CN216712913U - Can assemble cascaded unrestrained pile plate structure of preventing - Google Patents
Can assemble cascaded unrestrained pile plate structure of preventing Download PDFInfo
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- CN216712913U CN216712913U CN202123071675.XU CN202123071675U CN216712913U CN 216712913 U CN216712913 U CN 216712913U CN 202123071675 U CN202123071675 U CN 202123071675U CN 216712913 U CN216712913 U CN 216712913U
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Abstract
The utility model discloses an assembled stepped wave-resisting pile plate structure, which comprises a plurality of vertical piles, a cap beam, a wave-facing plate and a top plate; the vertical piles comprise N vertical piles with different lengths, the vertical piles with different lengths are arranged in a step mode, and a plurality of groups of vertical piles with the same length are arranged in the same row; one end of each vertical pile is provided with a cap beam, each vertical pile is provided with a wave-facing plate through the cap beam, and one side of each wave-facing plate is connected with the adjacent wave-facing plate which is positioned below the front side of the wave-facing plate; the end face of the wave-facing plate, which is far away from the hat beam, is connected with a top plate, and the wave-facing plate is positioned on the vertical pile with the longest length; the wave-resistant pile plate has a simple and reasonable structure, is in a three-layer ladder shape, is small in wave penetration, and has good wave-resistant effect and stability; the windward plate is provided with the holes, so that normal circulation of seawater on two sides and normal swimming of fishes can be ensured, silt accumulation on the beach is prevented, and the ecological environment is slightly influenced; the structural components of the wave-resistant pile plate can be prefabricated, assembled and built, the construction cost is low, and the wave-resistant pile plate has good economic benefit and popularization and application value.
Description
Technical Field
The utility model relates to the technical field of port hydraulic buildings, in particular to an assembled stepped wave-proof pile plate structure.
Background
The wave-proof structure is an important hydraulic structure for port and offshore engineering, is positioned at the periphery of a port water area, can prevent waves, drift sand and ice from directly invading a port area, forms a shielded water area in the port, maintains the water level in the port stable and protects the port from being influenced by severe weather; with the continuous development of offshore engineering infrastructure construction in China, the design of a novel wave-proof structure which accords with economy, ecology and structural reliability is a technical problem which needs to be solved urgently at present.
At present, the common wave structures mainly include:
(1) a stable gravity type wave-proof structure is maintained by the dead weight of the structure;
(2) the floating wave-resisting structure of the stabilizing system is formed by the buoyancy of the structure and the anchoring equipment.
Both of these two types of wave-proof structures have good wave-proof performance, but still have some disadvantages, such as: the gravity type wave-proof structure cannot be directly applied to a soft soil foundation, has large floor area and high manufacturing cost, and is not beneficial to ecological environment; the floating wave-proof structure is difficult to be applied under shallow water conditions, and the structural strength and stability are difficult to be ensured.
Disclosure of Invention
In the prior art, the utility model aims to provide a wave-resisting pile plate structure which is convenient to install and reasonable in structure.
In order to achieve the purpose, the utility model provides the following technical scheme:
an assembled stepped wave-proof pile plate structure comprises a plurality of vertical piles, cap beams, wave-facing plates and a top plate; the vertical piles comprise N vertical piles with different lengths, wherein N is a natural number greater than 2; the vertical piles with different lengths are arranged in a step mode, and a plurality of groups of vertical piles with the same length are arranged in the same row; one end of each vertical pile is provided with a cap beam, each vertical pile is provided with a wave-facing plate through the cap beam, and one side of each wave-facing plate is connected with the adjacent wave-facing plate below the front side of the wave-facing plate; and the end surface of the wave-facing plate far away from the hat beam is connected with a top plate, and the wave-facing plate is positioned on the hat beam with the longest length and arranged on the vertical piles.
Furthermore, one end of the vertical piles, which is far away from the cap beam, is vertically driven into the ground, and the vertical piles are arranged in N rows along the direction of the coastline; the vertical piles are arranged in an increasing manner in length along the direction from the bank, and the vertical pile with the shortest length is positioned on one side far away from the bank; and one end of the vertical pile, which is close to the cap beam, is provided with an external reserved steel bar.
Furthermore, the cross section of the cap beam along the length direction is in an isosceles trapezoid shape, the cap beam is transversely arranged on the top ends of the multiple groups of vertical piles with the same height, and the end face, far away from the vertical piles, of the cap beam is a relatively small end face.
Furthermore, a plurality of external reserved steel bars and reserved concrete pouring holes are formed in the end face, far away from the vertical pile, of the cap beam, and the reserved concrete pouring holes penetrate through the cap beam; the outside is reserved the reinforcing bar and is reserved concrete placement hole equidistance setting each other, the outside of erecting the stake setting is reserved the reinforcing bar and is planted in reserving concrete placement hole.
Furthermore, the cross section of the wave-facing plate along the length direction is in a hook shape, an installation groove used for embedding the hat beam is arranged on the end face, close to the hat beam, of the wave-facing plate, and the installation groove is matched with the hat beam.
Furthermore, a plurality of external reserved steel bars and reserved concrete pouring holes are formed in the end face, far away from the hat beam, of the wave-facing plate, and the reserved concrete pouring holes penetrate through the wave-facing plate; the external reserved steel bars and the reserved concrete pouring holes are arranged at intervals and at equal intervals, and the external reserved steel bars arranged on the cap beam are inserted into the reserved concrete pouring holes arranged on the wave-facing plates.
Furthermore, one side of the wave-facing plate, which is far away from the shore, is provided with an extension part extending obliquely downwards, and the extension part is connected to the end surface, which is located below the front side of the wave-facing plate and is far away from the hat beam, of the adjacent wave-facing plate; a plurality of small holes arranged side by side are formed in an extending part arranged on the wave-facing plate, and the wave-facing plate is positioned on the vertical pile with the shortest length; the extending part of the wave-facing plate is provided with a large hole, and the wave-facing plate is positioned on the vertical pile with the relatively medium length.
Furthermore, a plurality of groups of reserved concrete pouring holes are formed in one side, away from the cap beam, of the extending portion, and external reserved steel bars arranged on the windward plates connected with the extending portion are inserted into the reserved concrete pouring holes.
Furthermore, the top plate is a square thin plate, multiple groups of reserved concrete pouring holes are formed in the top plate, the reserved concrete pouring holes are located right above external reserved steel bars arranged on the wave-facing plate, and the top plate is used for effectively preventing wave crossing.
Furthermore, a plurality of internal reserved steel bars are arranged in the reserved concrete pouring holes formed in the cap beam, the wave-facing plate and the top plate; the internal reserved steel bars are connected with the external reserved steel bars inserted into the reserved concrete pouring holes, and concrete is poured into the reserved concrete pouring holes.
Compared with the prior art, the utility model has the beneficial effects that:
according to the technical scheme, the wave-resistant pile plate structure consists of piles, cap beams and a wave-facing plate, wherein a square thin plate is arranged at the top of the wave-resistant pile plate structure, and the whole wave-facing plate structure is arranged in a three-layer step shape; the vertical piles are driven into the ground to serve as a foundation and are connected with the wave-facing plate through the cap beams, and the structure of the vertical piles is applicable to soft soil geological regions.
According to the technical scheme, the wave-proof pile plate is simple and reasonable in structure, is in a three-layer stepped shape, is small in wave penetration, and is good in wave-proof effect and stability; the windward plate is provided with the holes, so that normal circulation of seawater on two sides and normal swimming of fishes can be ensured, silt accumulation on the beach is prevented, and the ecological environment is slightly influenced; the structural components of the wave-resistant pile plate can be prefabricated, assembled and built, the construction cost is low, and the wave-resistant pile plate has good economic benefit and popularization and application value.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic three-dimensional structure diagram of the wave-resisting pile plate structure of the utility model.
Fig. 2 is a schematic front structural view of the wave-resisting pile plate structure of the present invention.
Fig. 3 is a schematic side structure view of the wave-resisting pile plate structure of the present invention.
Fig. 4 is a schematic top view of the cap beam of the present invention.
Fig. 5 is a schematic top view of a wave-receiving plate according to the present invention.
The figures are labeled as follows:
1-vertical piles, 2-wave-facing plates, 3-cap beams, 4-top plates, 21-small holes,
22-big hole, 23-extension part, 51-external reserved steel bar,
52-reserving reinforcing steel bars inside and 53-reserving concrete pouring holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to one of fig. 1-5, the present invention provides a technical solution:
a kind of assembling ladder-type wave-proof pile plate structure, including several vertical piles 1, cap beam 3, windward board 2, roof 4;
as shown in fig. 1 to 3, the vertical piles 1 include N kinds of vertical piles 1 with different lengths, where N is a natural number greater than 2; the vertical piles 1 with different lengths are arranged in a step mode, and a plurality of groups of vertical piles with the same length are arranged in the same row; one end of the vertical pile 1 is provided with a cap beam 3, the vertical pile 1 is provided with wave-facing plates 2 through the cap beam 3, and one side of each wave-facing plate 2 is connected with the adjacent wave-facing plate 2 which is positioned below the front side of the wave-facing plate 2; the end face, far away from the hat beam 3, of the wave-facing plate 2 is connected with a top plate 4, and the wave-facing plate 2 is located on the hat beam 3 arranged on the vertical pile 1 with the longest length.
Further, one end of the vertical piles 1, which is far away from the cap beam 3, is vertically driven into the ground, and the vertical piles 1 are arranged in N rows along the direction of the coastline; the vertical piles 1 are arranged in the direction from the shore, the lengths of the vertical piles are sequentially increased in an increasing mode, and the vertical pile 1 with the shortest length is located on one side far away from the shore; one end of the vertical pile 1 close to the cap beam 3 is provided with an external reserved steel bar 51.
In the present embodiment, the pickets 1 comprise N different lengths of pickets 1, where N is 3; therefore, the vertical piles 1 are vertical piles with three lengths of short vertical piles, middle-long vertical piles and long vertical piles respectively; the vertical piles 1 are distributed in three rows along the direction of the coastline, and the vertical piles 1 are arranged in the direction towards the bank side in a sequentially increasing mode in length; wherein, short vertical pile is located the one side of keeping away from the bank, and long vertical pile is located the one side of being close to the bank, and well long vertical pile is located between the two.
Meanwhile, one end of the vertical pile 1, which is far away from the cap beam 3, is vertically driven into the ground, and the heights of the other ends of the vertical piles 1, which are not driven into the ground, are sequentially and progressively increased towards the shore direction; the vertical pile 1 is adopted as a basic structure in the wave-resistant pile plate structure, and the wave-resistant pile plate structure is suitable for soft soil geological regions.
As shown in fig. 3 and 4, the cross section of the cap beam 3 along the length direction thereof is isosceles trapezoid, the cap beam 3 is transversely arranged on the top ends of a plurality of groups of vertical piles 1 with the same height, and the end surface of the cap beam 3 far away from the vertical piles 1 is a relatively small end surface; a plurality of external reserved steel bars 51 and reserved concrete pouring holes 53 are formed in the end face, far away from the vertical pile 1, of the cap beam 3, and the reserved concrete pouring holes 53 penetrate through the cap beam 3; the external reserved steel bars 51 and the reserved concrete pouring holes 53 are arranged at equal intervals, and the external reserved steel bars 51 arranged on the vertical piles 1 are inserted into the reserved concrete pouring holes 53.
Furthermore, the cross section of the cap beam 3 along the length direction is in an isosceles trapezoid shape, the cap beam 3 is embedded in the installation groove of the wave-facing plate 2, and the cap beam 3 is matched with the installation groove; so that the windward plate 2 can be quickly mounted on the hat rail 3.
Wherein, one cap beam 3 sets up on the vertical pile 1 of multiunit the same length to the cap beam 3 that makes setting up on the vertical pile 1 is more steady and firm.
As shown in fig. 3 and 4, the cross section of the wave-facing plate 2 along the length direction thereof is hook-shaped, and the end surface of the wave-facing plate 2 close to the hat beam 3 is provided with a mounting groove for embedding the hat beam 3 therein, and the mounting groove is matched with the hat beam 3; a plurality of external reserved steel bars 51 and reserved concrete pouring holes 53 are formed in the end face, far away from the hat beam 3, of the wave-facing plate 2, and the reserved concrete pouring holes 53 penetrate through the wave-facing plate 2; the external reserved steel bars 51 and the reserved concrete pouring holes 53 are arranged at equal intervals, and the external reserved steel bars 51 arranged on the cap beam 3 are inserted into the reserved concrete pouring holes 53 arranged on the wave-facing plate 2.
As shown in fig. 1 and 2, an extending portion 23 extending obliquely downward is provided on a side of the wave-facing plate 2 away from the shore, and the extending portion 23 is connected to an end surface of the adjacent wave-facing plate 2 away from the hat beam 3 and located below the front side of the extending portion 23; one side of extension 23 keeping away from cap roof beam 3 is provided with the reserved concrete placement hole 53 of multiunit, and the outside reserved reinforcing bar 51 that sets up on the board of facing 2 that links to each other with extension 23 is inserted in reserved concrete placement hole 53.
The cross section of the wave-facing plate 2 along the length direction is hook-shaped, one side of the wave-facing plate 2 far away from the shore is provided with the extension part 23, and the extension part is connected to the top end of the adjacent wave-facing plate 2 below the front side of the extension part; thereby the wave-facing plates 2 are mutually connected with the wave-facing plates 2 and form an integral wave-facing plate 2; thereby the structural strength and the wave resistance of the wave-resistant pile plate structure are improved.
Furthermore, a plurality of small holes 21 arranged side by side are formed in an extending part 23 arranged on one wave-facing plate 2, and the wave-facing plate 2 is positioned on the vertical pile 1 with the shortest length; a large hole 22 is opened on the extension part 23 of the wave-facing plate 2, and the wave-facing plate 2 is positioned on the vertical pile 1 with the relatively medium length.
In the present embodiment, the pickets 1 comprise N different lengths of pickets 1, where N is 3; therefore, the wave-facing plates 2 are the wave-facing plates 2 with three lengths of the lower layer wave-facing plate, the middle layer wave-facing plate and the upper layer wave-facing plate respectively; the wave-facing plates 2 are arranged in three rows along the direction of the coastline, and the wave-facing plates 2 are arranged in a step shape towards the shore; the lower wave-facing plate is positioned on one side far away from the side bank, the upper wave-facing plate is positioned on one side close to the side bank, and the middle wave-facing plate is positioned between the lower wave-facing plate and the middle wave-facing plate.
Wherein, a plurality of small holes 21 arranged side by side are arranged on the extending part 23 arranged on the lower layer facing the wave plate, and a large hole 22 is arranged on the extending part 23 arranged on the middle layer facing the wave plate.
Further, under the condition of different water depths, the three wave-facing plates 2 play different roles; when the water surface is lower than the lower-layer wave-facing plate, the lower-layer wave-facing plate plays a main wave-preventing role, and the small holes 21 are communicated with sea areas on two sides for fish to freely enter and exit, so that silt is prevented from accumulating; when the water surface is between the wave-facing plates 2, the middle wave-facing plate plays a direct wave-preventing role, the lower wave-facing plate plays a wave-dissipating role, and the large hole 22 is matched with the small hole 21 to enhance the seawater continuity of the shallow water area and the deep water area; when the water surface is higher than the middle wave-facing plate, the upper wave-facing plate plays a main wave-preventing role, and the wave-facing plates 2 play a role of dissipating waves together.
As shown in fig. 1 and 4, the top plate 4 is a square thin plate, multiple groups of reserved concrete pouring holes 53 are formed in the top plate 4, the reserved concrete pouring holes 53 are located right above the external reserved steel bars 51 arranged on the wave-facing plate 2, and the top plate 4 is used for effectively preventing waves from passing through.
Further, the top plate 4 is arranged at the top end of the wave-facing plate 2 at the uppermost layer, so that the wave crossing of the seawater is effectively prevented.
Furthermore, a plurality of internal reserved steel bars 52 are arranged in reserved concrete pouring holes 53 formed in the hat beam 3, the wave-facing plate 2 and the top plate 4; the internal reserved steel bars 52 are connected with the external reserved steel bars 51 inserted into the reserved concrete pouring holes 53, and concrete is poured into the reserved concrete pouring holes 53.
Reserved concrete pouring holes 53 are formed in the hat beam 3, the wave-facing plate 2 and the top plate 4, external reserved steel bars 51 arranged on components connected with the reserved concrete pouring holes are bound on the internal reserved steel bars 52, and the internal reserved steel bars 52 in the reserved concrete pouring holes 53 are matched with the external reserved steel bars 51; meanwhile, concrete is poured into the reserved concrete pouring hole 53.
Therefore, the installation mode enables the wave-resistant pile plate structure to be flexible and efficient, all components of the wave-resistant pile plate can be prefabricated and produced in a factory and can be directly assembled and installed on site.
Wherein, the connection step of wave-resistant pile plate structure is as follows:
wherein, one end of the vertical piles 1 far away from the cap beam 3 is vertically driven into the ground, and the vertical piles 1 are arranged in 3 rows along the direction of the coastline; vertical pile 1 is toward bank direction and its length is and increases progressively in proper order and arranges, and shortest length vertical pile 1 is located the one side of keeping away from the bank.
Arranging a plurality of cap beams 3 on the vertical piles 1 with different heights respectively, and transversely arranging the same cap beam 3 on a plurality of groups of vertical piles 1 with the same height; the wave-facing plate 2 is arranged on the hat beam 3, and the extension part 23 of the wave-facing plate 2 is adjacent to the top end of the adjacent wave-facing plate 2 below the front side of the wave-facing plate; and the top plate 4 is arranged at the top end of the wave-facing plate 2 at the uppermost layer.
When two adjacent assemblies are installed, the external reserved steel bars 51 arranged on one assembly and the internal reserved steel bars 52 arranged on the connected assembly are mutually bound and connected, and concrete is poured into the reserved concrete pouring holes 53, so that the two assemblies are connected into a whole.
As shown in fig. 1 to 3, the specific size of the wave-resisting pile plate structure is determined by the actual marine environment conditions, the ratio of the height to the width of the wave-facing plate should not be too large, and if the structure size needs to be enlarged, the structure can be realized by increasing the number of layers of the wave-facing plate.
Wherein, the vertical piles 1 comprise N vertical piles 1 with different lengths (wherein N is a natural number more than 2), and N can be 3, 4, 5, 6, 7 and the like; therefore, the number of the arranged wave-facing plates 2 with the small holes 21 can be increased or decreased according to the actual marine environment, and the number of the arranged wave-facing plates 2 with the large holes 22 can be increased or decreased according to the actual marine environment.
In conclusion, the wave-proof pile plate is simple and reasonable in structure, is in a three-layer stepped shape, and is small in wave penetration, good in wave-proof effect and good in stability; the windward plate 2 is provided with holes, so that normal circulation of seawater on two sides can be ensured, fishes can swim normally, silt accumulation on beaches is prevented, and the influence on the ecological environment is small; the wave-proof pile plate structure component can be produced in a prefabricated mode, is built in an assembling mode, is low in construction cost, and has good economic benefits and popularization and application values.
In the description herein, references to the description of "one embodiment," "an example," "a specific example" or the like are intended to mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the utility model. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the utility model disclosed above are intended to be illustrative only. The preferred embodiments are not exhaustive and do not limit the utility model to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the utility model and the practical application, to thereby enable others skilled in the art to best understand the utility model for and utilize the utility model. The utility model is limited only by the claims and their full scope and equivalents.
Claims (10)
1. The utility model provides a cascaded wave-resistant pile plate structure of assemblability which characterized in that: comprises a plurality of vertical piles (1), cap beams (3), wave-facing plates (2) and a top plate (4); the vertical piles (1) comprise N vertical piles (1) with different lengths, wherein N is a natural number more than 2; the vertical piles (1) with different lengths are arranged in a step mode, and a plurality of groups of vertical piles (1) with the same length are arranged in the same row; one end of each vertical pile (1) is provided with a cap beam (3), each vertical pile (1) is provided with a wave-facing plate (2) through the cap beam (3), and one side of each wave-facing plate (2) is connected with the adjacent wave-facing plate (2) which is positioned below the front side of the wave-facing plate (2); and a top plate (4) is connected to the end face, away from the hat beam (3), of the wave-facing plate (2), and the wave-facing plate (2) is located on the hat beam (3) with the longest length, wherein the hat beam (3) is arranged on the vertical pile (1).
2. An assemblable stepped wave breaker panel structure according to claim 1, wherein: one end of each vertical pile (1) far away from the cap beam (3) is vertically driven into the ground, and the vertical piles (1) are arranged in N rows along the direction of a shoreline; the vertical piles (1) are arranged in an increasing manner in the direction from the shore, the lengths of the vertical piles are sequentially increased, and the vertical pile (1) with the shortest length is positioned on one side far away from the shore; and one end of the vertical pile (1) close to the cap beam (3) is provided with an external preformed steel bar (51).
3. An assemblable stepped wave breaker panel structure according to claim 1, wherein: the cross section of cap roof beam (3) along its length direction is for being isosceles trapezoid, cap roof beam (3) are horizontal in the multiunit height is the same on the top of vertical pile (1), and the terminal surface that vertical pile (1) was kept away from in cap roof beam (3) is relatively less terminal surface.
4. An assemblable stepped wave breaker panel structure according to claim 3, wherein: a plurality of external reserved steel bars (51) and reserved concrete pouring holes (53) are formed in the end face, far away from the vertical pile (1), of the cap beam (3), and the reserved concrete pouring holes (53) penetrate through the cap beam (3); the external reserved steel bars (51) and the reserved concrete pouring holes (53) are arranged at equal intervals, and the external reserved steel bars (51) arranged on the vertical piles (1) are inserted into the reserved concrete pouring holes (53).
5. The assemblable stepped wave breaker structure according to claim 1, wherein: the cross section of the wave-facing plate (2) along the length direction is in a hook shape, a mounting groove used for embedding the hat beam (3) is formed in the end face, close to the hat beam (3), of the wave-facing plate (2), and the mounting groove is matched with the hat beam (3).
6. An assemblable stepped wave breaker panel structure according to claim 5, wherein: the end face, far away from the hat beam (3), of the wave-facing plate (2) is provided with a plurality of external reserved steel bars (51) and reserved concrete pouring holes (53), and the reserved concrete pouring holes (53) penetrate through the wave-facing plate (2); the external reserved steel bars (51) and the reserved concrete pouring holes (53) are arranged at equal intervals, and the external reserved steel bars (51) arranged on the hat beam (3) are inserted into the reserved concrete pouring holes (53) arranged on the windward plates (2).
7. The assemblable stepped wave breaker structure according to claim 6, wherein: one side of the wave-receiving plate (2) far away from the shore is provided with an extension part (23) extending obliquely downwards, and the extension part (23) is connected to the end surface of the adjacent wave-receiving plate (2) far away from the hat beam (3) and positioned below the front side of the extension part; a plurality of small holes (21) arranged side by side are formed in an extending part (23) arranged on the wave-facing plate (2), and the wave-facing plate (2) is positioned on the vertical pile (1) with the shortest length; a large hole (22) is formed in an extending part (23) arranged on the wave-facing plate (2), and the wave-facing plate (2) is positioned on a vertical pile (1) with a relatively medium length.
8. An assemblable stepped wave breaker panel structure according to claim 7, wherein: one side of the extending portion (23) far away from the cap beam (3) is provided with multiple groups of reserved concrete pouring holes (53), and external reserved steel bars (51) arranged on the wave-facing plate (2) connected with the extending portion (23) are inserted into the reserved concrete pouring holes (53).
9. An assemblable stepped wave breaker panel structure according to claim 1, wherein: the roof plate (4) is a square thin plate, multiple groups of reserved concrete pouring holes (53) are formed in the roof plate (4), and the reserved concrete pouring holes (53) are located right above external reserved steel bars (51) arranged on the wave-facing plate (2); the roof panel (4) is used to effectively prevent overtopping.
10. An assemblable stepped wave breaker panel structure according to claim 1, wherein: a plurality of internal reserved steel bars (52) are arranged in reserved concrete pouring holes (53) formed in the cap beam (3), the wave-facing plate (2) and the top plate (4); the internal reserved steel bars (52) are connected with external reserved steel bars (51) inserted into the reserved concrete pouring holes (53), and concrete is poured into the reserved concrete pouring holes (53).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123071675.XU CN216712913U (en) | 2021-12-08 | 2021-12-08 | Can assemble cascaded unrestrained pile plate structure of preventing |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123071675.XU CN216712913U (en) | 2021-12-08 | 2021-12-08 | Can assemble cascaded unrestrained pile plate structure of preventing |
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| CN216712913U true CN216712913U (en) | 2022-06-10 |
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| CN202123071675.XU Active CN216712913U (en) | 2021-12-08 | 2021-12-08 | Can assemble cascaded unrestrained pile plate structure of preventing |
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| CN (1) | CN216712913U (en) |
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2021
- 2021-12-08 CN CN202123071675.XU patent/CN216712913U/en active Active
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