CN214993535U - Ecological bank protection in river course - Google Patents
Ecological bank protection in river course Download PDFInfo
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- CN214993535U CN214993535U CN202120730350.9U CN202120730350U CN214993535U CN 214993535 U CN214993535 U CN 214993535U CN 202120730350 U CN202120730350 U CN 202120730350U CN 214993535 U CN214993535 U CN 214993535U
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Abstract
The utility model relates to an ecological bank protection in river course relates to the technical field of river course protection, including the river course slope body, be provided with first concrete layer on the river course slope body, be provided with the prefabricated fender slope board that the polylith concatenation is in the same place on the first concrete layer, seted up on the prefabricated fender slope board and planted the groove, planted green planting on planting the groove. This application is through laying first concrete layer on the river course slope body, then lay prefabricated fender on the first concrete layer to this comes the prefabricated fender of concatenation polylith, and it has green planting to plant in advance on the prefabricated fender, thereby need not on-the-spot installation casting die and pour into a mould, has consequently shortened the engineering time of bank protection, has improved the efficiency of construction of bank protection.
Description
Technical Field
The application relates to the technical field of river course protection, especially, relate to an ecological bank protection in river course.
Background
The slope protection refers to a general term for various paving and planting on the slope surface to prevent the slope from being washed.
Among the correlation technique, can refer to the chinese utility model patent that the grant bulletin number is CN212103898U, it discloses a river course ecological bank protection, including two river course slopes, be provided with the slope protection board on the river course slopes, a plurality of planting hole has been seted up on the slope protection board, planting downthehole planting has the bank protection grass, be provided with the water storage box in the river course slopes, equal rigid coupling has a connecting pipe on the lateral wall that the water storage box in two river course slopes was each other oriented, the one end and the water storage box intercommunication of connecting pipe, the other end of connecting pipe is worn to establish into in the river course, the rigid coupling has the water service pipe on the water storage box, the bottom and the water storage box intercommunication of water service pipe, be provided with the suction pump in the water storage box, the delivery port and the water service pipe intercommunication of suction pump, the top rigid coupling of water service pipe has the drain pipe, the one end and the water service pipe intercommunication of drain pipe, the other end of drain pipe is towards the slope protection board. Through set up water storage tank and suction pump in the river course slope, make it have the advantage that can utilize the water in the river course to irrigate the vegetation on the river course slope.
With respect to the related art among the above, the inventors consider that the following drawbacks exist: the slope protection plate is formed by casting concrete in general, and planting holes need to be formed, so that complex casting molds need to be installed on site to complete pouring, and then green plants are planted, so that more time can be spent in the construction process of slope protection, and the construction efficiency of the slope protection is reduced.
SUMMERY OF THE UTILITY MODEL
In order to improve the efficiency of construction of bank protection, this application provides an ecological bank protection in river course.
The application provides a pair of ecological bank protection in river course adopts following technical scheme:
the utility model provides an ecological bank protection in river course, includes the river course slope body, be provided with first concrete layer on the river course slope body, be provided with the prefabricated fender that the polylith concatenation is in the same place on the first concrete layer, the planting groove has been seted up on the prefabricated fender, it has green planting to plant on the groove.
Through adopting above-mentioned technical scheme, lay first concrete layer on the river course slope body, then lay prefabricated fender on first concrete layer, continue to lay next prefabricated fender after that to splice polylith prefabricated fender with this, and it has green planting to plant in advance on the prefabricated fender, thereby need not on-the-spot installation casting die and pour into a mould, consequently shortened the engineering time of bank protection, improved the efficiency of construction of bank protection.
Optionally, two side walls of the prefabricated slope protection plate opposite to each other are respectively provided with an insertion block and an insertion groove in insertion fit with the insertion block.
By adopting the technical scheme, the inserting block on one prefabricated slope protection plate is inserted and installed on the inserting groove of the previous prefabricated slope protection plate so as to position the prefabricated slope protection plate, so that the convenience in installing the prefabricated slope protection plate is improved, the time for installing the prefabricated slope protection plate is shortened, and the construction efficiency of slope protection is improved; meanwhile, the fixing effect of the prefabricated slope protection plate after installation is improved, and the stability of the prefabricated slope protection plate is improved.
Optionally, be provided with the supporting network on planting the groove, the space of depositing water that the rainwater was deposited is formed between supporting network and the planting groove tank bottom, it is provided with the loam layer just to be located on keeping away from on the supporting network and depositing water space one side, green planting is planted on the loam layer.
Through adopting above-mentioned technical scheme, during the rainy day, the rainwater can flow through dirt bed and deposit the space of depositing water, has reduced green probability of planting because of lacking water and dying, has improved the survival rate of green planting, has improved green planting and has planted the protecting effect to the river course, has improved the protecting effect of bank protection to the river course.
Optionally, a water inlet communicated with the water storage space is formed in the upper surface of the prefabricated slope protection plate, water passing grooves communicated with the upper surface and the lower surface of the prefabricated slope protection plate are formed in the two side walls, back to back, of the prefabricated slope protection plate, and the water passing grooves are communicated with the water inlet.
Through adopting above-mentioned technical scheme, rainwater accessible inlet opening gets into to deposit and stores in the water space, and rainwater accessible water service trough gets into the water space of depositing on the prefabricated slope protection board that is located the below simultaneously, then is absorbed by green planting in the rainwater gets into the dirt bed to this has further improved the life-span of surviving of green planting, has improved the protective effect of bank protection to the river course.
Optionally, a second concrete layer for fixing the prefabricated slope protection plates is arranged on the first concrete layer, a collecting tank for collecting rainwater is arranged on the river slope body, and the rainwater in the collecting tank flows into the water inlet hole.
By adopting the technical scheme, the second concrete layer positions the prefabricated slope protection plates, so that the stability of the whole prefabricated slope protection plate is improved, the stability of the slope protection is improved, and the protection effect of the slope protection on a river channel is improved; and the collecting vat is collected the rainwater, then the rainwater of collecting gets into through the inlet opening and deposits in the water space to the survival rate of green planting has been improved, the protective effect of bank protection to the river course has been improved.
Optionally, a water adding device is arranged on the river slope body, and the water adding device comprises;
the water pump is arranged on the river slope body;
the inlet tube, the inlet tube sets up on the water pump and is connected with the collecting vat.
In dry seasons, the rainwater is less, so that the survival rate of green plants is reduced, and the protection effect of the revetment on the river channel is reduced;
through adopting above-mentioned technical scheme, in the arid season, the water pump starts, and the rivers get into the collecting vat through the inlet tube, then in the collecting vat rivers got into storage space through the limbers to this has improved the survival rate of green planting, has improved the protective effect of bank protection to the river course.
Optionally, a filter screen is arranged at the joint of the water inlet pipe and the collecting tank.
Through adopting above-mentioned technical scheme, the filter screen blocks impurity, has reduced the probability that impurity gets into the water pump along with the rivers of backward flow when the water pump is shut down, has improved the life of water pump.
Optionally, the insertion block is provided with a guide angle which is convenient for insertion and installation on the insertion groove.
Through adopting above-mentioned technical scheme, the angle of guidance is gone up to the inserting groove at the grafting piece grafting installation and is led, has improved the efficiency of installation prefabricated slope protection board, has improved the efficiency of construction of bank protection.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the first concrete layer is laid on the river slope body, and then the prefabricated slope protection plates are laid on the first concrete layer, so that the prefabricated slope protection plates are spliced, green plants are planted on the prefabricated slope protection plates in advance, and a pouring mold does not need to be installed on site for pouring, so that the construction time of slope protection is shortened, and the construction efficiency of slope protection is improved;
2. the prefabricated slope protection plate is positioned by the insertion matching of the insertion block and the insertion groove, so that the convenience in mounting the prefabricated slope protection plate is improved, the time for mounting the prefabricated slope protection plate is shortened, and the construction efficiency of slope protection is improved; meanwhile, the fixing effect of the prefabricated slope protection plate after installation is improved, and the stability of the prefabricated slope protection plate is improved;
3. rainwater enters the water storage space through the water inlet hole to be stored, and then enters the mud layer to be absorbed by green plants, so that the survival life of the green plants is further prolonged, and the protection effect of the revetment on the river channel is improved;
4. through in the arid season, the water pump starts, and the rivers get into the collecting vat through the inlet tube, then in the collecting vat rivers got into storage space through the limbers to this has improved the survival rate of green planting, has improved the protective effect of bank protection to the river course.
Drawings
FIG. 1 is a schematic perspective view of the present application;
FIG. 2 is a schematic cross-sectional view A-A of FIG. 1;
FIG. 3 is a schematic structural view of a prefabricated slope protection plate of the present application;
fig. 4 is a schematic cross-sectional view of B-B in fig. 3.
Reference numerals: 1. a river channel main body; 11. collecting tank; 12. a first concrete layer; 13. a second concrete layer; 15. connecting holes; 2. river slope body; 21. an inclined section; 22. a horizontal segment; 3. prefabricating a slope protection plate; 31. planting grooves; 32. a water inlet hole; 33. a water trough; 34. a support net; 35. a water storage space; 36. a layer of clay; 37. planting green; 41. an insertion block; 42. inserting grooves; 43. a guide angle; 5. a water adding device; 51. a water pump; 52. a water inlet pipe; 53. and (4) a filter screen.
Detailed Description
The present application is described in further detail below with reference to figures 1-4.
The embodiment of the application discloses ecological bank protection in river course.
Referring to fig. 1, the ecological bank protection in river course includes river course main part 1, sets up the river course slope body 2 on river course main part 1 upper surface, and the river course slope body 2 includes the ascending slope section 21 of slope and is located the horizontal segment 22 on the 21 tops of slope section.
Referring to fig. 1 and 2, a semicircular arc-shaped collecting groove 11 is formed in the horizontal section 22, the collecting groove 11 is located at one side close to the inclined section 21, a connecting hole 15 communicated with the inclined section 21 is formed in the collecting groove 11, the collecting groove 11 is used for collecting rainwater, and the rainwater flows onto the inclined section 21 through the connecting hole 15; the first concrete layer 12 is arranged on the inclined section 21, the first concrete layer 12 is parallel to the plane of the inclined section 21, and the first concrete layer 12 is formed by pouring concrete.
Referring to fig. 1 and 3, a plurality of prefabricated slope protection plates 3 spliced together are arranged on a first concrete layer 12, and the prefabricated slope protection plates 3 are fixed through the first concrete layer 12; the plane of the prefabricated slope protection plate 3, which is in contact with the first concrete layer 12, is parallel to the plane of the first concrete layer 12; the prefabricated slope protection plate 3 is in a square shape, and a square planting groove 31 is formed in the side wall of the prefabricated slope protection plate 3, which is far away from the first concrete layer 12.
Referring to fig. 3 and 4, the upper surface of the prefabricated slope protection plate 3 is provided with a water inlet 32 communicated with the planting groove 31; the prefabricated slope protection plate 3 is provided with water through grooves 33 on two opposite side walls, the water through grooves 33 are communicated with the upper surface and the lower surface of the prefabricated slope protection plate 3, and meanwhile two ends of the water inlet hole 32 are respectively communicated with the two water through grooves 33.
Referring to fig. 3 and 4, a supporting net 34 is fixedly installed on the inner side wall of the planting groove 31, the supporting net 34 is respectively contacted with the four side walls of the planting groove 31, water passing holes for water to pass through are uniformly distributed on the supporting net 34, and a water storage space 35 for storing rainwater is formed between the supporting net 34 and the side wall of the bottom of the planting groove 31.
Referring to fig. 3 and 4, a soil layer 36 is arranged on the supporting net 34 and on the side far away from the water storage space 35, and the soil layer 36 is added into the planting groove 31 by using soil, and the soil is formed by abutting against four side walls of the planting groove 31; the earth layer 36 is planted with green plants 37, rainwater in the water storage space 35 enters the earth layer 36 through water passing holes, and the green plants 37 absorb the rainwater in the earth layer 36.
Referring to fig. 1 and 3, trapezoidal insertion blocks 41 are integrally arranged on two adjacent side walls of the prefabricated slope protection plate 3, insertion grooves 42 which are in insertion fit with the insertion blocks 41 are formed in the other two adjacent side walls of the prefabricated slope protection plate 3, and the insertion blocks 41 and the insertion grooves 42 are both positioned on one side, away from the first concrete layer 12, of the water inlet hole 32 and the water through groove 33; with one of the plug blocks 41 being located on the lower surface of the prefabricated ramp plate 3 and one of the plug grooves 42 being located on the upper surface of the prefabricated ramp plate 3.
Referring to fig. 1 and 3, guide angles 43 are respectively formed at one end of the insertion block 41 close to the first concrete layer 12 and one end of the insertion groove 42 far away from the first concrete layer 12, and the guide angles 43 guide when the insertion block 41 is inserted into the insertion groove 42. On 12 and be located prefabricated fender 3 both sides of polylith and all be provided with second concrete layer 13 on the first concrete layer, and second concrete layer 13 is formed by concrete placement, and second concrete layer 13 top flushes with the prefabricated fender 3 upper surface that is located the highest place simultaneously, and 13 bottoms of second concrete layer flushes with the prefabricated fender 3 lower surface that is located the lowest.
Referring to fig. 1 and 2, a water adding device 5 is arranged on a river slope body 2, the water adding device 5 comprises a water pump 51 and a water inlet pipe 52, and the water pump 51 is fixedly arranged on the upper surface of a river main body 1; the water inlet pipe 52 is fixedly arranged on the water pump 51, and the water inlet pipe 52 penetrates through the first concrete layer 12 and the inclined section 21 and is communicated with the collecting tank 11; a filter screen 53 is fixedly arranged at the joint of the water inlet pipe 52 and the collecting tank 11.
The working principle of the embodiment of the application is as follows:
tiling a layer of concrete layer on slope section 21 and forming first concrete layer 12, then place prefabricated fender 3 on first concrete layer 12, then with the cooperation of pegging graft 41 on the prefabricated fender 3 of back and the grafting groove 42 on the prefabricated fender 3 of preceding piece, consequently first concrete layer 12 is fixed prefabricated fender 3, it is in the same place two piece adjacent prefabricated fender 3 fixed connection with the grafting groove 42 cooperation to peg graft and install prefabricated fender 3 of polylith, at last at the both sides of prefabricated fender 3 of polylith concrete formation second concrete layer 13, second concrete layer 13 is fixed prefabricated fender 3 of polylith, thereby it pours to need not the on-the-spot installation casting die, consequently, the engineering time of bank protection has been shortened, the efficiency of construction of bank protection has been improved.
In rainy days, rainwater flows into the collecting groove 11 to be collected, flows onto the inclined section 21 through the connecting hole 15, then enters the water storage space 35 through the water inlet hole 32, flows into the water inlet hole 32 on the prefabricated slope protection plate 3 positioned below through the water passing groove 33, and then flows into the water storage space 35 on the prefabricated slope protection plate 3 positioned below, so that the rainwater enters the soil layer 36, and the rainwater can be absorbed by the green plants 37; and arid season, water pump 51 starts, and rivers in the river course main part 1 get into in the collecting vat 11, then rivers can get into and deposit water space 35 to this comes to green 37 moisture of planting that provide, thereby has improved the survival rate of green 37 of planting, has improved the protective effect of bank protection to the river course.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides an ecological bank protection in river course, includes river course slope body (2), its characterized in that: be provided with first concrete layer (12) on river course slope body (2), be provided with prefabricated slope protection plate (3) that the polylith concatenation is in the same place on first concrete layer (12), planting groove (31) have been seted up on prefabricated slope protection plate (3), it plants green planting (37) on planting groove (31).
2. The ecological bank protection of river course of claim 1, characterized in that: and the two opposite side walls of the prefabricated slope protection plate (3) are respectively provided with an insertion block (41) and an insertion groove (42) which is in insertion fit with the insertion block (41).
3. The ecological bank protection of river course of claim 1, characterized in that: the planting device is characterized in that a supporting net (34) is arranged on the planting groove (31), a water storage space (35) for storing rainwater is formed between the supporting net (34) and the bottom of the planting groove (31), a soil layer (36) is arranged on one side, away from the water storage space (35), of the supporting net (34), and green plants (37) are planted on the soil layer (36).
4. The ecological bank protection of river course of claim 3, characterized in that: be provided with inlet opening (32) with depositing water space (35) intercommunication on prefabricated fender (3) upper surface, just water trough (33) with prefabricated fender (3) upper and lower two surface intercommunication are all seted up on the both sides wall that prefabricated fender (3) carried on the back mutually, water trough (33) and inlet opening (32) intercommunication.
5. The ecological bank protection of river course of claim 4, characterized in that: the prefabricated slope protection plate is characterized in that a second concrete layer (13) for fixing the prefabricated slope protection plates (3) is arranged on the first concrete layer (12), a collecting groove (11) for collecting rainwater is formed in the river channel slope body (2), and the rainwater flows into the water inlet hole (32) in the collecting groove (11).
6. The ecological bank protection of river course of claim 5, characterized in that: a water adding device (5) is arranged on the river channel slope body (2), and the water adding device (5) comprises;
the water pump (51), the said water pump (51) is set up on the river bank (2);
the water inlet pipe (52), the water inlet pipe (52) is arranged on the water pump (51) and is connected with the collecting tank (11).
7. The ecological bank protection of river course of claim 6, characterized in that: a filter screen (53) is arranged at the joint of the water inlet pipe (52) and the collecting tank (11).
8. The ecological bank protection of river course of claim 2, characterized in that: the insertion block (41) is provided with a guide angle (43) which is convenient for being inserted and installed on the insertion groove (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120730350.9U CN214993535U (en) | 2021-04-09 | 2021-04-09 | Ecological bank protection in river course |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120730350.9U CN214993535U (en) | 2021-04-09 | 2021-04-09 | Ecological bank protection in river course |
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| Publication Number | Publication Date |
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| CN214993535U true CN214993535U (en) | 2021-12-03 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120730350.9U Active CN214993535U (en) | 2021-04-09 | 2021-04-09 | Ecological bank protection in river course |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114606957A (en) * | 2022-03-05 | 2022-06-10 | 山东鲁道建设工程有限公司 | Railway slope prefabricated assembled post-cast framework slope protection structure and construction method thereof |
| CN114892601A (en) * | 2022-06-18 | 2022-08-12 | 江苏省交通工程集团有限公司 | Intelligent adjusting precast block concrete slope protection and efficient construction process |
| CN116623606A (en) * | 2023-05-22 | 2023-08-22 | 中际城市建设有限公司 | Hydraulic engineering assembled ecological slope protection |
-
2021
- 2021-04-09 CN CN202120730350.9U patent/CN214993535U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114606957A (en) * | 2022-03-05 | 2022-06-10 | 山东鲁道建设工程有限公司 | Railway slope prefabricated assembled post-cast framework slope protection structure and construction method thereof |
| CN114892601A (en) * | 2022-06-18 | 2022-08-12 | 江苏省交通工程集团有限公司 | Intelligent adjusting precast block concrete slope protection and efficient construction process |
| CN116623606A (en) * | 2023-05-22 | 2023-08-22 | 中际城市建设有限公司 | Hydraulic engineering assembled ecological slope protection |
| CN116623606B (en) * | 2023-05-22 | 2023-12-26 | 中际城市建设有限公司 | Hydraulic engineering assembled ecological slope protection |
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