CN209873712U - Assembled flood control wall - Google Patents
Assembled flood control wall Download PDFInfo
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- CN209873712U CN209873712U CN201920475751.7U CN201920475751U CN209873712U CN 209873712 U CN209873712 U CN 209873712U CN 201920475751 U CN201920475751 U CN 201920475751U CN 209873712 U CN209873712 U CN 209873712U
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- wall
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- flood control
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 60
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 239000000178 monomer Substances 0.000 claims abstract description 14
- 230000006835 compression Effects 0.000 claims description 4
- 238000007906 compression Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 description 6
- 230000001976 improved effect Effects 0.000 description 5
- 238000000151 deposition Methods 0.000 description 4
- 229910000838 Al alloy Inorganic materials 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000008093 supporting effect Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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Abstract
The utility model discloses an assembled flood control wall, this flood control wall is connected gradually by a plurality of flood control wall monomer and is formed. The flood control wall monomer comprises a foundation slab, a water retaining wall is arranged on the foundation slab, a wave-proof wall is arranged on the rear side of the water retaining wall, and a water storage area is formed between the wave-proof wall and the water retaining wall. The left end and the right end of the wave wall are respectively provided with a first steel plate, a second steel plate is arranged between every two adjacent wave wall monomers, and the second steel plates are respectively fixedly connected with the two first steel plates. The front side wall and the rear side wall of the wave wall are wavy and symmetrically arranged, and the front side wall, the rear side wall, the left side wall and the right side wall of the wave wall form a plurality of cavities which are not communicated with each other. This flood control wall not only has sufficient steadiness, can realize quick dismouting moreover, has realized taking into account of steadiness and dismouting efficiency.
Description
Technical Field
The utility model belongs to the technical field of the water conservancy facility technique and specifically relates to a can realize quick assembly disassembly's assembled flood control wall.
Background
When a flood disaster occurs, how to rapidly consolidate the dam is the key point for ensuring the property safety of people. The most original method for heightening the dam by stacking the sand bags has good stability, the heightened dam is stable and is not easy to be damaged by waves, but a large amount of manpower and material resources are consumed in the process of heightening and reinforcing, so that on one hand, the method is not economical, on the other hand, the time is urgent, the heightening speed cannot reach the water level rising speed, and the method still has practical dangerousness.
In order to heighten the dam rapidly, the flood control walls of some assembled types are mainly divided into two types, one type is the assembled flood control wall made of aluminum alloy, and the assembled flood control wall can meet the requirements of rapid disassembly and assembly, but is not stable enough and is easy to be destroyed by washing. The other type of flood protection wall is made of concrete, is prefabricated in advance and assembled on site, and has better stability relative to the first type of flood protection wall made of aluminum alloy, but the flood protection wall is heavy in weight, large in size, inconvenient to transport and complex to assemble on site.
According to the analysis, the stability and the dismounting efficiency are a spear shield body, the dismounting efficiency is improved to inevitably sacrifice the stability, the stability is improved, the inevitable volume and the inevitable weight are large, the dismounting is not convenient, and the technical scheme can not realize the consideration of the stability and the dismounting.
SUMMERY OF THE UTILITY MODEL
To the above problem, the utility model provides an assembled flood control wall, this flood control wall not only has sufficient steadiness, can realize quick dismouting moreover, has realized the compromise of steadiness and dismouting efficiency.
The utility model provides a technical scheme that its technical problem adopted is:
an assembled flood control wall is formed by sequentially connecting a plurality of flood control wall monomers;
the flood wall monomer comprises a foundation slab, a water retaining wall is arranged on the foundation slab, a wave wall is arranged on the rear side of the water retaining wall, and a water storage area is formed between the wave wall and the water retaining wall;
the left end and the right end of the wave wall are respectively provided with a first steel plate, a second steel plate is arranged between every two adjacent wave wall monomers, and the second steel plates are respectively fixedly connected with the two first steel plates.
Furthermore, the front side wall and the rear side wall of the wave wall are wavy and symmetrically arranged, and the front side wall, the rear side wall, the left side wall and the right side wall of the wave wall form a plurality of cavities which are not communicated with each other.
Furthermore, connecting steel bars are arranged in the cavities at the two ends of the wave wall respectively, concrete is poured, and the lower ends of the connecting steel bars are embedded in the foundation slab.
Furthermore, the wave wall adopts C40 concrete, and the mark of the concrete poured in the cavities at the two ends of the wave wall is C30.
Furthermore, two ends of the water retaining wall are respectively provided with a current limiting part extending towards one side of the wave wall.
Furthermore, the water retaining wall is wavy.
Furthermore, a rubber water stop strip with a T-shaped section is arranged between the first steel plate and the second steel plate, and the protruding part of the rubber water stop strip is clamped between the first steel plates of the two adjacent flood control wall monomers.
Furthermore, an elastic compression hole is formed in the protruding portion of the rubber water stop strip.
The utility model has the advantages that:
1. the wave wall is arranged on the rear side of the water retaining wall, and the water storage area is formed between the wave wall and the water retaining wall, so that the overall weight of the flood wall is increased, the stability is improved, and the flood wall is not easy to be knocked down by waves. When the flood disaster occurs, the device is used for heightening and reinforcing the river levee, has good structural stability, is simple to construct and install, has high speed and can be repeatedly used.
2. Through designing into the breakwater wave, can effectively improve the structural strength of breakwater.
3. Because in the use, the flood wall receives unrestrained impact comparatively seriously, in order to improve the structural strength of wave wall, the utility model discloses the preceding lateral wall that will prevent the wave wall and the wave that back lateral wall design symmetrical arrangement to form the discontinuous cavity of a plurality of, back lateral wall can play good supporting role when preceding lateral wall receives the impact like this, has improved the structural stability and the shock resistance of wave wall on the one hand, and on the other hand has reduced the holistic weight of wave wall, is favorable to realizing quick assembly disassembly.
4. Set up the current-limiting part through the both ends at the breakwater, can make the water storage area maintain certain water yield on the one hand, on the other hand, when the flood retreats away, do not need the manual work to draw water outwards, convenient dismantlement.
5. Through the cavity setting connecting reinforcement at both ends to concreting, further improved flood wall's structural stability and shock resistance.
Drawings
FIG. 1 is a perspective view of one direction of a flood wall;
FIG. 2 is an enlarged schematic view of portion A of FIG. 1;
FIG. 3 is an enlarged schematic view of portion B of FIG. 1;
FIG. 4 is an enlarged schematic view of a portion C of FIG. 1;
FIG. 5 is an enlarged schematic view of a portion D of FIG. 1;
FIG. 6 is a perspective view of the flood wall in another direction;
FIG. 7 is an enlarged view of section E of FIG. 6;
FIG. 8 is a schematic perspective view of a flood wall monomer before concrete is poured;
FIG. 9 is an enlarged view of portion F of FIG. 8;
FIG. 10 is a schematic view of the water storage principle of the water storage area of the water retaining wall.
In the figure: 1-foundation slab, 2-water retaining wall, 21-flow limiting part, 3-wave wall, 31-first steel plate, 4-connecting steel bar, 5-second steel plate, 6-rubber water stop bar and 61-elastic compression hole.
Detailed Description
For convenience of description, a coordinate system is now defined as shown in fig. 1.
As shown in fig. 1, an assembled flood protection wall includes a plurality of individual flood protection walls, and the individual flood protection walls are connected in sequence through a connection structure to form a continuous wall.
As shown in fig. 1, the flood wall unit comprises a foundation slab 1, a water retaining wall 2 with a wave-shaped curved surface is arranged on the foundation slab 1, a wave wall 3 is arranged at the rear side of the water retaining wall 2, and a water storage area is formed between the wave wall 3 and the water retaining wall 2.
As a specific implementation manner, in this embodiment, the height of the water retaining wall 2 is 1 meter, the height of the wave wall 3 is 2 meters, and the width of the water storage area is 0.6 meter.
As shown in fig. 6 and 7, first steel plates 31 are respectively disposed at the left and right ends of the wave wall 3, a second steel plate 5 is disposed between two adjacent wave wall 3 monomers, and the second steel plate 5 is respectively and fixedly connected to the rear end surfaces of the first steel plates 31 on the two flood wall monomers through screws.
Here, the first steel plate 31 may be fixedly connected to the wave wall 3 by expansion bolts, or may be fixedly connected to the wave wall 3 by pre-embedding.
Further, as shown in fig. 7, a rubber water stop strip 6 with a T-shaped cross section is arranged between the first steel plate 31 and the second steel plate 5, and a protruding portion of the rubber water stop strip 6 is clamped between the first steel plates 31 of two adjacent individual flood protection walls.
Further, since the distance error between the individual flood protection walls may be relatively large during assembly, in order to facilitate installation, as shown in fig. 7, an elastic compression hole 61 is formed on the protruding portion of the rubber sealing strip 6 to penetrate through the rubber sealing strip 6 in the length direction.
As shown in fig. 8, the wave wall 3 includes a front wall, a rear wall, a left wall and a right wall, both of which are planar structures, and both of which are wavy and symmetrically arranged. The front side wall, the rear side wall, the left side wall and the right side wall form a plurality of cavities together, and adjacent cavities are not communicated.
Thus, in the actual use process, when the front side wall of the wave wall 3 is impacted, the rear side wall not only can play a good supporting role, but also can effectively disperse the stress. Thereby improving the structural stability and impact resistance of the wave wall 3. In addition, due to the existence of the cavity, compared with the traditional solid wall body, the structure has lighter weight, is more economical, reduces the overall weight of the wave wall 3, and is favorable for realizing quick assembly and disassembly.
Further, in order to improve the stability and the impact resistance of the flood wall, as shown in fig. 2, fig. 3 and fig. 8, a plurality of vertically arranged connecting steel bars 4 are respectively arranged in the cavities at the two ends of the wave wall 3, concrete is poured in the cavities at the two ends of the wave wall 3, and the lower ends of the connecting steel bars 4 are embedded in the foundation slab 1.
As a specific implementation manner, in this embodiment, the wave wall 3 is made of concrete with a grade of C40, and the concrete poured into the cavities at the two ends of the wave wall 3 is made of a grade of C30. The connecting reinforcing steel bars 4 adopt phi 10 structure stressed reinforcing steel bars.
Further, in order to improve the stability and impact resistance of the flood wall, as shown in fig. 4 and 5, the two ends of the retaining wall 2 are respectively provided with a flow restriction portion 21 extending towards one side of the wave wall 3, and a gap with a certain distance is formed between the flow restriction portion 21 and the wave wall 3.
Thus, when the wave flower hits the wave wall 3, part of water will fall into the water storage area between the wave wall 3 and the water retaining wall 2, because of the existence of the flow limiting part 21, the water in the water storage area can not flow out from the water storage area quickly, when the water in the water storage area flows out of a small part, the next wave flower is hit again, and the water storage area can be filled up again. As shown in fig. 10, even if the water level of the river water does not reach the height of the water blocking wall 2, the water storage area can be always kept at a certain water amount, thereby improving the stability of the flood control wall.
In addition, through reserving the breach between current-limiting part 21 and wave wall 3, when the flood retreats, because this breach has between current-limiting part 21 and the wave wall 3, consequently need not artifical the water of depositing in the district of will depositing to take out, the water in the district of depositing can oneself flow out, after the water in the district of depositing completely flows out, dismantle flood wall and carry away can.
Claims (8)
1. The utility model provides an assembled flood control wall which characterized in that: the flood control wall is formed by sequentially connecting a plurality of flood control wall monomers;
the flood wall monomer comprises a foundation slab, a water retaining wall is arranged on the foundation slab, a wave wall is arranged on the rear side of the water retaining wall, and a water storage area is formed between the wave wall and the water retaining wall;
the left end and the right end of the wave wall are respectively provided with a first steel plate, a second steel plate is arranged between every two adjacent wave wall monomers, and the second steel plates are respectively fixedly connected with the two first steel plates.
2. A fabricated flood wall according to claim 1, wherein: the front side wall and the rear side wall of the wave wall are wavy and symmetrically arranged, and the front side wall, the rear side wall, the left side wall and the right side wall of the wave wall form a plurality of cavities which are not communicated with each other.
3. A fabricated flood wall according to claim 2, wherein: connecting steel bars are arranged in the cavities at the two ends of the wave wall respectively, concrete is poured, and the lower ends of the connecting steel bars are embedded in the foundation slab.
4. A fabricated flood wall according to claim 3, wherein: the wave wall adopts C40 concrete, and the mark of the concrete poured in the cavities at the two ends of the wave wall is C30.
5. A fabricated flood wall according to claim 1, wherein: and two ends of the water retaining wall are respectively provided with a current limiting part extending towards one side of the wave wall.
6. A fabricated flood wall according to claim 1, wherein: the water retaining wall is wavy.
7. A fabricated flood wall according to claim 1, wherein: the rubber water stop strip with the T-shaped section is arranged between the first steel plate and the second steel plate, and the protruding part of the rubber water stop strip is clamped between the first steel plates of the two adjacent flood control wall monomers.
8. A fabricated flood wall according to claim 7, wherein: and the bulge of the rubber water stop strip is provided with an elastic compression hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920475751.7U CN209873712U (en) | 2019-04-09 | 2019-04-09 | Assembled flood control wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920475751.7U CN209873712U (en) | 2019-04-09 | 2019-04-09 | Assembled flood control wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209873712U true CN209873712U (en) | 2019-12-31 |
Family
ID=68959128
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920475751.7U Active CN209873712U (en) | 2019-04-09 | 2019-04-09 | Assembled flood control wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209873712U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881631A (en) * | 2019-04-09 | 2019-06-14 | 济南栋源水泥制品有限公司 | A kind of assembled anti-flood wall |
-
2019
- 2019-04-09 CN CN201920475751.7U patent/CN209873712U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109881631A (en) * | 2019-04-09 | 2019-06-14 | 济南栋源水泥制品有限公司 | A kind of assembled anti-flood wall |
| CN109881631B (en) * | 2019-04-09 | 2024-04-05 | 山东栋源建筑节能科技有限公司 | Assembled flood control wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 251400 south of Industrial Park Road, Jibei street, Jiyang District, Jinan City, Shandong Province Patentee after: Shandong Dongyuan Building Energy Conservation Technology Co.,Ltd. Address before: 251400 south of Industrial Park Road, Jibei street, Jiyang District, Jinan City, Shandong Province Patentee before: JINAN DONGYUAN CEMENT PRODUCTS Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 251400 South of National Highway 220, 500 meters north of Guanfang Village, Jiyang Office, Jiyang County, Jinan City, Shandong Province (formerly known as Shandong Agricultural Machinery Experimental Farm) Patentee after: Shandong Dongyuan Building Energy Conservation Technology Co.,Ltd. Address before: 251400 south of Industrial Park Road, Jibei street, Jiyang District, Jinan City, Shandong Province Patentee before: Shandong Dongyuan Building Energy Conservation Technology Co.,Ltd. |
|
| CP02 | Change in the address of a patent holder |