blocks are vertical to the outer surface of the protecting wall, one end of each schist block extends to the soil body and the other end is exposed to the outer surface of the protecting wall; the end, on the outer surface of the protecting wall, of the schist block is provided with an irregular fracture surface; the bottom end of the protecting wall extends to the water body so as to be connected with a runner on the bottom of the water body; the top end of the protecting wall is exposed outside the water body. The schist bank protection structure is built by stacking schist blocks, and gaps are provided among the schist blocks, so that water body can permeate into the soil body from the gaps to provide water for organisms in the soil body. Simultaneously, good growth and reproduction space is provided for pelagic organisms in the water body.
Description
Technical field
The present invention relates to water engineering facility, relate in particular to a kind of schist bank protection structure that utilizes schist to carry out embankment protection.
Background technology
Bank protection work is the important engineering measure in the river pattern control planning, also is the ingredient of flood-prevention project system.Adopt grouts or rigid material bank protections such as placed rockfill, cast-in-place or precast concrete more in China tradition channel protection engineering, and this type bank protection form can be brought into play effects such as certain flood control, water drainage to the river course, and has advantage such as good stability.But along with the development of engineering, and society is to the pay attention to day by day of environmental protection, and people recognize that gradually this type bank protection form can bring harmful effect to environment, cause ecological degradation easily.China's rivers are numerous, and owing to flood control, shipping, water drainage, water intaking, irrigation etc. need, in recent years, the channel revetment engineering is in the process of continuous development and exploration.For example; The form of bank protection work; Engineering of keeping by traditional comprises that rock head, groynes progressively develop into new forms such as smooth-going type shore protection; And extensively adopt for engineering practice, embankment material also is tending towards variation, is developed into new material new technologies such as concrete hinge row and mold-bagged concrete by traditional jackstone.Simultaneously, great deal of experimental has been carried out in the aspects such as failure mechanism, shore protection effect and job practices of bank protection work.On the basis that absorbs external dredging waterway and other field ecological revetment achievement in research, river channel ecology type bank protection work has also obtained preliminary application in China.
Its intension of river channel ecology type bank protection work is to utilize combining of plant or itself and Other Engineering material; On the river course bank slope, make up guard system with ecological functions; The anti-impact erosion of realization bank slope, the anti-slip and ecological recovery are to reach the purpose of keeping stream bank stability, the domatic plant life environment of raising, construction bio-diversity, strengthening the stream self-purification ability.At first, the requirement of shelter that it should satisfy the river course bank slope prevents owing to current scour, stormy waves are washed in a pan dyke unstability and the destruction that erosion, soil body slip etc. bring; Secondly, need satisfy the requirement of ecological environment and view, the ecological revetment form is more, must consider to coordinate mutually with the style of surrounding environment in selection, can not cause the destruction of ecological environment.In gardens, the flow of its water body and flow velocity are generally smaller, often carry out the construction of bank protection work through building schist by laying bricks or stones; When piling up schist, utilize cement fixed, can improve the steadiness of embankment like this; And in garden engineering; Often need the plantation plant in the embankment soil layer, water body and soil layer are kept apart, the growth of plant is had adverse effect by the schist embankment that cement is fixed.In addition, owing to the fixed back of cement embankment smooth surface, be unfavorable for the growth and breeding of various biologies in the water body.
Summary of the invention
The purpose of this invention is to provide a kind of schist bank protection structure, when assurance is effectively gone along with sb. to guard him the embankment soil body, help the biological growth in embankment both sides.
The technical scheme that the present invention is adopted for its technical problem of solution is,
A kind of schist bank protection structure includes revetment, and this revetment one side has the soil body; Revetment is gone along with sb. to guard him the soil body within it, and its opposite side contacts with water body, and revetment stops water body washing away the soil body; Revetment is built by laying bricks or stones by the sheet sillar and is formed, and each sheet sillar stacked in parallel has the slit between the sheet sillar; Water body can infiltrate in the soil body through this slit, replenishes thereby the soil body is carried out moisture content, in addition; Biology in the water body can get in the slit grows, and biology provides protection and breeds the space in can feeding water in these slits between the sheet sillar.
Particularly, the sheet sillar is vertical with the external surface of revetment, and the one of which end stretches in the soil body; The other end is exposed to the external surface of revetment; Parallel to each other between the superimposed up and down sheet sillar, be crisscross arranged between the adjacent sheet sillar in the left and right sides, make all sheet sillars connect into an integral body;
The end that the sheet sillar is positioned at the revetment external surface has fractal surface, can increase the area of revetment external surface, thereby increases the adhesion of water body and revetment, reduces the flow velocity of water body, reduces the scouring force of water body to revetment;
The bottom of revetment is stretched in the water body, joins with the runner of water bottom, and its top is exposed to the water body outside, and the water body and the soil body are separated;
In an embodiment of the utility model, the top of revetment is provided with the bar shaped briquetting, and the bar shaped briquetting is pushed down the sheet sillar; The bar shaped briquetting adopts stone material or reinforced concrete earth forming; Being provided with according to practice of construction of bar shaped briquetting requires to decide.
The invention has the advantages that; The mode that this schist bank protection structure adopts the sheet sillar to pile up is built by laying bricks or stones, and between the sheet sillar, leaves the slit, and water body can infiltrate the soil body from this slit; Biology in the soil body provides moisture content, to the planktonic organism in the water body good growth and breeding space is provided simultaneously; The outboard end of sheet sillar has fractal surface, adopts the mode be crisscross arranged between the adjacent sheet sillar, makes each sheet sillar connect into an integral body, makes the outward appearance natural beauty more of revetment simultaneously.
Description of drawings
Fig. 1 is the structural representation of the schist bank protection structure that proposes of the present invention.
The specific embodiment
For technological means, creation characteristic that the present invention is realized, reach purpose and effect and be easy to understand and understand, below in conjunction with diagram and specific embodiment, further set forth the present invention.
As shown in Figure 1, the schist bank protection structure that the present invention proposes includes revetment 1, and a side of revetment 1 has the soil body 2; Revetment 1 is gone along with sb. to guard him the soil body 2 within it, and its opposite side contacts with water body 3, and revetment 1 stops washing away of 3 pairs of soil bodys 2 of water body; Revetment 1 is built by laying bricks or stones by sheet sillar 11 and is formed, and each sheet sillar 11 stacked in parallel has the slit between the sheet sillar 11; Water body 3 can infiltrate in the soil body 2 through this slit, replenishes thereby the soil body 2 is carried out moisture content, in addition; Biology in the water body 3 can get in the slit grows, and biology provides protection and breeds the space in can feeding water in these slits between the sheet sillar 11.
Particularly, sheet sillar 11 is vertical with the external surface of revetment 1, and the one of which end stretches in the soil body 2; The other end is exposed to the external surface of revetment 1; Parallel to each other between the superimposed up and down sheet sillar 11, be crisscross arranged between the adjacent sheet sillar 11 in the left and right sides, make all sheet sillars 11 connect into an integral body;
The end that sheet sillar 11 is positioned at revetment 1 external surface has fractal surface, can increase the area of revetment 1 external surface, thereby increases the adhesion of water body 3 and revetment 1, reduces the flow velocity of water body 3, reduces the scouring force of 3 pairs of revetments 1 of water body;
The bottom of revetment 1 is stretched in the water body 3, joins with the runner of water body 3 bottoms, and its top is exposed to water body 3 outsides, and the water body 3 and the soil body 2 are separated;
In the present embodiment, the top of revetment 1 is provided with bar shaped briquetting 12, and bar shaped briquetting 12 is pushed down sheet sillar 11; Bar shaped briquetting 12 adopts stone material or reinforced concrete earth forming; Being provided with according to practice of construction of bar shaped briquetting 12 requires to decide.
The mode that this schist bank protection structure adopts the sheet sillar to pile up is built by laying bricks or stones; And between the sheet sillar, leave the slit; Water body can infiltrate the soil body from this slit, to the biology in the soil body moisture content is provided, and to the planktonic organism in the water body good growth and breeding space is provided simultaneously; The outboard end of sheet sillar has fractal surface, adopts the mode be crisscross arranged between the adjacent sheet sillar, makes each sheet sillar connect into an integral body, makes the outward appearance natural beauty more of revetment simultaneously.
More than show and described basic principle of the present invention, principal character and advantage of the present invention.The technician of the industry should understand; The present invention is not restricted to the described embodiments; That describes in the foregoing description and the manual just explains principle of the present invention; The present invention also has various changes and modifications under the prerequisite that does not break away from spirit and scope of the invention, and these variations and improvement all fall in the scope of the invention that requires protection.The present invention requires protection domain to be defined by appending claims and equivalent thereof.
Claims (6)
1. a schist bank protection structure includes revetment, and this revetment one side has the soil body; Revetment is gone along with sb. to guard him the soil body within it, and its opposite side contacts with water body, and revetment stops water body washing away the soil body; It is characterized in that revetment is built by laying bricks or stones by the sheet sillar and formed, each sheet sillar stacked in parallel; Have the slit between the sheet sillar, water body can infiltrate in the soil body through this slit.
2. a kind of schist bank protection structure according to claim 1 is characterized in that the sheet sillar is vertical with the external surface of revetment, and the one of which end stretches in the soil body, and the other end is exposed to the external surface of revetment.
3. a kind of schist bank protection structure according to claim 2 is characterized in that the end that the sheet sillar is positioned at the revetment external surface has fractal surface.
4. a kind of schist bank protection structure according to claim 1 is characterized in that the bottom of revetment is stretched in the water body, joins with the runner of water bottom, and its top is exposed to the water body outside.
5. a kind of schist bank protection structure according to claim 1 is characterized in that the top of revetment is provided with the bar shaped briquetting, and the bar shaped briquetting is pushed down the sheet sillar.
6. a kind of schist bank protection structure according to claim 5 is characterized in that, the bar shaped briquetting adopts stone material or reinforced concrete earth forming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102563153A CN102747705A (en) | 2012-07-17 | 2012-07-17 | Schist bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102563153A CN102747705A (en) | 2012-07-17 | 2012-07-17 | Schist bank protection structure |
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| CN102747705A true CN102747705A (en) | 2012-10-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2012102563153A Pending CN102747705A (en) | 2012-07-17 | 2012-07-17 | Schist bank protection structure |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1587546A (en) * | 2004-07-07 | 2005-03-02 | 汪荣勋 | Permeable soil keeping wall and its use |
| CN101230580A (en) * | 2008-01-25 | 2008-07-30 | 程卫国 | Wall surface dust block |
| CN201190286Y (en) * | 2008-01-24 | 2009-02-04 | 上海勘测设计研究院 | Hydraulic engineering ecological protection slope |
| US7811029B2 (en) * | 2007-02-09 | 2010-10-12 | Agrecol, Llc | Woven soil stabilization system |
| CN201753497U (en) * | 2010-02-05 | 2011-03-02 | 邱淳芬 | Ecological block and protective wall formed by ecological block |
| CN202000359U (en) * | 2010-12-13 | 2011-10-05 | 湖南省交通科学研究院 | Geocell zoology cutting wall |
-
2012
- 2012-07-17 CN CN2012102563153A patent/CN102747705A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1587546A (en) * | 2004-07-07 | 2005-03-02 | 汪荣勋 | Permeable soil keeping wall and its use |
| US7811029B2 (en) * | 2007-02-09 | 2010-10-12 | Agrecol, Llc | Woven soil stabilization system |
| CN201190286Y (en) * | 2008-01-24 | 2009-02-04 | 上海勘测设计研究院 | Hydraulic engineering ecological protection slope |
| CN101230580A (en) * | 2008-01-25 | 2008-07-30 | 程卫国 | Wall surface dust block |
| CN201753497U (en) * | 2010-02-05 | 2011-03-02 | 邱淳芬 | Ecological block and protective wall formed by ecological block |
| CN202000359U (en) * | 2010-12-13 | 2011-10-05 | 湖南省交通科学研究院 | Geocell zoology cutting wall |
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| C06 | Publication | ||
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB02 | Change of applicant information |
Address after: Hangzhou City, Zhejiang province 310000 Building No. 5 Jianggan District Caihe Ka Yip Building 5 floor, Room 501 Applicant after: ZHEJIANG YUANCHENG LANDSCAPE GROUP CO., LTD. Address before: Hangzhou City, Zhejiang province 310000 Building No. 5 Jianggan District Caihe Ka Yip Building 5 floor, Room 501 Applicant before: Zhejiang Yuancheng Landscape Group Co., Ltd. |
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| COR | Change of bibliographic data |
Free format text: CORRECT: APPLICANT; FROM: ZHEJIANG YUANCHENG GARDEN GROUP CO., LTD. TO: ZHEJIANG YUANCHENG LANDSCAPE GROUP CO., LTD. |
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| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20121024 |