CN220724967U - Vertical breakwater structure based on H-shaped piles and baffle plates - Google Patents
Vertical breakwater structure based on H-shaped piles and baffle plates Download PDFInfo
- Publication number
- CN220724967U CN220724967U CN202322279168.8U CN202322279168U CN220724967U CN 220724967 U CN220724967 U CN 220724967U CN 202322279168 U CN202322279168 U CN 202322279168U CN 220724967 U CN220724967 U CN 220724967U
- Authority
- CN
- China
- Prior art keywords
- piles
- shaped piles
- wall body
- shaped
- baffle
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000004576 sand Substances 0.000 claims abstract description 10
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 9
- 238000011144 upstream manufacturing Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 239000004567 concrete Substances 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 230000007797 corrosion Effects 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a vertical breakwater structure based on H-shaped piles and baffles, which comprises the H-shaped piles, baffles, geogrids, an upper structure and medium coarse sand; the H-shaped piles are vertically arranged in the submarine foundation and are arranged in a rectangular lattice and are divided into a front row and a rear row; a plurality of layers of geogrids are connected between two H-shaped piles adjacent to each other from bottom to top at equal intervals; the grooves of the H-shaped piles are arranged along the transverse direction of the breakwater, a baffle is embedded between two H-shaped piles which are adjacent in the transverse direction from bottom to top to form a wall body, and two ends of each baffle are inserted into the grooves of the H-shaped piles; backfilling coarse sand on the inner sides of the front wall body and the rear wall body; and constructing an upper structure on the top of the front wall body and the rear wall body. Compared with the existing vertical breakwater, the utility model does not need to adopt a large number of concrete squares and reinforced concrete caissons, saves a large number of rubbles, has no corrosion resistance, saves construction cost and is quick and convenient to construct.
Description
Technical Field
The utility model belongs to the field of port engineering construction, and particularly relates to a vertical breakwater structure based on H-shaped piles and baffles.
Background
At present, the traditional vertical breakwater adopts a concrete square and reinforced concrete caisson structure mode, and the non-vertical breakwater adopts a stone throwing breakwater mode, so that the two modes have high requirements on ship machine equipment, high concrete usage amount and longer construction period.
Disclosure of Invention
The utility model aims to solve the defects of the prior art and provides a vertical breakwater structure based on H-shaped piles and baffles.
A vertical breakwater structure based on H-shaped piles and baffles comprises H-shaped piles, baffles, geogrids, an upper structure and medium coarse sand; the H-shaped piles are vertically arranged in the submarine foundation and are arranged in a rectangular lattice and are divided into a front row and a rear row; a plurality of layers of geogrids are connected between two H-shaped piles adjacent to each other from bottom to top at equal intervals; the grooves of the H-shaped piles are arranged along the transverse direction of the breakwater, a baffle is embedded between two H-shaped piles which are adjacent in the transverse direction from bottom to top to form a wall body, and two ends of each baffle are inserted into the grooves of the H-shaped piles; backfilling coarse sand on the inner sides of the front wall body and the rear wall body; and constructing an upper structure on the top of the front wall body and the rear wall body.
In the technical scheme, the geogrid is preferably a high-strength steel-plastic geogrid.
In the technical scheme, each layer of geogrid is formed by overlapping 3-5 geogrids.
In the technical scheme, each layer of geogrid is connected with the H-shaped piles in a hook connection mode.
In the technical scheme, the baffle is prefabricated by reinforced concrete.
In the above technical solution, the baffle is rectangular plate-shaped.
In the technical scheme, the upper structure is a reinforced concrete structure, and the water outlet surface of the upper structure is provided with a convex water return nozzle structure.
The utility model has the advantages and beneficial effects that:
compared with the existing vertical breakwater, the vertical breakwater is constructed by adopting a mode of combining H-shaped piles, baffles, geogrids and coarse sand in backfill, and the vertical breakwater does not need to adopt a large number of concrete squares and reinforced concrete caissons, and a large number of ripraps are saved by replacing the coarse sand in the vertical breakwater, so that the vertical breakwater has no corrosion resistance problem and saves the construction cost. The vertical breakwater is simple in structure and quick and convenient to construct.
Drawings
Fig. 1 is a schematic side sectional structure view of the upright breakwater structure of the present utility model.
Fig. 2 is a schematic plan sectional structure view of the upright breakwater structure of the present utility model.
Fig. 3 is a schematic front view of the vertical breakwater structure of the present utility model.
Other relevant drawings may be made by those of ordinary skill in the art from the above figures without undue burden.
Detailed Description
In order to make the person skilled in the art better understand the solution of the present utility model, the following describes the solution of the present utility model with reference to specific embodiments.
The utility model provides a vertical type breakwater structure based on H type stake and baffle, see fig. 1, includes H type stake 1, baffle 2, geogrid 3, superstructure 4 and well coarse sand 5.
The H-shaped piles 1 are vertically arranged in the submarine foundation and are arranged in a rectangular lattice and are divided into a front row and a rear row (the front row refers to the upstream surface of the breakwater, and the rear row refers to the upstream surface of the breakwater); the multi-layer geogrid 3 is connected between two H-shaped piles adjacent to each other from bottom to top at equal intervals, the geogrid 3 is preferably a high-strength steel-plastic geogrid 3, and inward flexible tension is provided for the two H-shaped piles adjacent to each other from front to back through the geogrid 3; further, each layer of geogrid 3 is formed by overlapping 3-5 geogrids, each layer of geogrid 3 is connected with the H-shaped pile in a hook connection mode (namely, a hook is fixedly arranged on the H-shaped pile, and the end part of the geogrid 3 is hung on the hook).
The grooves 1.1 of the H-shaped piles 1 are arranged along the transverse direction of the breakwater, the baffle plates 2 are embedded between two H-shaped piles 1 which are adjacent in the transverse direction from bottom to top, two ends of each baffle plate 2 are inserted into the grooves 1.1 of the H-shaped piles, the baffle plates 2 which are embedded from bottom to top form a wall body, namely, a front wall body is formed by the H-shaped piles of the front row and the baffle plates 2 embedded thereon, and a rear wall body is formed by the H-shaped piles of the rear row and the baffle plates 2 embedded thereon; and backfilling coarse sand 5 on the inner sides of the front wall body and the rear wall body. Further, the baffle 2 is preferably prefabricated by reinforced concrete, the baffle 2 is in a rectangular plate shape, the length of the baffle 2 is slightly smaller than the distance between two opposite grooves 1.1 of two laterally adjacent H-shaped piles, and the thickness of the baffle 2 is slightly smaller than the thickness of the grooves 1.1, so that the baffle 2 can be inserted into two opposite grooves 1.1 of two laterally adjacent H-shaped piles.
Finally, an upper structure 4 is constructed at the top of the front wall body and the rear wall body, the upper structure 4 is a reinforced concrete structure, and a raised water return nozzle structure 4.1 is arranged on the upstream surface of the upper structure.
While the utility model has been described by way of example, it should be noted that any simple modification, variation or other equivalent which would occur to those skilled in the art without departing from the spirit of the utility model, is within the scope of the utility model.
Claims (7)
1. Vertical breakwater structure based on H type stake and baffle, its characterized in that: comprises H-shaped piles, baffles, geogrids, an upper structure and medium coarse sand; the H-shaped piles are vertically arranged in the submarine foundation and are arranged in a rectangular lattice and are divided into a front row and a rear row; a plurality of layers of geogrids are connected between two H-shaped piles adjacent to each other from bottom to top at equal intervals; the grooves of the H-shaped piles are arranged along the transverse direction of the breakwater, a baffle is embedded between two H-shaped piles which are adjacent in the transverse direction from bottom to top to form a wall body, and two ends of each baffle are inserted into the grooves of the H-shaped piles; backfilling coarse sand on the inner sides of the front wall body and the rear wall body; and constructing an upper structure on the top of the front wall body and the rear wall body.
2. The upright breakwater structure based on H-piles and baffles according to claim 1, wherein: the geogrid adopts a high-strength steel-plastic geogrid.
3. The upright breakwater structure based on H-piles and baffles according to claim 1, wherein: each layer of geogrid is formed by overlapping 3-5 geogrids.
4. The upright breakwater structure based on H-piles and baffles according to claim 1, wherein: each layer of geogrid is connected with the H-shaped piles in a hook connection mode.
5. The upright breakwater structure based on H-piles and baffles according to claim 1, wherein: the baffle is prefabricated by reinforced concrete.
6. The upright breakwater structure based on H-piles and baffles according to claim 1, wherein: the baffle is rectangular plate-shaped.
7. The upright breakwater structure based on H-piles and baffles according to claim 1, wherein: the upper structure is a reinforced concrete structure, and a raised water return nozzle structure is arranged on the upstream surface of the upper structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322279168.8U CN220724967U (en) | 2023-08-23 | 2023-08-23 | Vertical breakwater structure based on H-shaped piles and baffle plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322279168.8U CN220724967U (en) | 2023-08-23 | 2023-08-23 | Vertical breakwater structure based on H-shaped piles and baffle plates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220724967U true CN220724967U (en) | 2024-04-05 |
Family
ID=90489927
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322279168.8U Active CN220724967U (en) | 2023-08-23 | 2023-08-23 | Vertical breakwater structure based on H-shaped piles and baffle plates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220724967U (en) |
-
2023
- 2023-08-23 CN CN202322279168.8U patent/CN220724967U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102926328B (en) | Bridge waterside foundation pit excavation and support method and support wall structure | |
| CN201214785Y (en) | Cylinder moveable box reel type foundation structure member with rib pile | |
| CN109881627B (en) | Wave eliminating structure and installation method thereof | |
| CN220724967U (en) | Vertical breakwater structure based on H-shaped piles and baffle plates | |
| CN211646245U (en) | High-pile wharf and breakwater structure | |
| CN111576458A (en) | Inner support-free steel pipe pile cofferdam structure and construction method thereof | |
| CN209854663U (en) | Assembled ecological revetment structure | |
| CN214832816U (en) | Seepage-proofing and impact-resisting hydraulic cofferdam | |
| CN113047215A (en) | Middle plate pile high pile wharf structure | |
| CN204875662U (en) | Novel shaped steel antidetonation square pier | |
| CN210194534U (en) | Wave eliminating structure | |
| CN210887256U (en) | Straight combined sheet pile-ground wall-connecting type frame of water retaining cofferdam | |
| CN203498797U (en) | Slope type caisson breakwater with supporting piles and downward-inserted boxes | |
| CN108286240B (en) | Construction method of breakwater suitable for soft soil foundation | |
| CN220724968U (en) | Reinforced upright breakwater structure | |
| CN216973272U (en) | Staggered caisson wharf with cover plate | |
| CN117248493A (en) | H-shaped pile-based vertical breakwater construction method | |
| CN215857508U (en) | Combined ecological slope protection structure | |
| CN219671413U (en) | Anti-sinking anti-tilting composite anti-slide pile wall structure applied to deep soft soil stratum | |
| CN105200957B (en) | Pi-shaped pile foundation open-typepermeable bulwark with arc slab and design method of bulwark | |
| CN220953528U (en) | Semi-supporting retaining wall structure | |
| CN219862936U (en) | Air box type retaining wall | |
| CN211596805U (en) | Pond encloses fender structure under water | |
| CN217975539U (en) | Overwater bored cast-in-place pile for wharf power transformation and reinforcement | |
| CN214940371U (en) | Hydraulic engineering combination retaining wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |