CN220486362U - Recycled concrete block with double-cavity box structure and ecological revetment - Google Patents
Recycled concrete block with double-cavity box structure and ecological revetment Download PDFInfo
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- CN220486362U CN220486362U CN202321992332.3U CN202321992332U CN220486362U CN 220486362 U CN220486362 U CN 220486362U CN 202321992332 U CN202321992332 U CN 202321992332U CN 220486362 U CN220486362 U CN 220486362U
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 239000000945 filler Substances 0.000 claims description 8
- 230000009977 dual effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 21
- 239000002699 waste material Substances 0.000 abstract description 6
- 229910052799 carbon Inorganic materials 0.000 abstract description 2
- 238000004134 energy conservation Methods 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 abstract description 2
- 238000009417 prefabrication Methods 0.000 abstract description 2
- 230000009466 transformation Effects 0.000 abstract description 2
- 239000002689 soil Substances 0.000 description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 12
- 230000000694 effects Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 230000008635 plant growth Effects 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 239000011470 perforated brick Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
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Abstract
The utility model provides a two chamber frame case structure recycled concrete building blocks and ecological bank protection, belongs to hydraulic engineering field, characterized by: the building block is of a rectangular box structure, and a reinforcing rib is arranged in the middle of an inner cavity of the building block, so that the inner cavity of the building block forms a double cavity; the wall thickness of the side wall of the building block and the wall thickness of the reinforcing rib are thick at the bottom and thin at the top, and grooves and convex blocks are respectively arranged on the outer surface of the side wall of the building block at opposite positions. In the utility model, the building block is formed by integrally pouring recycled concrete, and has the advantages of waste utilization, energy conservation, easy demoulding and light weight. The utility model realizes the prefabrication and the on-site assembly of products, better improves the engineering quality and the construction efficiency, and eliminates the trouble of the limit of the construction period of the hydraulic engineering. The utility model has important significance for enriching the structural form of the river and lake revetment, serving for ecological river and lake treatment and exploring a low-carbon green transformation effective way of the river and lake revetment engineering technology.
Description
Technical Field
The utility model relates to the field of hydraulic engineering, in particular to a recycled concrete block with a double-cavity box structure and an ecological bank protection.
Background
The modern river bank protection engineering mostly adopts a masonry or concrete integral lining mode, and has the advantages of firm structure and higher stability, and does not influence river flood. However, along with the continuous reinforcement of the ideas of natural return and ecological restoration and the continuous emergence of landscape culture and hydrophilic culture, the river bank protection mode of stone or concrete integral lining can cause great losses in landscape and ecology. Therefore, the ecological revetment system is beginning to be paid attention.
At present, river ecological bank protection engineering is mostly lined by perforated bricks or perforated concrete members, but the ecological effect is not obvious, and soil is easy to be flushed by water flow through member holes in the revegetation process of a bank slope, so that water and soil loss is caused. In addition, the existing ecological bank protection building blocks are mostly of a single-cavity structure (with holes on the outer walls of the building blocks), so that the structural strength of the building blocks is guaranteed, the single-cavity ecological bank protection building blocks are constructed in a tiled mode, and therefore the river bank side slope is slow, and the occupied land is large. In addition, in the construction process of the single-cavity ecological bank protection building block, in order to increase structural integrity, the corner of the building block is set to be of a mortise and tenon structure, and accordingly the construction difficulty is increased.
In addition, ecological bank protection engineering is mostly river channel reconstruction engineering in cities, and the small-sized pond is basically designed for natural slopes due to inconvenient mechanical construction and small reconstruction engineering investment. However, natural side slopes are easily washed by water flow, so that water and soil loss is caused; meanwhile, the natural side slope gradient is generally slow, so that the estuary is wider, and the land occupation problem can be encountered in the process of reconstruction of the river and pond. The arrangement of the ecological bank protection engineering can properly improve the slope gradient, reduce the width of the estuary, reduce the occupation of the land and realize the ecological reconstruction of the pond.
Disclosure of Invention
The utility model aims at overcoming the defects of the existing ecological bank protection engineering and developing a recycled concrete block with a double-cavity box structure for ecological bank protection and an ecological bank protection built by using the block.
The technical scheme of the utility model is as follows:
the first object of the utility model is: when the building block is used for river channel ecological bank protection engineering, water and soil loss in the cavity of the building block is reduced, the strength of the building block structure is ensured, and the construction difficulty of the building block is reduced. The building block is of a rectangular box structure, and a reinforcing rib is arranged in the middle of an inner cavity of the building block, so that the inner cavity of the building block forms a double cavity; the wall thickness of the side wall of the building block and the wall thickness of the reinforcing rib are thick at the bottom and thin at the top, and grooves and convex blocks are respectively arranged on the outer surface of the side wall of the building block at opposite positions.
In the scheme, the inner cavity of the building block is vertically penetrated, recycled concrete is integrally cast and formed, and each part of structure is realized through a die design. Through set up the stiffening rib at building block inner chamber middle part, the stiffening rib is perpendicular to building block long limit and is arranged, divides into symmetrical two chambeies with the inner chamber partition of rectangle frame case, makes the building block when the lightweight, does not reduce structure bulk strength. Meanwhile, the double-cavity structure can be convenient for backfilling two kinds of fillers with different specific gravities, so that the building blocks can select the filler with the proper specific gravity according to the actual condition of the revetment, and the structural stability of the revetment masonry wall is ensured.
In order to facilitate demoulding of the block after pouring and hardening and remarkably reduce the damage of the prefabricated block, the utility model comprises the following steps: the outer surface and the inner surface of the side wall of the building block are respectively obliquely arranged from bottom to top, the wall thickness of the side wall of the building block and the wall thickness of the reinforcing rib are thick at the bottom and thin at the top, and the gradient of the outer surface is smaller than that of the inner surface.
In the scheme, through the design that the side wall of the building block and the reinforcing rib are thick, thin, large in inclination and small in outside, the building block is easy to demould after being hardened, the damage of the prefabricated building block is obviously reduced, the labor capacity of workers is saved, the production efficiency is improved, the light weight of the building block is realized, and the transportation and the construction are convenient. The inclination of the outer surface of the building block is smaller than that of the inner surface (the inner side is large and the outer side is small), a certain gap can be reserved between two adjacent building blocks, and the water accumulation of the revetment and the drainage of the soil moisture of the river bank are facilitated during heavy rain flushing.
In order to facilitate site construction and connection between building blocks, and stabilize the structure of the masonry revetment wall, the utility model comprises the following steps: the grooves and the protruding blocks are respectively arranged at the two long sides of the building block and correspond to the two ends of the reinforcing rib. The width of the groove and the width of the convex block are respectively gradually narrowed from bottom to top.
In the scheme, the left and right adjacent building blocks are locked and fixed through the grooves and the convex blocks during construction, so that the overall stability of the masonry revetment wall structure is improved. And the widths of the grooves and the convex blocks are gradually narrowed from bottom to top (along the length direction of the building block), so that the interlocking of the grooves and the convex blocks is facilitated, and the demoulding of the building block after pouring and hardening is also facilitated.
In order to facilitate the transportation of the building block and lead the stress on the corners of the building block to be even, the utility model comprises the following steps: the corners of the side walls of the building blocks are respectively arc chamfer angles, the arc chamfer angles at the connection positions of the grooves and the reinforcing ribs are larger than the arc angles of the arc chamfer angles at other positions, and the required thickness dimension of the structural strength is ensured.
In the scheme, the inner corners and the outer corners of the two cavities of the building block are all in the arc chamfer mode, so that the problem that the straight corners are easy to damage due to collision in the transportation and installation process is solved, and the artistic effect of the traditional right-angle building block is poor. The radian of the inner corner of the double-cavity at the joint of the groove and the reinforcing rib is larger than that of other inner and outer corners, so that the double-cavity structure is more stable and firm.
In order to further facilitate site construction and further facilitate stabilization between upper and lower layers of the building block, the utility model provides that: the upper end face of building block is equipped with the location tooth bank of evagination, the location tooth bank is arranged along building block length direction, and its length is less than the half of building block length, and is greater than the half of building block height, conveniently builds the steep bank protection that satisfies the regional stable in structure requirement of different soil.
In the scheme, the front edge of the bottom of the upper layer building block is connected with the heightened positioning tooth ridge of the lower layer building block for positioning during construction. The positioning tooth bank of the building block is convenient for positioning construction, the length of the positioning tooth bank can be adjusted according to the slope of the river pond revetment slope, each layer of positioning is convenient during construction, and meanwhile the integrity of the revetment structure is enhanced.
The second object of the utility model is: in order to properly improve slope gradient, reduce estuary width and reduce land occupation and realize ecological reconstruction of a river pond, the utility model provides an ecological bank protection which is formed by stacking and building the building blocks, and the long sides of the building blocks are arranged in the direction perpendicular to a river channel during construction. The upper layer building blocks and the lower layer building blocks are staggered in the direction perpendicular to the river channel, and the positioning teeth are utilized for positioning and stabilizing, so that the gravity center of the revetment structure moves backwards, and the stability of the revetment structure is enhanced; the upper layer of building blocks and the lower layer of building blocks are arranged in a staggered manner along the river channel direction, and meanwhile, the gap spacing between the building blocks can be shortened due to the arrangement of the short sides of the building blocks along the water flow direction, so that the drainage of the soil moisture of the river bank is facilitated.
In order to increase the stability of an ecological revetment structure and improve the landscape ecological environment of a revetment project, the utility model comprises the following steps: the double cavities of the building block are internally provided with fillers, and a filler area exposed to air in the building block is used as a vegetation surface.
In the scheme, according to the requirements of different soil and heights of a bank slope on the overall stability and the structural local stability of the bank protection project, the double-cavity backfilling construction waste or soil of the double-cavity frame box structure is selected, so that the bank protection project of the double-cavity frame box structure has planting conditions. The construction waste is filled into the water facing side cavity of the double-cavity box structure and the soil is backfilled into the soil facing side cavity, so that the inclination of the regenerated concrete block of the double-cavity box structure to the soil facing side is avoided, and the local stability of the revetment structure is improved; the porous construction waste and soil are beneficial to plant growth and improve the landscape ecological environment of the revetment engineering.
In the scheme, the water permeable geotextile is paved on the whole contact surface of the built revetment wall body structure and the river bank soil body so as to improve the drainage condition of the revetment soil moisture and prevent soil loss.
In the utility model, the building block is formed by integrally pouring recycled concrete, and has the advantages of waste utilization, energy conservation, easy demoulding and light weight. The utility model realizes the prefabrication and the on-site assembly of products, better improves the engineering quality and the construction efficiency, and eliminates the trouble of the limit of the construction period of the hydraulic engineering. The utility model has important significance for enriching the structural form of the river and lake revetment, serving for ecological river and lake treatment and exploring a low-carbon green transformation effective way of the river and lake revetment engineering technology.
Drawings
Figure 1 is a top view of a block of the present utility model;
FIG. 2 is a schematic view of the structure of section I-I in FIG. 1;
fig. 3 is a perspective view of a block according to the present utility model;
fig. 4 is a schematic view of a block stack according to the present utility model;
FIG. 5 is a diagram of the effect of the ecological bank protection masonry in the utility model;
in the figure: the river channel inner cross beam comprises an arc chamfer 1, an inner cavity 2, a reinforcing rib 3, a convex block 4, a positioning tooth ridge 5, a large-radius arc chamfer 6, a groove 7, a river channel inner cross beam 8, a concrete bottom plate 9, bank slope soil 10 and vegetation 11.
Detailed Description
The regenerated concrete building block with the double-cavity frame box structure is a rectangular frame box structure, each part of structure is realized through a mold design, and the regenerated concrete is integrally cast and molded.
As shown in fig. 1-3, the inner and outer corners of the frame box are all connected by arc chamfer 1, a reinforcing rib 3 is arranged in the middle of the inner cavity 2 of the frame box to divide the inner cavity of the frame box into symmetrical double cavities, a groove 7 and a convex block 4 are symmetrically arranged in the middle of the outer surface of the long side of the frame box, the inner corners of the groove are connected with the reinforcing rib through a large-radius arc chamfer 6 (namely, the arc chamfer at the joint of the groove and the reinforcing rib is larger than the arc chamfer at other positions), and a heightened positioning tooth bank 5 is arranged at the front part of the upper end of the frame box along the long side direction.
In one embodiment of the utility model, the wall thickness of the side walls of the block, and the wall thickness of the stiffening ribs are both lower thick and upper thin. In one embodiment of the present utility model, the width of the groove and the width of the bump are respectively narrowed from bottom to top. In one embodiment of the present utility model, the length of the positioning ridge is less than one half the length of the block and greater than one half the height of the block. And adjusting the size of the positioning gear ridge according to the actual condition of the bank protection abrupt slope.
In one embodiment of the utility model, as shown in fig. 5, the ecological bank protection is formed by stacking and building blocks, wherein the long sides of the blocks are arranged in the direction perpendicular to a river channel during construction, and the short sides of the blocks are arranged along the water flow direction; the upper and lower building blocks are arranged in a staggered manner in the direction perpendicular to the river channel, and are positioned stably by utilizing the positioning tooth bank, and the upper and lower building blocks are arranged in a staggered manner in the river channel direction.
In one example of the utility model, the water permeable geotextile is paved on the whole contact surface of the built revetment wall structure and the river bank soil body so as to improve the water discharge condition of the revetment soil and prevent soil loss.
In one embodiment of the utility model, the double cavities of the building block are internally provided with the filler, and the filler area exposed to air in the building block is used as a vegetation surface, so that according to actual conditions, the double cavities are filled with construction waste and/or soil, the stability of the revetment structure is improved, plant growth is facilitated, and the revetment landscape ecological environment is improved.
The utility model well solves the defects of the prior ecological revetment engineering, enriches the ecological revetment structure, and is suitable for the revetment engineering of small and medium river channels and ponds in rural areas.
Claims (10)
1. The regenerated concrete building block with the double-cavity frame box structure is characterized in that the building block is of a rectangular frame box structure, and a reinforcing rib is arranged in the middle of an inner cavity of the building block, so that the inner cavity of the building block forms a double cavity; the wall thickness of the side wall of the building block and the wall thickness of the reinforcing rib are thick at the bottom and thin at the top, and grooves and convex blocks are respectively arranged on the outer surface of the side wall of the building block at opposite positions.
2. The recycled concrete block of a double-cavity box-in-box structure according to claim 1, wherein the outer surface and the inner surface of the side wall of the block are respectively arranged obliquely from bottom to top, and the inclination of the outer surface is smaller than that of the inner surface.
3. The recycled concrete block with the double-cavity box-in-box structure according to claim 1, wherein the grooves and the projections are respectively arranged at two long sides of the block and respectively correspond to the positions of two ends of the reinforcing rib.
4. A dual-cavity box structure recycled concrete block according to claim 3, wherein the width of said recess and the width of said projection are each tapered from bottom to top.
5. A dual-cavity box structure recycled concrete block according to claim 3, wherein the corners of the block side walls are rounded.
6. The recycled concrete block with the double-cavity box-frame structure according to claim 5, wherein the arc chamfer at the joint of the groove and the reinforcing rib is larger in radian than the arc chamfer at other positions.
7. The recycled concrete block with the double-cavity box-box structure according to claim 1, wherein the upper end face of the block is provided with a convex positioning tooth ridge.
8. The dual chamber box structure recycled concrete block of claim 7, wherein said positioning serrations are disposed along the length of the block, and have a length less than one half the length of the block and greater than one half the height of the block.
9. An ecological bank protection is characterized by being formed by stacking and building the recycled concrete blocks with the double-cavity box structure according to any one of claims 1-8, wherein long sides of the blocks are arranged in the direction perpendicular to a river channel, and the blocks on the upper layer and the lower layer are arranged in a staggered manner along the river channel direction and the direction perpendicular to the river channel.
10. An ecological revetment according to claim 9 wherein the block has filler disposed within its double cavity and the air exposed filler region of the block acts as a vegetation face.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202321992332.3U CN220486362U (en) | 2023-07-27 | 2023-07-27 | Recycled concrete block with double-cavity box structure and ecological revetment |
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Application Number | Priority Date | Filing Date | Title |
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CN202321992332.3U CN220486362U (en) | 2023-07-27 | 2023-07-27 | Recycled concrete block with double-cavity box structure and ecological revetment |
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Publication Number | Publication Date |
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CN220486362U true CN220486362U (en) | 2024-02-13 |
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Application Number | Title | Priority Date | Filing Date |
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CN202321992332.3U Active CN220486362U (en) | 2023-07-27 | 2023-07-27 | Recycled concrete block with double-cavity box structure and ecological revetment |
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CN (1) | CN220486362U (en) |
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2023
- 2023-07-27 CN CN202321992332.3U patent/CN220486362U/en active Active
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