CN211815987U - Gravity type box breakwater structure that permeates water - Google Patents
Gravity type box breakwater structure that permeates water Download PDFInfo
- Publication number
- CN211815987U CN211815987U CN202021849588.5U CN202021849588U CN211815987U CN 211815987 U CN211815987 U CN 211815987U CN 202021849588 U CN202021849588 U CN 202021849588U CN 211815987 U CN211815987 U CN 211815987U
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- China
- Prior art keywords
- box body
- wall
- gravity type
- water
- main part
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 34
- 230000005484 gravity Effects 0.000 title claims abstract description 14
- 239000012466 permeate Substances 0.000 title description 3
- 239000004575 stone Substances 0.000 claims abstract description 34
- 238000005192 partition Methods 0.000 claims abstract description 13
- 239000007787 solid Substances 0.000 claims abstract description 9
- 239000002689 soil Substances 0.000 claims abstract description 7
- 239000000463 material Substances 0.000 claims abstract description 5
- 230000001681 protective effect Effects 0.000 claims description 6
- 230000005540 biological transmission Effects 0.000 abstract description 3
- 230000035699 permeability Effects 0.000 abstract description 3
- 239000011435 rock Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
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Abstract
The utility model relates to a gravity type box breakwater structure of permeating water, including the box main part, its characterized in that has the wave wall in the top outside of box main part ann, transversely has a plurality of partitions with vertical ann in the box main part, forms a plurality of storehouse check between the inner wall of partition and box main part, and the storehouse check includes entity storehouse check and empty storehouse check. The utility model ensures the water permeability of the breakwater and improves the water exchange capacity inside and outside the breakwater by arranging the holes on the shared side wall of the empty bin lattice and the box body and on the shared partition walls of the adjacent empty bin lattices; through the rivers passageway that sets up "nearly" font structure, reduced wave transmission coefficient, reduced the wave power that the structure bore, through setting up the solid storehouse check that is filled with soil and stone material, increased the weight of box main part, guaranteed the security of structure, compare with conventional caisson structure, when guaranteeing the ability of preventing unrestrained, solved the water in harbor pond can't exchange the problem with the water in open sea, kept the quality of water in harbor pond.
Description
Technical Field
The utility model relates to a harbour coast engineering and harbor basin water environmental protection technical field especially relate to a gravity type box breakwater structure that permeates water.
Background
The breakwater has the functions of defending the invasion of open sea waves to the sheltered sea area, providing a stable and safe water area for the berthing and operation of ships and protecting the hydraulic buildings in the harbor. In port engineering buildings, research and development of novel breakwater structures have been receiving much attention all the time. Traditional solid breakwater structure has also hindered the inside and outside water exchange in harbor to a certain extent when taking precautions against the wave, can't compromise the wave effect and the inside and outside water exchange of breakwater, and the water of harbor basin can't obtain abundant exchange with the water of open sea, can't guarantee the quality of water of harbor basin.
SUMMERY OF THE UTILITY MODEL
The utility model discloses aim at solving prior art not enough, and provide a gravity type box breakwater structure of permeating water.
The utility model discloses a realize above-mentioned purpose, adopt following technical scheme:
a gravity type permeable breakwater structure for a box body comprises a box body and is characterized in that a wave wall is arranged on the outer side of the top end of the box body, a riprap foundation bed is arranged on the outer side of the bottom of the box body, a block stone protection bottom is arranged on one side of the lower portion of the riprap foundation bed, an artificial block protection surface is arranged on one side, far away from the block stone protection bottom, below the outer wall of the box body, a block stone cushion layer is arranged on the other side, below the outer wall of the box body, of the block stone cushion layer and the artificial block stone protection surface are installed on the riprap foundation bed in an attaching mode, the outer end of the block stone cushion layer is contacted with the block stone protection bottom, a plurality of partition walls are arranged in the box body in the transverse direction and the longitudinal direction, a plurality of bin lattices are formed between the partition walls and the inner wall of the box body, the bin lattices comprise solid bin lattices and empty bin lattices, soil and stone materials are filled in the solid bin lattices, the opening on the shared side wall of the box body main body and all the empty bin lattices form a water flow channel with a structure like a Chinese character 'ji'.
The box main part is cuboid or square.
The upper surface of the block stone cushion layer is attached with a block stone protecting surface, one end of the block stone protecting surface is attached to the outer side of the box body, and the other end of the block stone protecting surface is contacted with the block stone protecting bottom.
And a cover plate for covering soil and stone is arranged in the solid bin lattice.
The cover plate is a concrete plate.
The bin lattice is of a cuboid structure.
The section of the wave wall is an L-shaped surface.
The utility model has the advantages that: the utility model ensures the water permeability of the breakwater and improves the water exchange capacity inside and outside the breakwater by arranging the holes on the shared side wall of the empty bin lattice and the box body and on the shared partition walls of the adjacent empty bin lattices; through the rivers passageway that sets up "nearly" font structure, reduced wave transmission coefficient, reduced the wave power that the structure bore, through setting up the solid storehouse check that is filled with soil and stone material, increased the weight of box main part, guaranteed the security of structure, compare with conventional caisson structure, when guaranteeing the ability of preventing unrestrained, solved the water in harbor pond can't exchange the problem with the water in open sea, kept the quality of water in harbor pond.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a plan view of the main body of the middle box body of the present invention;
in the figure: 1-wave wall; 2-a box body; 3-bin lattice; 4-soil stones; 5-opening a hole; 6-rubble foundation bed; 7-a stone cushion layer; 8-protecting the surface by using the stone blocks; 9-artificial block surface protection; 10-protecting the bottom by using stones;
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 figures 1-2, a gravity type permeable breakwater structure for a box body comprises a box body 2 and is characterized in that a wave wall 1 is arranged on the outer side of the top end of the box body 2, a riprap foundation bed 6 is arranged on the outer side of the bottom of the box body 2, a rock block bottom protection 10 is arranged on one side of the lower portion of the riprap foundation bed 6, an artificial block protection surface 9 is arranged on one side, far away from the rock block bottom protection 10, below the outer wall of the box body 2, a rock block cushion layer 7 is arranged on the other side below the outer wall of the box body 2, the rock block cushion layer 7 and the artificial block bottom protection surface 9 are installed on the riprap foundation bed 6 in a fit mode, the outer end of the rock block cushion layer 7 is in contact with the rock block bottom protection 10, a plurality of partition walls are arranged in the box body 2 in the transverse direction and the longitudinal direction, a plurality of bin lattices 3 are formed between the partition walls and the inner wall of the box body 2, the lattices 3 comprise solid bins and empty bins, the shared partition walls of the adjacent empty bin lattices are provided with openings 5, and the openings 5 on the shared side wall of the box body 2 and all the empty bin lattices form water flow channels with a structure shaped like a Chinese character 'ji'.
The box body 2 is a cuboid or a cube.
The upper surface of the block stone cushion layer 7 is attached with a block stone protective surface 8, one end of the block stone protective surface 8 is attached to the outer side of the box body main body 2, and the other end of the block stone protective surface 8 is in contact with a block stone protective bottom 10.
And a cover plate for covering soil and stone materials 4 is arranged in the solid bin lattice.
The cover plate is a concrete plate.
The bin 3 is of a cuboid structure.
The section of the wave wall 1 is an L-shaped surface.
When in use, the utility model is prefabricated and placed in a prefabricated yard according to the construction conditions, and transported to the construction site by floating for placing; the breakwater can be transported to a designated position by floating or shipping and lifted, and the holes 5 are formed in the shared side wall of the empty bin grids and the box body main body 2 and the shared partition walls of the adjacent empty bin grids, so that the water permeability of the breakwater is ensured, and the water exchange capacity inside and outside the breakwater is improved; through setting up the rivers passageway of "nearly" font structure, rivers passageway no longer with one row on the storehouse check 3, make the wave can not direct incidence, reduce the interior wave of harbor and reduced wave transmission coefficient, the wave power that the structure bore has been reduced, it has the entity storehouse check of native building stones 4 to fill through setting up, the weight of box main part 2 has been increased, the security of structure has been guaranteed, compare with conventional caisson structure, when guaranteeing the ability of preventing unrestrained, the water of having solved the harbor pond can't exchange the problem with the water of open sea, the quality of water in harbor pond has been kept.
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 (7)
1. A gravity type permeable breakwater structure for a box body comprises a box body (2) and is characterized in that a wave wall (1) is arranged on the outer side of the top end of the box body (2), a riprap foundation bed (6) is arranged on the outer side of the bottom of the box body (2), a rubble foundation (10) is arranged on one side of the lower portion of the riprap foundation bed (6), an artificial block protective surface (9) is arranged on one side, far away from the rubble foundation (10), below the outer wall of the box body (2), a rubble cushion layer (7) is arranged on the other side, below the outer wall of the box body (2), the rubble cushion layer (7) and the artificial block protective surface (9) are attached to the riprap foundation bed (6), the outer end of the rubble cushion layer (7) is in contact with the rubble foundation bed (10), a plurality of partition walls are transversely and longitudinally arranged in the box body (2), and a plurality of bins (3) are formed between the partition walls and the inner wall of the, storehouse check (3) are including entity storehouse check and empty storehouse check, and entity storehouse check intussuseption is filled with native building stones (4), all is equipped with trompil (5) on the lateral wall of empty storehouse check and box main part (2) sharing, on the sharing partition wall of adjacent empty storehouse check, trompil (5) on box main part (2) sharing lateral wall form the rivers passageway of "nearly" font structure with all empty storehouse checks.
2. A gravity type water permeable breakwater structure for a tank according to claim 1, wherein the tank body (2) is a rectangular or square body.
3. A gravity type water permeable breakwater structure for a box body according to claim 1, wherein the block stone cushion layer (7) is provided with a block stone facing (8) on the upper surface, one end of the block stone facing (8) is attached to the outer side of the box body (2), and the other end of the block stone facing (8) is in contact with the block stone protecting bottom (10).
4. A gravity type water permeable breakwater structure of a box body as claimed in claim 1, wherein the solid bin is provided with a cover plate for covering soil and stone materials (4).
5. The gravity type tank water permeable breakwater structure according to claim 4, wherein the cover plate is a concrete plate.
6. A gravity type water permeable breakwater structure for a tank body according to claim 1, wherein the bin lattice (3) is a rectangular parallelepiped structure.
7. A gravity type permeable breakwater structure for tanks according to claim 1, wherein the section of the breakwater wall (1) is L-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021849588.5U CN211815987U (en) | 2020-08-31 | 2020-08-31 | Gravity type box breakwater structure that permeates water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021849588.5U CN211815987U (en) | 2020-08-31 | 2020-08-31 | Gravity type box breakwater structure that permeates water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211815987U true CN211815987U (en) | 2020-10-30 |
Family
ID=73025729
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021849588.5U Expired - Fee Related CN211815987U (en) | 2020-08-31 | 2020-08-31 | Gravity type box breakwater structure that permeates water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211815987U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726495A (en) * | 2020-12-23 | 2021-04-30 | 中交第四航务工程勘察设计院有限公司 | Gravity type permeable breakwater structure with inboard side against ship |
| CN117646434A (en) * | 2024-01-30 | 2024-03-05 | 中交第一航务工程局有限公司 | Immersed tube tunnel construction method for penetrating through breakwater downwards |
-
2020
- 2020-08-31 CN CN202021849588.5U patent/CN211815987U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112726495A (en) * | 2020-12-23 | 2021-04-30 | 中交第四航务工程勘察设计院有限公司 | Gravity type permeable breakwater structure with inboard side against ship |
| CN117646434A (en) * | 2024-01-30 | 2024-03-05 | 中交第一航务工程局有限公司 | Immersed tube tunnel construction method for penetrating through breakwater downwards |
| CN117646434B (en) * | 2024-01-30 | 2024-04-12 | 中交第一航务工程局有限公司 | Immersed tube tunnel construction method for penetrating through breakwater downwards |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201030 |
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| CF01 | Termination of patent right due to non-payment of annual fee |