CN215482719U - Ecological environmental protection river course shore protection structure - Google Patents
Ecological environmental protection river course shore protection structure Download PDFInfo
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- CN215482719U CN215482719U CN202121238321.7U CN202121238321U CN215482719U CN 215482719 U CN215482719 U CN 215482719U CN 202121238321 U CN202121238321 U CN 202121238321U CN 215482719 U CN215482719 U CN 215482719U
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- 230000007613 environmental effect Effects 0.000 title claims abstract description 10
- 239000004567 concrete Substances 0.000 claims abstract description 71
- 239000002689 soil Substances 0.000 claims abstract description 58
- 230000000087 stabilizing effect Effects 0.000 claims description 41
- 239000011150 reinforced concrete Substances 0.000 claims description 28
- 241001464837 Viridiplantae Species 0.000 claims description 7
- 230000000694 effects Effects 0.000 abstract description 3
- 230000010354 integration Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 2
- 239000002245 particle Substances 0.000 abstract description 2
- 239000011148 porous material Substances 0.000 abstract description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 9
- 230000008635 plant growth Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000012010 growth Effects 0.000 description 2
- 230000035764 nutrition Effects 0.000 description 2
- 235000016709 nutrition Nutrition 0.000 description 2
- 239000003513 alkali Substances 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model relates to an ecological environmental protection river course shore protection structure relates to the field of river course shore protection technique, and it includes plain soil district and ecological zone, and plain soil district and ecological zone are bordered, and the ecological zone is located the river course shore protection and is close to river one side, and the ecological zone includes ecological concrete layer, and ecological concrete layer lays on the soil of original river course shore protection, and ecological concrete layer is used for planting green planting. This application has ecological concrete layer as the partly of river course shore protection, because ecological concrete layer main part regards as the supporting framework with specific particle diameter aggregate, and has certain pore structure, consequently can realize the effect of safety protection and ecological greening integration under suitable condition.
Description
Technical Field
The application relates to the field of river bank protection technology, in particular to an ecological environment-friendly river bank protection structure.
Background
The river course revetment is to plant plants on the original river bank to prevent water and soil loss of the original river bank; or laying masonry blocks to improve the erosion resistance of the river bank.
Among the relevant art, chinese application with application number CN201922342126.8 discloses a dry masonry structure river bank protection, including the water, the both sides of water all are equipped with dry masonry dam body, are equipped with the slip subassembly on the dry masonry dam body, are connected with the filter screen that is used for collecting river course surface rubbish between the slip subassembly of two sets of relative settings. The dry masonry dam body can keep the soil and water on both sides of the river channel, and workers can use the sliding assembly and the filter screen to clear away river channel garbage daily.
In view of the above-mentioned related technologies, the inventor believes that there is a problem that the survival rate of vegetation is low when vegetation is planted on the surface of a dry rock dam.
SUMMERY OF THE UTILITY MODEL
In order to improve the problem that the vegetation was planted to be difficult to carry out on dry masonry dam body surface, this application provides an ecological environmental protection river course revetment structure.
The application provides a pair of ecological environmental protection river course shore protection structure adopts following technical scheme:
the utility model provides an ecological environmental protection river course shore protection structure, includes plain soil district and ecological zone, and plain soil district and ecological zone are bordered, and the ecological zone is located the river course shore protection and is close to river one side, and the ecological zone is including the ecological concrete layer that the slope was laid, and ecological concrete layer lays on the soil of original river course shore protection, and ecological concrete layer is used for planting green planting.
By adopting the technical scheme, the firmness of the revetment is maintained better due to the high strength of the ecological concrete layer main body; because the porous structure is provided, conditions can be provided for the penetrating growth of plants; because the planting concrete has low alkalinity, a low-alkali environment can be created for plants, and the method is suitable for plant growth; therefore, the ecological concrete layer is paved on the slope, and the integration of safety protection and ecological greening can be realized under proper conditions.
Optionally, the ecological region further comprises a planting soil layer, and the planting soil layer is laid on the upper layer of the ecological concrete layer.
By adopting the technical scheme, the planting soil layer has good physical and chemical properties, loose structure, ventilation, strong water and fertilizer retention capacity and is soil suitable for plant growth, so that the laying of the planting soil layer ensures that the vegetation can also absorb the nutrition in the planting soil layer on the basis of the growth on the ecological concrete layer, and the environment for plant growth is better and the stability is better.
Optionally, ecological concrete layer is close to river course one side level and is provided with firm platform, and firm platform one side borders on ecological concrete layer, and another side extends in the river course.
Through adopting above-mentioned technical scheme, because firm platform sets up and is close to river course one side at ecological concrete layer, and ecological concrete layer lays for the slope, consequently firm platform is in ecological concrete layer's below, play the supporting role for ecological concrete layer, make ecological concrete layer, lay the planting soil layer above it and green stability of planting all higher, the ecological concrete layer of higher stability not only can maintain the stability of shore protection, the planting of green planting also accords with ecological environmental protection's theory.
Optionally, a greening concrete layer is paved on the stabilizing platform and used for planting green plants.
Through adopting above-mentioned technical scheme, firm the planting of laying and the vegetation of the bench afforestation concrete layer for under the prerequisite that does not influence river course revetment stability, the vegetation area of whole river course revetment is enlarged, accords with ecological environmental protection's theory.
Optionally, a stabilizing assembly is arranged below the stabilizing platform and comprises a reinforced concrete precast pile and a fixed planting timber pile, the reinforced concrete precast pile is vertically arranged on one side, close to the ecological concrete layer, of the stabilizing platform, the top end of the reinforced concrete precast pile is fixedly connected with the stabilizing platform, and the bottom end of the reinforced concrete precast pile is inserted into soil at the bottom of the river channel; the vertical setting of field planting stake is in the ecological concrete layer one side of keeping away from of firm platform, and top and firm platform fixed connection, and the bottom inserts in the soil of river course bottom.
Through adopting above-mentioned technical scheme, the setting of subassembly that stabilizes for reinforced concrete precast pile and field planting stake come the support simultaneously and stabilize the platform, and reinforced concrete precast pile and field planting stake are located the both sides of the below of stabilizing the platform respectively, consequently, it is all better to the support equilibrium and the steadiness that maintain the platform that stabilizes, thereby indirectly maintain ecological concrete layer and be located the stability of the green planting in its top, make the river course shore protection can also realize the afforestation when guaranteeing safety protection.
Optionally, the length of the fixed planting timber pile is longer than that of the reinforced concrete precast pile.
Through adopting above-mentioned technical scheme, because the field planting stake is close to the river course inboard, and is close to river course center department more, and the soil of river course below is soft degree more high, therefore the longer field planting stake of length can insert the soil of river course bottom deeply, has better effect to the stability that maintains firm platform.
Optionally, the ecological concrete layer includes a plurality of ladder layers, and a plurality of ladder layers are close to arranging, and adjacent ladder layer has the same difference in height.
By adopting the technical scheme, the inclined ecological concrete layer is unbalanced in downward gravity and upward supporting force, so that the self stability is low; but arrange into a plurality of ladder layers with ecological concrete layer, the decurrent gravity and the ascending holding power on same vertical line of ladder layer, and the atress is balanced, therefore the ecological concrete layer on ladder layer is higher than the ecological concrete layer stability of slope form.
Optionally, every the ladder layer comprises a plurality of ecological blocks, and adjacent ecological block is adjacent arranges, and the ecological block top surface is the curved surface, and the middle part is higher than both sides.
By adopting the technical scheme, the spherical shape can be regarded as the combination of a plurality of arches, the force can be uniformly dispersed to the periphery when any place of the spherical shape is stressed, the characteristics of the spherical shape are the same as the characteristics of the arched shape under stress, and the spherical shape is firmer, so that the arched ecological block is firmer, and the stability of the vegetation planted above the ecological block is higher.
In summary, the present application includes at least one of the following beneficial technical effects:
the ecological concrete layer is arranged, and the ecological concrete layer main body takes the aggregate with specific particle size as a supporting framework and has a certain pore structure, so that the integration of safety protection and ecological greening can be realized under proper conditions;
the planting soil layer is laid, so that nutrition in the planting soil layer can be absorbed on the basis of growth on the ecological concrete layer, the plant growth environment is better, and the stability is better;
the setting of firm platform plays the supporting role for ecological concrete layer, the planting soil layer of laying above it all is higher with the stability of green planting.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
FIG. 2 is a schematic view of the structure intended to show the stabilizing assembly;
fig. 3 is a partially enlarged schematic view at a in fig. 2.
Description of reference numerals: 1. a plain soil region; 2. an ecological area; 21. an ecological concrete layer; 211. a step layer; 2111. ecological blocks; 22. planting a soil layer; 3. a stabilizing table; 31. greening a concrete layer; 4. a stabilizing assembly; 41. prefabricating a pile by using reinforced concrete; 411. pile caps; 42. and (6) planting the wood piles.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses ecological environmental protection river course shore protection structure. Referring to fig. 1, the ecological and environment-friendly river bank protection structure comprises a plain soil area 1, an ecological area 2 and a stabilizing platform 3, wherein the plain soil area 1, the ecological area 2 and the stabilizing platform 3 are sequentially close to the edge of a river channel from the edge far away from the edge of the river channel, the plain soil area 1 and the ecological area 2 are both obliquely laid, and the plain soil area 1 is positioned on one side of the ecological area 2, which is far away from the stabilizing platform 3, and is bordered with the ecological area 2; the stabilizing platform 3 is laid on the sludge of the river channel, and one side of the stabilizing platform is bordered with the ecological area 2.
When the river channel revetment is built, firstly, an ecological region 2 is built on soil of an original river channel revetment, the ecological region 2 is built on an inclined slope of the original river channel revetment close to one side of river water, then a stabilizing platform 3 is built, the stabilizing platform 3 is laid on the soil of the bottom of the river channel, and the stabilizing platform 3 is fixedly connected with the ecological region 2 close to one side of the river water by utilizing concrete.
Referring to fig. 2, the plain soil area 1 is formed by laying plain soil, and the plain soil area 1 is inclined towards the side far away from the river channel. The inclination angle of the ecological area 2 is consistent with that of the plain soil area 1, the ecological area 2 comprises an ecological concrete layer 21 and a planting soil layer 22, the ecological concrete layer 21 is laid on original soil of a river bank protection, the ecological concrete layer 21 comprises a plurality of step layers 211, the step layers 211 are arranged in a close manner, the height of the step layer 211 far away from the stabilizing table 3 is higher than that of the step layer 211 close to the stabilizing table 3, height differences exist between every two adjacent step layers 211, and the height differences are equal; each step layer 211 is composed of a plurality of ecological blocks 2111, the cross sections of the ecological blocks 2111 are rectangular, the longitudinal sections of the ecological blocks 2111 are arched, and the adjacent ecological blocks 2111 are arranged closely; the planting soil layer 22 is laid on the ecological block 2111, and green plants are planted on the ecological concrete layer 21 and the planting soil layer 22.
When the ecological area 2 is laid, firstly, the ecological concrete layer 21 is laid in a step shape, then each step layer 211 is divided into a plurality of ecological blocks 2111 on each step-shaped ecological concrete layer 21, the ecological blocks 2111 are laid in an arch shape, after the ecological concrete layer 21 is laid, the planting soil layer 22 is laid above the ecological concrete layer 21 according to the shape of the ecological concrete layer 21, and after the ecological concrete layer 21, the planting soil layer 22 and the plain concrete area 1 are planted with green plants.
Referring to fig. 2, the stabilizing platform 3 is a rectangular plate-shaped structure, the stabilizing platform 3 is formed by stacking stone slabs, one side of the stabilizing platform 3 is bordered by a plurality of ecological blocks 2111, and the other side extends into river water; a greening concrete layer 31 is laid on the top surface of the stabilizing platform 3, and green plants are planted on the greening concrete layer 31.
Referring to fig. 2 and 3, a stabilizing assembly 4 is arranged below the stabilizing platform 3, the stabilizing assembly 4 comprises a reinforced concrete precast pile 41 and a fixed planting timber pile 42, the reinforced concrete precast pile 41 is cylindrical, the bottom end of the reinforced concrete precast pile is in a pointed shape, the reinforced concrete precast pile 41 is vertically arranged on one side, close to the ecological block 2111, of the stabilizing platform 3, the plurality of reinforced concrete precast piles 41 are arranged, and the plurality of reinforced concrete precast piles 41 are distributed at equal intervals; the top end of the reinforced concrete precast pile 41 is horizontally provided with a pile cap 411, the cross section of the pile cap 411 is circular, the pile cap 411 and the reinforced concrete precast pile 41 are integrally formed, the pile cap 411 and the stabilizing platform 3 are fixedly connected through a plurality of bolts, and the bottom end of the reinforced concrete precast pile 41 is inserted into soil at the bottom of a river channel.
Referring to fig. 2, field planting stake 42 is cylindricly, and the bottom is the spine form, the diameter of field planting stake 42 is less than the diameter of reinforced concrete precast pile 41, the height that highly is greater than reinforced concrete precast pile 41 of field planting stake 42, ecological block 2111 one side is kept away from at firm platform 3 to the vertical setting of field planting stake 42, and field planting stake 42 sets up to a plurality ofly, a plurality of field planting stakes 42 equidistant distribution, the field planting stake 42 top inserts in firm platform 3, and with 3 bolted connection of firm platform, field planting stake 42 bottom inserts in the soil of river course bottom.
After the plain soil area 1 and the ecological area 2 are laid, the reinforced concrete precast pile 41 and the planting timber pile 42 are inserted into soil at the bottom of the river channel, then the stabilizing platform 3 is laid above the soil of the river channel, the stabilizing platform 3 is just laid above the soil of the river channel, the stabilizing platform 3 is connected with the ecological blocks 2111 by using concrete, finally, the reinforced concrete precast pile 41, the planting timber pile 42 and the stabilizing platform 3 are fixedly connected by using bolts, then the greening concrete layer 31 is laid on the stabilizing platform 3, and green plants are planted on the greening concrete layer 31.
The implementation principle of the ecological and environment-friendly river bank protection structure in the embodiment of the application is as follows: when the river revetment is constructed, firstly, the ecological concrete layers 21 are laid on the soil of the original river revetment close to river water in a step shape, then each step layer 211 is divided into a plurality of arched ecological blocks 2111 on each step-shaped ecological concrete layer 21, and the planting soil layer 22 is laid above the ecological concrete layer 21 according to the shape of the ecological concrete layer 21; then inserting the reinforced concrete precast pile 41 and the fixed planting timber pile 42 into soil at the bottom of the river channel, just laying the stabilizing platform 3 above the river channel soil, and fixedly connecting the reinforced concrete precast pile 41, the fixed planting timber pile 42 and the stabilizing platform 3 through bolts; and finally planting green plants on the ecological concrete layer 21, the plain soil 1 and the greening concrete layer 31.
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 environmental protection river course shore protection structure which characterized in that: including plain soil district (1) and ecological region (2), plain soil district (1) and ecological region (2) are bordered, and ecological region (2) are located the river course shore protection and are close to river one side, and ecological region (2) are including slope ecological concrete layer (21) of laying, and ecological concrete layer (21) are laid on the soil of original river course shore protection, and ecological concrete layer (21) are used for planting green planting.
2. The ecological and environment-friendly river bank protection structure according to claim 1, wherein: the ecological region (2) further comprises a planting soil layer (22), and the planting soil layer (22) is laid on the upper layer of the ecological concrete layer (21).
3. The ecological and environment-friendly river bank protection structure according to claim 1, wherein: ecological concrete layer (21) are close to river course one side level and are provided with firm platform (3), and firm platform (3) one side borders on ecological concrete layer (21), and another side extends in the river course.
4. The ecological and environment-friendly river bank protection structure according to claim 3, wherein: and a greening concrete layer (31) is paved on the stabilizing platform (3), and the greening concrete layer (31) is used for planting green plants.
5. The ecological and environment-friendly river bank protection structure according to claim 3, wherein: a stabilizing assembly (4) is arranged below the stabilizing platform (3), the stabilizing assembly (4) comprises a reinforced concrete precast pile (41) and a fixed planting timber pile (42), the reinforced concrete precast pile (41) is vertically arranged on one side, close to the ecological concrete layer (21), of the stabilizing platform (3), the top end of the reinforced concrete precast pile is fixedly connected with the stabilizing platform (3), and the bottom end of the reinforced concrete precast pile is inserted into soil at the bottom of a river channel; the ecological concrete layer (21) one side is kept away from in firm platform (3) to the vertical setting of field planting stake (42), and top and firm platform (3) fixed connection, and the bottom inserts in the soil of river course bottom.
6. The ecological and environment-friendly river bank protection structure according to claim 5, wherein: the length of the fixed planting timber pile (42) is longer than that of the reinforced concrete precast pile (41).
7. The ecological and environment-friendly river bank protection structure according to claim 1, wherein: ecological concrete layer (21) include a plurality of ladder layers (211), and a plurality of ladder layers (211) are adjacent arranges, and adjacent ladder layer (211) have the same difference in height.
8. The ecological and environment-friendly river bank protection structure according to claim 7, wherein: each ladder layer (211) comprises a plurality of ecological blocks (2111), adjacent ecological blocks (2111) are arranged side by side, the top surfaces of the ecological blocks (2111) are curved surfaces, and the middle portions of the ecological blocks are higher than the two sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121238321.7U CN215482719U (en) | 2021-06-03 | 2021-06-03 | Ecological environmental protection river course shore protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121238321.7U CN215482719U (en) | 2021-06-03 | 2021-06-03 | Ecological environmental protection river course shore protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215482719U true CN215482719U (en) | 2022-01-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121238321.7U Expired - Fee Related CN215482719U (en) | 2021-06-03 | 2021-06-03 | Ecological environmental protection river course shore protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215482719U (en) |
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2021
- 2021-06-03 CN CN202121238321.7U patent/CN215482719U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220111 |