CN119308258A - Wave energy dissipation mechanism, prefabricated concrete structure and wave-breaking wall - Google Patents
Wave energy dissipation mechanism, prefabricated concrete structure and wave-breaking wall Download PDFInfo
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- CN119308258A CN119308258A CN202411847438.3A CN202411847438A CN119308258A CN 119308258 A CN119308258 A CN 119308258A CN 202411847438 A CN202411847438 A CN 202411847438A CN 119308258 A CN119308258 A CN 119308258A
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- 230000021715 photosynthesis, light harvesting Effects 0.000 title claims abstract description 160
- 239000004567 concrete Substances 0.000 title claims abstract description 45
- 230000007246 mechanism Effects 0.000 title claims abstract description 36
- 230000001681 protective effect Effects 0.000 claims abstract description 29
- 238000009434 installation Methods 0.000 claims abstract description 27
- 239000013535 sea water Substances 0.000 claims abstract description 4
- 238000004806 packaging method and process Methods 0.000 claims description 5
- 239000011178 precast concrete Substances 0.000 claims description 5
- 230000009471 action Effects 0.000 abstract description 5
- 238000010521 absorption reaction Methods 0.000 abstract description 2
- 230000035939 shock Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000010009 beating Methods 0.000 description 4
- 238000001514 detection method Methods 0.000 description 4
- 230000007774 longterm Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
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- 238000000034 method Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 230000033001 locomotion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000007586 pull-out test Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000011374 ultra-high-performance concrete Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
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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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- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
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Abstract
本发明涉及一种海浪消能机构、混凝土预制结构及防浪墙，特别涉及混凝土预制结构减震技术领域，通过设置基座、消能部件以及防护罩，基座的两侧分别形成安装侧和工作侧，安装侧用于连接外部混凝土预制块，消能部件包括消能组件以及连接板，消能组件安装于工作侧，连接板安装于消能组件远离基座的一端，防护罩安装于连接板背离消能组件的一端，防护罩围设于连接板、消能组件以及基座的外周，且防护罩与基座滑动配合。在海浪消能机构进入海水区的情况下，防护罩被配置为在海浪的冲击力的作用下相对基座自工作侧朝安装侧滑动时，能将冲击力通过连接板传导至消能组件进行消能，实现对海浪产生的冲击力进行消除的功能，提升混凝土预制结构的使用寿命。
The present invention relates to a wave energy dissipation mechanism, a prefabricated concrete structure and a wave-breaking wall, and particularly to the technical field of shock absorption of prefabricated concrete structures. By setting a base, an energy dissipation component and a protective cover, the two sides of the base respectively form an installation side and a working side, the installation side is used to connect an external prefabricated concrete block, the energy dissipation component includes an energy dissipation component and a connecting plate, the energy dissipation component is installed on the working side, the connecting plate is installed on the end of the energy dissipation component away from the base, the protective cover is installed on the end of the connecting plate away from the energy dissipation component, the protective cover is arranged around the outer periphery of the connecting plate, the energy dissipation component and the base, and the protective cover is slidably matched with the base. When the wave energy dissipation mechanism enters the seawater area, the protective cover is configured to slide from the working side to the installation side relative to the base under the action of the impact force of the waves, and the impact force can be transmitted to the energy dissipation component through the connecting plate for energy dissipation, thereby achieving the function of eliminating the impact force generated by the waves and improving the service life of the prefabricated concrete structure.
Description
Technical Field
The invention relates to the technical field of concrete precast structure shock absorption, in particular to a sea wave energy dissipation mechanism, a concrete precast structure and a wave wall.
Background
The wave as the wave on the water surface formed by the ocean under the action of wind has strong energy and causes damage to the coastal buildings. In order to defend against wave invasion, a shelter water area is formed, and the coastal wave-proof dykes and dams become necessary hydraulic structures, are positioned at the periphery of the sea area and are important components of the sea area. In coast protection engineering, sea wave energy dissipation concrete prefabricated structure technology has been developed, and the development path mainly surrounds improvement of durability, stability and energy dissipation efficiency of the protection structure. Early technologies focused mainly on the physical protection capabilities of the structure, and as technology progressed, ecological compatibility and environmental friendliness of the structure began to be emphasized, as well as innovative applications of materials, such as the use of recycled concrete and ultra-high performance concrete.
Currently, the technology of ocean wave energy dissipation concrete prefabricated structures has been developed to include various structural forms, such as high pile wharfs, sheet pile wharfs, pile foundation permeable breakwaters and the like. These structures are mainly subjected to horizontal loads including seismic action, ship impact loads, wave action, etc. In the aspect of seismic performance, the research of the assembled high-pile wharf is concentrated, and the research of the seismic performance of the sheet pile wharf and the pile foundation open type breakwater is relatively less. In addition, in order to improve the energy dissipation effect of the structure, researchers have developed novel sheet pile structural forms, such as unloading type sheet pile wharfs, blind type sheet pile wharfs, steel pipe sheet pile wharfs and the like, and the berthing capacity of the sheet pile wharfs is improved by reducing the soil pressure in front of the sheet piles or increasing the bending rigidity of the sheet piles. In the aspect of construction technology, the development of the full prefabricated part assembling and scheduling method ensures that the transportation and the installation of prefabricated parts are more accurate and efficient.
Although the technology of ocean wave energy dissipation concrete precast structures has advanced to some extent, some disadvantages still exist. The coast breakwater in the prior art is mainly controlled by using a concrete prefabricated structure, and can realize the coast protection function, but is easy to damage due to long-term flapping of sea waves in the actual protection process, so that the service life is influenced.
Disclosure of Invention
The invention mainly aims to provide a wave energy dissipation mechanism, a concrete prefabricated structure and a wave wall, and aims to solve the technical problem that the concrete prefabricated structure is damaged due to long-term beating of waves when the concrete prefabricated structure is used for wave prevention in the related art, and the service life is influenced.
In order to achieve the above object, the present invention provides an ocean wave energy dissipation mechanism, comprising:
The base, both sides of the said base form the installation side and working side separately, the said installation side is used for connecting the external concrete precast block;
the energy dissipation component comprises an energy dissipation assembly and a connecting plate, wherein the energy dissipation assembly is arranged on the working side, the connecting plate is arranged at one end of the energy dissipation assembly far away from the base, and
The protection cover is arranged at one end, away from the energy dissipation assembly, of the connecting plate, the protection cover is arranged on the peripheries of the connecting plate, the energy dissipation assembly and the base in a surrounding mode, and the protection cover is in sliding fit with the base;
under the condition that the ocean wave energy dissipation mechanism enters an ocean water area, the protective cover is configured to conduct impact force to the energy dissipation assembly through the connecting plate to dissipate energy when the protective cover slides from the working side to the installation side relative to the base under the action of the impact force of ocean waves.
In one embodiment, the energy dissipating assembly comprises:
The connecting column is connected with the connecting plate at one end and extends away from the base at the other end at intervals;
The energy dissipation base is arranged on the base, the connecting columns and the energy dissipation base are distributed at intervals, and
The first energy dissipation spring is sleeved on the periphery of the connecting column, two ends of the first energy dissipation spring are respectively connected with the connecting plate and the energy dissipation seat, and the first energy dissipation spring can stretch in the direction from the working side to the installation side.
In one embodiment, the energy dissipating base comprises:
the mounting frame is connected with the base, an accommodating space is formed in the mounting frame, a sealing frame which is arranged in a net shape is formed on one side of the mounting frame facing the connecting plate, and
The energy dissipation layer is arranged in the accommodating space, and is connected with the first energy dissipation spring, and the first energy dissipation spring is arranged at intervals with the packaging frame.
In an embodiment, the energy dissipation assembly further includes a plurality of second energy dissipation springs, the second energy dissipation springs are circumferentially distributed at intervals on the periphery of the connecting plate, two ends of each second energy dissipation spring along the extending direction of the second energy dissipation spring are respectively a connecting end and a sliding end, the connecting ends are connected with the connecting plate, the sliding ends are in sliding butt with the inner wall of the protective cover, and the second energy dissipation springs can stretch in the extending direction of the second energy dissipation springs.
In an embodiment, the inner side wall of the protective cover is formed with sliding grooves which are consistent with the second energy dissipation springs in number and are arranged in one-to-one correspondence, the sliding ends are in sliding fit with the corresponding sliding grooves, and the sliding grooves extend along the direction from the working side to the installation side.
In an embodiment, the number of the connecting columns is multiple, the connecting columns are distributed on the connecting plates at intervals, and the first energy dissipation springs are sleeved outside Zhou Jun of each connecting plate.
In one embodiment, the energy dissipation layer is made of an elastic rubber.
In one embodiment, the periphery of the protective cover is provided with guide grooves which are arranged in a wave shape.
Based on the same technical concept, the invention also provides a concrete prefabricated structure, which comprises:
a sea wave energy dissipation mechanism according to the first aspect, and
And the concrete precast block is connected with the installation side.
Based on the same technical concept, in a third aspect, the invention further provides a wave wall, which comprises a plurality of concrete prefabricated structures in the second aspect, wherein hinge positions are formed on the periphery of each concrete prefabricated block, and the concrete prefabricated structures are mutually hinged through the hinge positions to form the wave wall.
According to the technical scheme, when the ocean wave energy dissipation mechanism is used, under the condition that an ocean wave energy dissipation mechanism enters a sea water area, the protective cover is configured to conduct impact force to the energy dissipation assembly through the connecting plate to dissipate energy when the ocean wave energy dissipation mechanism slides from the working side to the installation side relative to the base, the function of eliminating the impact force generated by ocean waves is achieved, and further damage to a concrete prefabricated structure caused by the fact that the ocean wave impact force directly acts on the concrete prefabricated structure is avoided.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings may be obtained according to the structures shown in these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of a wave energy dissipation mechanism provided by the invention;
FIG. 2 is a schematic diagram of an exemplary embodiment of an ocean wave energy dissipation mechanism of the present invention;
FIG. 3 is a schematic structural view of an exemplary precast concrete structure of the present invention;
Fig. 4 is a schematic structural view of an exemplary blast wall according to the present invention.
Reference numerals illustrate:
100. The energy dissipation device comprises a base, 200 energy dissipation components, 210 energy dissipation assemblies, 220, connecting plates, 300, a protective cover, 211, connecting columns, 212, an energy dissipation seat, 213, a first energy dissipation spring, 214, a mounting frame, 215, an energy dissipation layer, 216, a second energy dissipation spring, 217, a chute, 310, a wave prevention groove, 10, a sea wave energy dissipation mechanism and 20, and a concrete precast block.
The achievement of the objects, functional features and advantages of the present invention will be further described with reference to the accompanying drawings, in conjunction with the embodiments.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the invention. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
It should be noted that, if directional indications (such as up, down, left, right, front, and rear are referred to in the embodiments of the present invention), the directional indications are merely used to explain the relative positional relationship, movement conditions, and the like between the components in a specific posture, and if the specific posture is changed, the directional indications are correspondingly changed.
In addition, if there is a description of "first", "second", etc. in the embodiments of the present invention, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In addition, if "and/or" and/or "are used throughout, the meaning includes three parallel schemes, for example," a and/or B "including a scheme, or B scheme, or a scheme where a and B are satisfied simultaneously. In addition, the technical solutions of the embodiments may be combined with each other, but it is necessary to base that the technical solutions can be realized by those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should be considered to be absent and not within the scope of protection claimed in the present invention.
The invention provides a sea wave energy dissipation mechanism.
Referring to fig. 1 to 4, in an embodiment of the present invention, the wave energy dissipating mechanism includes:
A base 100, both sides of the base 100 forming a mounting side and a working side, respectively, the mounting side being for connecting the external concrete precast block 20;
Energy dissipating member 200, energy dissipating member 200 comprising energy dissipating assembly 210 and connecting plate 220, energy dissipating assembly 210 being mounted on the working side, connecting plate 220 being mounted on the end of energy dissipating assembly 210 remote from base 100, and
The protection cover 300 is arranged at one end of the connecting plate 220, which is away from the energy dissipation assembly 210, the protection cover 300 is arranged on the periphery of the connecting plate 220, the energy dissipation assembly 210 and the base 100 in a surrounding manner, and the protection cover 300 is in sliding fit with the base 100;
In the event that the wave energy dissipating mechanism 10 enters the sea, the shield 300 is configured to conduct the impact force to the energy dissipating assembly 210 via the connection plate 220 for dissipating energy when slid from the working side toward the installation side with respect to the base 100 under the impact force of the wave.
In this embodiment, through setting up base 100, energy dissipation part 200 and protection casing 300, when using, the both sides of base 100 form installation side and working side respectively, the installation side is used for connecting outside concrete prefabricated section 20, energy dissipation part 200 includes energy dissipation subassembly 210 and connecting plate 220, energy dissipation subassembly 210 installs in the working side, connecting plate 220 installs in the one end that energy dissipation subassembly 210 kept away from base 100, protection casing 300 installs in the one end that connecting plate 220 kept away from energy dissipation subassembly 210, protection casing 300 encloses the periphery of locating connecting plate 220, energy dissipation subassembly 210 and base 100, and protection casing 300 and base 100 sliding fit, make when using, under the condition that wave energy dissipation mechanism 10 got into the sea water district, protection casing 300 is configured to be under the effect of the impact force of wave and slides towards the installation side from the working side relatively base 100, can conduct the impact force to energy dissipation subassembly 210 through connecting plate 220, the function of eliminating the impact force that the wave produced, and then can avoid directly acting on the prefabricated concrete structure from the impact force and damage to the prefabricated concrete structure that promotes, the life of prefabricated concrete structure has been avoided.
It should be particularly and specifically noted that in this embodiment, the exemplary shield 300 includes a skeleton and an energy absorbing cover mounted to the periphery of the skeleton, and the exemplary energy absorbing cover is preferably made of an elastic rubber.
In one embodiment, the energy dissipating assembly 210 includes:
the connecting column 211, one end of the connecting column 211 is connected with the connecting plate 220, and the other end extends away from the base 100 and is distributed at intervals with the base 100;
Energy dissipation base 212, energy dissipation base 212 mounted on base 100, connecting columns 211 spaced apart from energy dissipation base 212, and
The first energy dissipation spring 213, the first energy dissipation spring 213 is sleeved on the periphery of the connecting column 211, two ends of the first energy dissipation spring 213 are respectively connected with the connecting plate 220 and the energy dissipation base 212, and the first energy dissipation spring 213 can stretch in the direction from the working side to the installation side.
In this embodiment, by arranging the connecting post 211, the energy dissipation seat 212 and the first energy dissipation spring 213, when in use, the connecting plate 220 and the energy dissipation seat 212 are respectively connected by using the arranged first energy dissipation spring 213, so that when in use, the invention can eliminate the kinetic energy generated when the ocean wave flaps the protective cover 300 by using the cooperation of the arranged first energy dissipation spring 213 and the energy dissipation seat 212, thereby avoiding the ocean wave from directly flapping the concrete prefabricated structure and prolonging the service life of the concrete prefabricated structure.
It should be particularly and explicitly noted that the energy dissipating seat 212 illustrated in the present embodiment comprises:
a mounting frame 214, the mounting frame 214 being connected to the base 100, a receiving space being formed in the mounting frame 214, a packaging frame being formed in a net shape on a side of the mounting frame 214 facing the connection plate 220, and
The energy dissipation layer 215, the energy dissipation layer 215 is placed in the accommodation space, and the energy dissipation layer 215 is connected with the first energy dissipation spring 213, and the first energy dissipation spring 213 is arranged at intervals with the packaging frame.
In this embodiment, by arranging the mounting frame 214 and the energy dissipation layer 215, when in use, the energy dissipation layer 215 is matched with the first energy dissipation spring 213, so that the kinetic energy generated by the sea wave beating the protective cover 300 can be eliminated by utilizing the matching of the arranged energy dissipation layer 215 and the first energy dissipation spring 213 when in use, and the damage of the kinetic energy generated by the sea wave to the base 100 is avoided.
It is explicitly stated that in the present embodiment, the exemplary energy dissipation layer 215 is preferably an elastic energy dissipation plate made of elastic rubber.
In an embodiment, the energy dissipating assembly 210 further includes a plurality of second energy dissipating springs 216, the plurality of second energy dissipating springs 216 are circumferentially spaced apart on the outer periphery of the connecting plate 220, and two ends of each second energy dissipating spring 216 along the extending direction thereof are a connecting end and a sliding end respectively, the connecting end is connected with the connecting plate 220, the sliding end is slidably abutted to the inner wall of the protective cover 300, and the second energy dissipating springs 216 can stretch in the extending direction thereof.
In this embodiment, by arranging the plurality of second energy dissipation springs 216, the kinetic energy generated by the flapping of the ocean waves to the protective cover 300 can be eliminated by using the plurality of second energy dissipation springs 216, so that the effect of eliminating the kinetic energy generated by the flapping of the ocean waves to the protective cover 300 is improved, and the service life of the energy dissipation component 200 is ensured.
It is further explicitly stated that, in this embodiment, since the direction of the flapping of the ocean wave is not determined when the present invention is installed on the coastline, the present invention can avoid the collision damage between the protective cover 300 and the connecting plate 220 when in use by providing a plurality of second energy dissipation springs 216 between the connecting plate 220 and the protective cover 300 along the circumferential direction of the connecting plate 220, thereby improving the service life of the present invention.
In some alternative embodiments, the inner side wall of the protection cover 300 is formed with sliding grooves 217 which are provided in correspondence with the second energy dissipating springs 216 in number and one-to-one correspondence, the sliding ends are slidably engaged with the corresponding sliding grooves 217, and the sliding grooves 217 extend in the working side to mounting side direction.
In this embodiment, the inner wall of the protection cover 300 is provided with the sliding grooves 217 which are consistent with the second energy dissipation springs 216 in number and are arranged in a one-to-one correspondence manner, and the second energy dissipation springs 216 are in sliding fit with the sliding grooves 217, so that the connection stability between the connection plate 220 and the protection cover 300 can be ensured during use.
Of course, in order to ensure the energy dissipation effect, the outer periphery of the exemplary connection plate 220 is also provided with an energy dissipation layer 215 made of elastic rubber in use. By providing the energy dissipation layer 215 at the outer periphery of the connection plate 220, the energy dissipation effect on the second energy dissipation spring 216 can be ensured when the invention is used.
It can be clearly stated that the number of the connecting columns 211 is plural, the connecting columns 211 are distributed on the connecting plates 220 at intervals, and the outer Zhou Jun of each connecting plate 220 is sleeved with the first energy dissipation spring 213. And, the energy dissipation layer 215 is made of elastic rubber.
In this embodiment, by arranging the plurality of connecting columns 211 and enabling the plurality of connecting columns 211 to be distributed on the connecting plate 220 at intervals, the first energy dissipation springs 213 are arranged on the periphery of each connecting column 211, so that the invention can promote the effect of eliminating the kinetic energy generated by the sea wave received by the protective cover 300 when in use and flapping the protective cover 300. And, the energy dissipation layer 215 is made of elastic rubber.
In some alternative embodiments, the outer circumference of the shield 300 is formed with flow guide grooves provided in a wave shape.
In this embodiment, the wave preventing groove 310 is arranged on the periphery of the protection cover 300, so that the arranged wave preventing groove 310 can be used for reducing the direct flapping of the sea wave to the protection cover 300 and dispersing the sea wave when the energy dissipation mechanism is used, and the service life of the sea wave energy dissipation mechanism 10 is prolonged in an auxiliary manner.
Based on the same technical concept, the invention also provides a concrete prefabricated structure, which comprises:
The wave energy dissipating mechanism 10 of the first aspect, and
The concrete prefabricated section 20, the concrete prefabricated section 20 is connected with the installation side.
In this embodiment, by arranging the wave energy dissipation mechanism 10 and the concrete precast block 20, kinetic energy generated when the wave energy dissipation mechanism 10 is arranged is utilized to perform wave beating during use, so that the damage of the wave to the concrete precast block 20 can be avoided, the service life of the concrete precast block 20 is ensured, and the damage of the concrete precast block 20 to the concrete precast structure caused by the long-term wave beating is avoided.
Based on the same technical concept, the present invention also proposes a wave wall including a plurality of concrete prefabricated structures of the second aspect, the outer circumference of each concrete prefabricated block 20 being formed with hinge positions, the plurality of concrete prefabricated structures being hinged to each other through the hinge positions to form the wave wall.
The invention also provides a wave wall, which comprises a detection device and the wave energy dissipation mechanism 10, wherein the specific structure of the wave energy dissipation mechanism 10 refers to the embodiment, and the technical problem that the position of the coring machine cannot be changed because the wave wall adopts all the technical schemes of all the embodiments can be solved, and the lower position of the pier column can only be cored when the coring machine is used for coring the pier column in the related technology. Therefore, the above embodiments have at least all the advantages brought by the technical solutions of the above embodiments, and are not described herein in detail.
It should be noted that, the detection apparatus illustrated in the present embodiment may be, but is not limited to, an apparatus or a device capable of implementing a corresponding detection function in the prior art, and only application is performed in the present embodiment, and no improvement or design of a specific structure thereof is involved, so that a detailed description thereof is omitted herein. However, it may be exemplified that in the present embodiment, the exemplified detection device may be, but is not limited to, an apparatus or device capable of performing a related test such as a pressure test, a pull-out test, or the like.
The foregoing description is only exemplary embodiments of the present invention and is not intended to limit the scope of the invention, and all equivalent structural changes made by the description of the present invention and the accompanying drawings or direct/indirect application in other related technical fields are included in the scope of the present invention.
Claims (10)
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| CN202411847438.3A CN119308258B (en) | 2024-12-16 | 2024-12-16 | Wave energy dissipation mechanism, prefabricated concrete structure and wave-breaking wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN121611084A (en) * | 2026-02-03 | 2026-03-06 | 中交广州航道局有限公司 | Wave wall with active anti-seismic and wave-resistant functions and use method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205875050U (en) * | 2016-08-05 | 2017-01-11 | 招商局重庆交通科研设计院有限公司 | High energy dissipation buffer stop |
| WO2018010281A1 (en) * | 2016-07-13 | 2018-01-18 | 李建尧 | Anti-collision electrical cabinet capable of internal collision-force counteracting |
| CN212772186U (en) * | 2020-07-23 | 2021-03-23 | 中交第三航务工程勘察设计院有限公司 | A Rolling Floating Wharf Energy Dissipation Facility Adapting to Large Tidal Range |
| CN114000461A (en) * | 2021-11-01 | 2022-02-01 | 常州工学院 | A multi-stage composite energy dissipation device for river bank protection |
| CN114197402A (en) * | 2021-12-29 | 2022-03-18 | 中铁大桥勘测设计院集团有限公司 | Floating protective structure for reducing wave flow force |
| CN118911069A (en) * | 2024-10-12 | 2024-11-08 | 山东省水利科学研究院 | Construction method of prefabricated wave wall |
| CN222008782U (en) * | 2024-01-26 | 2024-11-15 | 安徽华电工程咨询设计有限公司 | Water surface floating reinforced concrete breakwater |
-
2024
- 2024-12-16 CN CN202411847438.3A patent/CN119308258B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018010281A1 (en) * | 2016-07-13 | 2018-01-18 | 李建尧 | Anti-collision electrical cabinet capable of internal collision-force counteracting |
| CN205875050U (en) * | 2016-08-05 | 2017-01-11 | 招商局重庆交通科研设计院有限公司 | High energy dissipation buffer stop |
| CN212772186U (en) * | 2020-07-23 | 2021-03-23 | 中交第三航务工程勘察设计院有限公司 | A Rolling Floating Wharf Energy Dissipation Facility Adapting to Large Tidal Range |
| CN114000461A (en) * | 2021-11-01 | 2022-02-01 | 常州工学院 | A multi-stage composite energy dissipation device for river bank protection |
| CN114197402A (en) * | 2021-12-29 | 2022-03-18 | 中铁大桥勘测设计院集团有限公司 | Floating protective structure for reducing wave flow force |
| CN222008782U (en) * | 2024-01-26 | 2024-11-15 | 安徽华电工程咨询设计有限公司 | Water surface floating reinforced concrete breakwater |
| CN118911069A (en) * | 2024-10-12 | 2024-11-08 | 山东省水利科学研究院 | Construction method of prefabricated wave wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN121611084A (en) * | 2026-02-03 | 2026-03-06 | 中交广州航道局有限公司 | Wave wall with active anti-seismic and wave-resistant functions and use method thereof |
| CN121611084B (en) * | 2026-02-03 | 2026-04-10 | 中交广州航道局有限公司 | Wave wall with active anti-seismic and wave-resistant functions and use method thereof |
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