CN204326007U - Channel ecological revetment - Google Patents
Channel ecological revetment Download PDFInfo
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- CN204326007U CN204326007U CN201420800803.0U CN201420800803U CN204326007U CN 204326007 U CN204326007 U CN 204326007U CN 201420800803 U CN201420800803 U CN 201420800803U CN 204326007 U CN204326007 U CN 204326007U
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Abstract
A kind of channel ecological revetment, this channel ecological revetment is arranged on the canal dike of channel, the ecological dike face fixed bed that this channel ecological revetment comprises the husky separation layer of the soil be arranged on canal dike face and is arranged on native husky separation layer, ecological dike face fixed bed comprises skeleton frame and is arranged on the greening type layer of concrete in skeleton frame.
Description
Technical field
The utility model relates to side slope protection technical field, particularly a kind of channel ecological revetment.
Background technology
Traditional protective slope in canal mainly uses the channel after the revetments such as stone-laying, cast-in-situ concrete, precast concrete plank, this kind of slope protection works cost is all relatively high, and only focused on the basic function in river (canal) road itself, as water delivery, flood passage, water drainage etc., do hardly to consider on environment, ecological impact.Its major defect covers large stretch of vegetation, wracked the water environment be jointly made up of with grass water; Need cut into a mountain for quarrying, dig river and get sand, directly damage mountain forest and river course; Consume a large amount of cement, and produce 1 ton of cement and will discharge carbon dioxide about 1 ton; Rigidity revetment material absorbs solar heat energy in a large number, and summer, revetment surface temperature generally can reach 40 ~ 60 DEG C, exacerbated urban heat land effect, affected environment for human survival; Cut off aquatic organism chain, the biology in water and the living environment of microorganism and living space are subject to catastrophic collapse, and ecology loses balance, and the self-detergent power in river is reduced greatly, form harmful effect to ecological environment.
Summary of the invention
In view of this, be necessary to provide a kind of channel ecological revetment.
A kind of channel ecological revetment, this channel ecological revetment is arranged on the canal dike of channel, the ecological dike face fixed bed that this channel ecological revetment comprises the husky separation layer of the soil be arranged on canal dike face and is arranged on native husky separation layer, ecological dike face fixed bed comprises skeleton frame and is arranged on the greening type layer of concrete in skeleton frame.
Preferably, be also provided with benzene plate in skeleton frame, benzene plate is positioned at below greening type layer of concrete.
Preferably, native husky separation layer is non-woven geotextile.
Preferably, skeleton frame comprises corner precast concrete rectangular slab, middle limit precast concrete rectangular slab and intermediate prefabricated concrete rectangular plate, corner precast concrete rectangular slab, formation skeleton frame is abutted between middle limit precast concrete rectangular slab and intermediate prefabricated concrete rectangular plate, wherein, corner precast concrete rectangular slab comprises the long limit and the first minor face that are parallel to each other, second minor face, 3rd minor face, article two, long limit Length discrepancy, corresponding being connected with the left end on two long limits respectively in two ends of the first minor face, and angle is 45 degree formed by the first minor face to longer long limit, the length of the second minor face is the half of the spacing on two long limits, second minor face is connected with the right-hand member on longer long limit, and the second minor face is vertical with longer long limit, one end of 3rd minor face is connected with the right-hand member on shorter long limit, the other end of the 3rd minor face is connected with the other end of the second minor face, 3rd minor face is 135 degree to the angle of the second minor face, intermediate prefabricated concrete rectangular plate comprises the long limit and the first minor face that are parallel to each other, second minor face, 3rd minor face, 4th minor face, article two, long limit is isometric, one end of first minor face is connected with one end of the second minor face, the other end of the first minor face and corresponding being connected with the left end on two long limits of other end difference of the second minor face, formed by first minor face to the second minor face, angle is 90 degree, one end of 3rd minor face is connected with one end of the 4th minor face, the other end of the 3rd minor face and corresponding being connected with the right-hand member on two articles of long limits of other end difference of the 4th minor face, formed by 3rd minor face to the 4th minor face, angle is 90 degree, middle limit precast concrete rectangular slab comprises the long limit and the first minor face that are parallel to each other, second minor face, 3rd minor face, 4th minor face, article two, long limit Length discrepancy, one end of first minor face is connected with one end of the second minor face, the other end of the first minor face and corresponding being connected with the left end on two long limits of other end difference of the second minor face, formed by first minor face to the second minor face, angle is 135 degree, first minor face is vertical with longer long limit, one end of 3rd minor face is connected with one end of the 4th minor face, the other end of the 3rd minor face and corresponding being connected with the right-hand member on two articles of long limits of other end difference of the 4th minor face, formed by 3rd minor face to the 4th minor face, angle is 135 degree, 3rd minor face is vertical with longer long limit.
The husky separation layer of soil of above-mentioned channel ecological revetment is arranged on the canal dike of channel on the surface, so prevents the soil particle in canal dike from outflowing with water and causes subsiding of ecological dike face fixed bed; Further, ecological dike face fixed bed is arranged on native husky separation layer, and the skeleton frame of ecological dike face fixed bed strengthens the stability of ecological dike face fixed bed, and the growth that greening type layer of concrete is plant simultaneously provides applicable moisture and space condition.
Accompanying drawing explanation
Fig. 1 is the cross-sectional view of the channel ecological revetment of a better embodiment.
Fig. 2 is the structural representation of skeleton frame in Fig. 1.
Fig. 3 is the top view of precast concrete rectangular slab in corner in Fig. 2.
Fig. 4 is the top view of intermediate prefabricated concrete rectangular plate in Fig. 2.
Fig. 5 is the top view of middle limit precast concrete rectangular slab in Fig. 2.
In figure: channel ecological revetment 10, the husky separation layer 20 of soil, ecological dike face fixed bed 30, skeleton frame 31, corner precast concrete rectangular slab 310, long limit 3100, first minor face 3101, second minor face 3102, 3rd minor face 3103, intermediate prefabricated concrete rectangular plate 311, long limit 3110, first minor face 3111, second minor face 3112, 3rd minor face 3113, 4th minor face 3114, middle limit precast concrete rectangular slab 312, long limit 3120, first minor face 3121, second minor face 3122, 3rd minor face 3123, 4th minor face 3124, greening type layer of concrete 32, benzene plate 33.
Detailed description of the invention
Please refer to the channel ecological revetment 10 shown in Fig. 1 and Fig. 2, this channel ecological revetment 10 is arranged on the canal dike of channel, the ecological dike face fixed bed 30 that this channel ecological revetment 10 comprises the husky separation layer 20 of the soil be arranged on canal dike face and is arranged on native husky separation layer 20; Ecological dike face fixed bed 30 comprises skeleton frame 31 and is arranged on the greening type layer of concrete 32 in skeleton frame 31.Wherein, native husky separation layer 20 is non-woven geotextile; Also be provided with benzene plate 33 in skeleton frame 31, benzene plate 33 is positioned at below greening type layer of concrete 32.
Further, skeleton frame 31 comprises corner precast concrete rectangular slab 310, intermediate prefabricated concrete rectangular plate 311 and middle limit precast concrete rectangular slab 312, wherein, referring to Fig. 3, corner precast concrete rectangular slab 310 comprises the long limit 3100 and the first minor face 3101 that are parallel to each other, second minor face 3102, 3rd minor face 3103, article two, long limit 3100 Length discrepancy, the left end on long with two the respectively limit 3100 that the two ends of the first minor face 3101 are corresponding is connected, and angle is 45 degree formed by the first minor face 3101 to longer long limit, the length of the second minor face 3102 is the half of the spacing on two long limits 3100, second minor face 3102 is connected with the right-hand member on longer long limit 3100, and the second minor face 3102 is vertical with longer long limit 3100, one end of 3rd minor face 3103 is connected with the right-hand member on shorter long limit 3100, the other end of the 3rd minor face 3103 is connected with the other end of the second minor face 3102, the angle of the 3rd minor face 3103 to the second minor face 3102 is 135 degree, referring to Fig. 4, intermediate prefabricated concrete rectangular plate 311 comprises the long limit 3110 and the first minor face 3111 that are parallel to each other, second minor face 3112, 3rd minor face 3113, 4th minor face 3114, article two, long limit 3110 is isometric, one end of first minor face 3111 is connected with one end of the second minor face 3112, the other end of the first minor face 3111 and corresponding being connected with the left end on two long limits 31110 of other end difference of the second minor face 3112, formed by first minor face 3111 to the second minor face 3112, angle is 90 degree, one end of 3rd minor face 3113 is connected with one end of the 4th minor face 3114, the other end of the 3rd minor face 3113 and corresponding being connected with the right-hand member on two articles long limits 3110 of other end difference of the 4th minor face 3114, formed by 3rd minor face 3113 to the four minor face 3114, angle is 90 degree, referring to Fig. 5, middle limit precast concrete rectangular slab 312 comprises the long limit 3120 and the first minor face 3121 that are parallel to each other, second minor face 3122, 3rd minor face 3123, 4th minor face 3124, article two, long limit 3120 Length discrepancy, one end of first minor face 3121 is connected with one end of the second minor face 3122, the other end of the first minor face 3121 and corresponding being connected with the left end on two long limits 3120 of other end difference of the second minor face 3122, formed by first minor face 3121 to the second minor face 3122, angle is 135 degree, first minor face 3121 is vertical with longer long limit 3120, one end of 3rd minor face 3123 is connected with one end of the 4th minor face 3124, the other end of the 3rd minor face 3123 and corresponding being connected with the right-hand member on two articles long limits 3120 of other end difference of the 4th minor face 3124, formed by 3rd minor face 3123 to the four minor face 3124, angle is 135 degree, 3rd minor face 3123 is vertical with longer long limit 3120.In the present embodiment, angle precast concrete rectangular slab 310, the thickness of intermediate prefabricated concrete rectangular plate 311 and middle limit precast concrete rectangular slab 312 is according to the actual requirement setting of construction, corner precast concrete rectangular slab 310, the skeleton frame 31 forming and comprise six square frames is abutted between intermediate prefabricated concrete rectangular plate 311 and middle limit precast concrete rectangular slab 312, specifically: skeleton frame 31 comprises eight corner precast concrete rectangular slabs 310, two intermediate prefabricated concrete rectangular plates 311 and seven middle limit precast concrete rectangular slabs 312, 45 degree of end docking of every two the corner precast concrete rectangular slabs 310 in eight corner precast concrete rectangular slabs 310 form the corner of skeleton frame 31, wherein, vertical direction and two the corner precast concrete rectangular slabs 310 be positioned on straight line dock to form the minor face of skeleton frame 31, and two precast concrete rectangular slabs 311 dock the angle of rear formation 90 degree, horizontal direction and connect a middle limit precast concrete rectangular slab 312 between two corner precast concrete rectangular slabs 310 on straight line to form the long limit of skeleton frame 31, middle limit precast concrete rectangular slab 312 forms the angle of 90 degree with each corner precast concrete rectangular slab 310 docked, in the framework that being arranged on of seven intermediate prefabricated concrete rectangular plate 311 correspondences is made up of corner precast concrete rectangular slab 310, middle limit precast concrete rectangular slab 312.
The husky separation layer 20 of soil of above-mentioned channel ecological revetment 10 is arranged on the canal dike of channel on the surface, so prevents the soil particle in canal dike from outflowing with water and causes subsiding of ecological dike face fixed bed 30; Further, ecological dike face fixed bed 30 is arranged on native husky separation layer 20, and the skeleton frame 31 of ecological dike face fixed bed 30 strengthens the stability of ecological dike face fixed bed 30, and the growth that greening type layer of concrete 32 is plant simultaneously provides applicable moisture and space condition.
Claims (4)
1. a channel ecological revetment, this channel ecological revetment is arranged on the canal dike of channel, it is characterized in that: the ecological dike face fixed bed that this channel ecological revetment comprises the husky separation layer of the soil be arranged on canal dike face and is arranged on native husky separation layer, ecological dike face fixed bed comprises skeleton frame and is arranged on the greening type layer of concrete in skeleton frame.
2. channel ecological revetment according to claim 1, it is characterized in that: be also provided with benzene plate in skeleton frame, benzene plate is positioned at below greening type layer of concrete.
3. channel ecological revetment according to claim 1, is characterized in that: native husky separation layer is non-woven geotextile.
4. channel ecological revetment according to claim 1, it is characterized in that: skeleton frame comprises corner precast concrete rectangular slab, middle limit precast concrete rectangular slab and intermediate prefabricated concrete rectangular plate, corner precast concrete rectangular slab, formation skeleton frame is abutted between middle limit precast concrete rectangular slab and intermediate prefabricated concrete rectangular plate, wherein, corner precast concrete rectangular slab comprises the long limit and the first minor face that are parallel to each other, second minor face, 3rd minor face, article two, long limit Length discrepancy, corresponding being connected with the left end on two long limits respectively in two ends of the first minor face, and angle is 45 degree formed by the first minor face to longer long limit, the length of the second minor face is the half of the spacing on two long limits, second minor face is connected with the right-hand member on longer long limit, and the second minor face is vertical with longer long limit, one end of 3rd minor face is connected with the right-hand member on shorter long limit, the other end of the 3rd minor face is connected with the other end of the second minor face, 3rd minor face is 135 degree to the angle of the second minor face, intermediate prefabricated concrete rectangular plate comprises the long limit and the first minor face that are parallel to each other, second minor face, 3rd minor face, 4th minor face, article two, long limit is isometric, one end of first minor face is connected with one end of the second minor face, the other end of the first minor face and corresponding being connected with the left end on two long limits of other end difference of the second minor face, formed by first minor face to the second minor face, angle is 90 degree, one end of 3rd minor face is connected with one end of the 4th minor face, the other end of the 3rd minor face and corresponding being connected with the right-hand member on two articles of long limits of other end difference of the 4th minor face, formed by 3rd minor face to the 4th minor face, angle is 90 degree, middle limit precast concrete rectangular slab comprises the long limit and the first minor face that are parallel to each other, second minor face, 3rd minor face, 4th minor face, article two, long limit Length discrepancy, one end of first minor face is connected with one end of the second minor face, the other end of the first minor face and corresponding being connected with the left end on two long limits of other end difference of the second minor face, formed by first minor face to the second minor face, angle is 135 degree, first minor face is vertical with longer long limit, one end of 3rd minor face is connected with one end of the 4th minor face, the other end of the 3rd minor face and corresponding being connected with the right-hand member on two articles of long limits of other end difference of the 4th minor face, formed by 3rd minor face to the 4th minor face, angle is 135 degree, 3rd minor face is vertical with longer long limit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420800803.0U CN204326007U (en) | 2014-12-18 | 2014-12-18 | Channel ecological revetment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420800803.0U CN204326007U (en) | 2014-12-18 | 2014-12-18 | Channel ecological revetment |
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| Publication Number | Publication Date |
|---|---|
| CN204326007U true CN204326007U (en) | 2015-05-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420800803.0U Expired - Fee Related CN204326007U (en) | 2014-12-18 | 2014-12-18 | Channel ecological revetment |
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| CN (1) | CN204326007U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115053788A (en) * | 2022-07-18 | 2022-09-16 | 唐山中地地质工程有限公司 | High and steep slope reinforcement greening device and method |
-
2014
- 2014-12-18 CN CN201420800803.0U patent/CN204326007U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115053788A (en) * | 2022-07-18 | 2022-09-16 | 唐山中地地质工程有限公司 | High and steep slope reinforcement greening device and method |
| CN115053788B (en) * | 2022-07-18 | 2023-08-01 | 唐山中地地质工程有限公司 | High-steep side slope reinforcement greening device and high-steep side slope reinforcement greening method |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150513 Termination date: 20151218 |
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| EXPY | Termination of patent right or utility model |