CN215105100U - Novel flexible protection device utilizing waste tires - Google Patents
Novel flexible protection device utilizing waste tires Download PDFInfo
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- CN215105100U CN215105100U CN202122492831.3U CN202122492831U CN215105100U CN 215105100 U CN215105100 U CN 215105100U CN 202122492831 U CN202122492831 U CN 202122492831U CN 215105100 U CN215105100 U CN 215105100U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
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Abstract
The utility model relates to a novel flexible protection device utilizing waste tires, which comprises a plurality of rows of protection structures connected together, wherein the protection structure of each row comprises a plurality of protection monomers connected together; the protective monomer comprises a waste tire, a nylon rope penetrating through the waste tire, a concrete seat cast and molded in the waste tire, a wave dissipation cone arranged at the top of the concrete seat and an anchoring piece arranged at the bottom of the concrete seat; the nylon ropes in the two adjacent protective monomers in each row are integrally connected; the nylon ropes in the two adjacent protective monomers in the two adjacent rows are integrally connected. The utility model relates to an utilize novel flexible protective structure of junked tire and concrete combination has fine water permeability and water conservancy roughness, can make most wave energy consumption in the protective layer, reduces the wave and climbs high and reflect, and this structure is flexonics simultaneously, has good wholeness and three-dimensional place adaptability, has extensive engineering application prospect.
Description
Technical Field
The utility model relates to a water conservancy project's technical field especially relates to an utilize junked tire's novel flexible protector.
Background
In the construction of water transport engineering, the research and development of gravity type structures have been widely focused, and the protection structure is one of the important points of research. The protective structure is mainly used for the outer sides of the revetment and the revetment bottom of the slope breakwater and the revetment structure, the outer sides of foundation beds of other gravity type structures, the surface layers of various pipelines at the seabed, the outer parts of bank slopes at two sides of a river channel and the like.
The conventional structural forms generally comprise a riprap structure, a masonry structure, artificial blocks, a gabion net cage, interlocking blocks and the like. From the ability of resisting waves, the artificial block structure has stronger wave resistance, and the riprap and masonry structures have poorer wave resistance, so that the artificial block structure is suitable for the conditions of small waves and rich stone sources. The shape of artifical block has high irregularity, is favorable to interlocking between the block, increases the stability of block, but the block shape is complicated, and it is more troublesome to prefabricate, and the limbs of some blocks are connected the position and are less strong, and easy fracture in construction and use to lose the guard action of block. The gabion net cage and the interlocking block are mainly used for protecting fresh water environment water level change areas such as riverway bank slopes, and the gabion net cage is easy to be damaged locally, so that stone in the cage is lost, and local instability is caused. The single interlocking block has small weight, and generally causes linkage effect after the single interlocking block falls off, so that the connected pieces fall off, and potential safety hazard is brought to the structure.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects of the prior art and providing a novel flexible protection device utilizing waste tires.
The utility model discloses a realize above-mentioned purpose, adopt following technical scheme:
a novel flexible protection device utilizing waste tires comprises a plurality of rows of protection structures which are connected together, wherein each row of protection structure comprises a plurality of protection monomers which are connected together;
the protective monomer comprises a waste tire, a nylon rope penetrating through the waste tire, a concrete seat cast and formed in the waste tire, a wave dissipation cone arranged at the top of the concrete seat and an anchoring piece arranged at the bottom of the concrete seat;
the nylon ropes in the two adjacent protective monomers in each row are integrally connected; the nylon ropes in the two adjacent protective monomers in the two adjacent rows are integrally connected.
The wave dissipation cone is of a round table-shaped structure with a narrow upper part and a wide lower part.
The side wall of the wave dissipation cone is sequentially provided with a plurality of annular terraces from top to bottom, and a plurality of bionic grasses are pre-buried on the annular terraces.
The anchoring part comprises two pre-buried anchoring rods arranged at the bottom of the concrete seat, and the anchoring rods penetrate out of the bottom of the concrete seat and are connected with anchoring conical heads.
And the outer wall of the anchoring conical head is provided with spiral grains.
The height of the wave dissipation cone is 264mm, the diameter of the upper bottom is 88mm, and the diameter of the lower bottom is 352 mm.
Particularly, the protection monomers in the plurality of rows of protection structures are arranged according to a rectangular structure, wherein two adjacent protection monomers in one row and two adjacent protection monomers in the other row form the rectangular structure.
Particularly, the protection units in the plurality of rows of protection structures are arranged in a staggered mode according to an equilateral triangle structure, wherein one protection unit in one row and two adjacent protection units in the adjacent row form the equilateral triangle structure.
Particularly, the protection monomers in the plurality of rows of protection structures are arranged in a staggered mode according to a quincunx structure, one protection monomer in one row is the center, four protection monomers which are adjacent in the upper row and the lower row form the quincunx structure through four corners, and the center points of the four protection monomers form a square structure.
The utility model has the advantages that: the utility model relates to an utilize novel flexible protective structure of junked tire and concrete combination has fine water permeability and water conservancy roughness, can make most wave energy consumption in the protective layer, reduces the wave and climbs high and reflect, is a low reflection protective structure who has good wave absorption effect, and this structure has good wholeness and three-dimensional place adaptability for flexonics simultaneously, has extensive engineering application prospect.
Drawings
FIG. 1 is a plan view of a single protection body of the present invention;
FIG. 2 is a cross-sectional view of a single protection body of the present invention;
FIG. 3 is a schematic view of a rectangular arrangement of guard cells;
FIG. 4 is a schematic view of the protection cells arranged in a triangle;
FIG. 5 is a schematic view of a quincunx arrangement of the protective monomers;
in the figure: 1-a protecting monomer; 101-waste tyres; 102-nylon cord; 103-a concrete seat; 104-wave eliminating cone; 105-an anchor; 1051-an anchor rod; 1052-anchoring the cone; 106-ring landing; 107-bionic grass;
the following detailed description will be made in conjunction with embodiments of the present invention with reference to the accompanying drawings.
Detailed Description
The invention will be further explained with reference to the following figures and examples:
as shown in fig. 1 to 5, a novel flexible protection device using waste tires comprises a plurality of rows of protection structures connected together, wherein each row of protection structure comprises a plurality of protection units 1 connected together;
the protective single body 1 comprises a waste tire 101, a nylon rope 102 penetrating through the waste tire 101, a concrete seat 103 cast and molded in the waste tire 101, a wave dissipation cone 104 arranged at the top of the concrete seat 103, and an anchoring piece 105 arranged at the bottom of the concrete seat 103;
the nylon ropes 102 in two adjacent protective single bodies 1 in each row are integrally connected; the nylon ropes 102 in two adjacent protective single bodies 1 in two adjacent rows are integrally connected.
The wave dissipation cone 104 is a truncated cone structure with a narrow top and a wide bottom.
The side wall of the wave dissipation cone 104 is provided with a plurality of annular terraces 106 from top to bottom, and a plurality of bionic grass 107 are pre-buried on the annular terraces 106.
The anchoring piece 105 comprises two anchoring rods 1051 pre-embedded at the bottom of the concrete seat 103, and the anchoring rods 1051 penetrate out of the bottom of the concrete seat 103 and are connected with anchoring conical heads 1052.
The outer wall of the anchoring conical head 1052 is provided with spiral grains.
The height of the wave dissipation cone 104 is 264mm, the diameter of the upper bottom is 88mm, and the diameter of the lower bottom is 352 mm.
The protection monomers 1 in the rows of protection structures can be arranged in various ways. For example:
the utility model discloses pour into the concrete in junked tire 101 to concatenate the junked tire 101 of these certain specifications with great ease through nylon rope 102, form that an wholeness and adaptability are stronger, planar dimension change the protective structure of adjustment control, through hoisting equipment, transport this protective structure assigned position hoist and mount and accomplish. The wave dissipation cone 104 of the protection single body 1 can not only increase the weight of the single body, but also can more efficiently absorb wave energy, and the anchoring rod 1051 and the anchoring cone head 1052 can be more stably anchored with the river bottom.
The utility model can protect the size and the structure scale of the wave at the position and the hoisting capacity of the construction site according to the needs, adjust the plane size of the whole protection structure, and can be arranged in a rectangle, a triangle and a quincunx; has good integrity, adaptability and flexibility.
As shown in fig. 3, the protection single bodies 1 in the plurality of rows of protection structures are arranged according to a rectangular structure, wherein two adjacent protection single bodies 1 in one row and two adjacent protection single bodies 1 in one row form a rectangular structure.
As shown in fig. 4, the protection single bodies 1 in the plurality of rows of protection structures are arranged in a staggered manner according to an equilateral triangle structure, wherein one protection single body 1 in one row and two adjacent protection single bodies 1 in an adjacent row form the equilateral triangle structure.
As shown in fig. 5, the protection units 1 in the plurality of rows of protection structures are arranged in a staggered manner according to a quincunx structure, wherein one protection unit 1 in one row is a center, four protection units 1 adjacent to each other in the upper and lower rows are four corners to form the quincunx structure, and the center points of the four protection units 1 form a square structure.
The utility model is suitable for a position such as the top layer of all kinds of pipelines in the outside and the river course both sides bank slope outside of the mask of slope breakwater and revetment structure, the bottom guard, other gravity type structure bed of foundation. Compare in traditional block stone, stone and artifical block protective structure, the utility model discloses void ratio and roughness between the junked tire 101 are also great in the structure, consequently have good water permeability and water conservancy roughness, can make most wave energy consumption in the armor layer, are favorable to building bed course block stone and dyke heart to backfill the stability of building stones, can accelerate the wave breakage, and the wave energy is dissipated, reduces wave run-up and reflection.
The utility model discloses can be in prefabricated back transport of prefabricated yard, transport to the job site and lay, but the river course renovation class dry land construction project also can on-the-spot ligature, pour site operation. Compared with the traditional surface protection structure, the utility model discloses mainly have following advantage: the wave breaking is accelerated, the wave energy is dissipated, the wave climbing and reflection are reduced, and the integrity, the adaptability and the flexibility are better; meanwhile, the construction cost is low, and the method has good economic indexes. Binding and pouring construction on site; and the prefabricated steel can be transported to a specified position to finish hoisting.
The present invention has been described above with reference to the accompanying drawings, and it is obvious that the present invention is not limited by the above embodiments, and various improvements made by the method concept and technical solution of the present invention or directly applied to other occasions without improvement are all within the protection scope of the present invention.
Claims (9)
1. A novel flexible protection device utilizing waste tires is characterized by comprising a plurality of rows of protection structures which are connected together, wherein each row of protection structure comprises a plurality of protection single bodies (1) which are connected together;
the protective single body (1) comprises a waste tire (101), a nylon rope (102) penetrating through the waste tire (101), a concrete seat (103) cast and molded in the waste tire (101), a wave dissipation cone (104) arranged at the top of the concrete seat (103), and an anchoring piece (105) arranged at the bottom of the concrete seat (103);
the nylon ropes (102) in two adjacent protective single bodies (1) in each row are integrally connected; the nylon ropes (102) in two adjacent protective single bodies (1) in two adjacent rows are integrally connected.
2. The novel flexible protection device using waste tires according to claim 1, characterized in that the wave dissipation cone (104) is a truncated cone structure with a narrow top and a wide bottom.
3. The novel flexible protection device using the waste tires according to claim 2, characterized in that a plurality of annular terraces (106) are arranged on the side wall of the wave dissipation cone (104) from top to bottom in sequence, and a plurality of bionic grass (107) are pre-buried on the annular terraces (106).
4. The new flexible protector using junked tires according to claim 3, characterized in that, the anchor (105) includes two anchor rods (1051) pre-embedded in the bottom of the concrete seat (103), the anchor rods (1051) penetrate the bottom of the concrete seat (103) and are connected with anchor conical heads (1052).
5. The new flexible protector using waste tires according to claim 4, characterized in that, the outer wall of the anchor cone (1052) is provided with spiral lines.
6. The novel flexible protection device using waste tires as claimed in claim 5, characterized in that the height of the wave-breaking cone (104) is 264mm, the diameter of the upper bottom is 88mm, and the diameter of the lower bottom is 352 mm.
7. A novel flexible protection device using waste tires according to any one of claims 1-6, characterized in that the protection units (1) in several rows of protection structures are arranged according to a rectangular structure, wherein two adjacent protection units (1) in one row and two adjacent protection units (1) in the adjacent row form a rectangular structure.
8. A new type of flexible guard device using waste tires according to any one of claims 1-6, characterized in that the guard units (1) in several rows of guard structures are staggered according to an equilateral triangle structure, wherein one guard unit (1) in one row and two adjacent guard units (1) in the adjacent row form an equilateral triangle structure.
9. The novel flexible protection device using the waste tires as claimed in any one of claims 1-6, characterized in that the protection units (1) in several rows of the protection structure are arranged in a staggered manner according to a quincunx structure, wherein one protection unit (1) in one row is the center, four protection units (1) in two rows are adjacent to each other are four corners to form the quincunx structure, and the center points of the four protection units (1) form a square structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122492831.3U CN215105100U (en) | 2021-10-18 | 2021-10-18 | Novel flexible protection device utilizing waste tires |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122492831.3U CN215105100U (en) | 2021-10-18 | 2021-10-18 | Novel flexible protection device utilizing waste tires |
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| CN215105100U true CN215105100U (en) | 2021-12-10 |
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| CN202122492831.3U Active CN215105100U (en) | 2021-10-18 | 2021-10-18 | Novel flexible protection device utilizing waste tires |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575390A (en) * | 2022-04-02 | 2022-06-03 | 广东粤电湛江风力发电有限公司 | Offshore wind power single-pile anti-scouring protection bottom guard based on waste tires |
| AU2022218550A1 (en) * | 2022-08-17 | 2022-11-03 | Thanh Tri Lam | Flexible porous net of wave absorbers or dampers |
-
2021
- 2021-10-18 CN CN202122492831.3U patent/CN215105100U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575390A (en) * | 2022-04-02 | 2022-06-03 | 广东粤电湛江风力发电有限公司 | Offshore wind power single-pile anti-scouring protection bottom guard based on waste tires |
| CN114575390B (en) * | 2022-04-02 | 2024-04-09 | 广东粤电湛江风力发电有限公司 | Offshore wind power single pile scour protection bottom based on junked tires |
| AU2022218550A1 (en) * | 2022-08-17 | 2022-11-03 | Thanh Tri Lam | Flexible porous net of wave absorbers or dampers |
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