CN218932999U - Sea wall connection structure - Google Patents
Sea wall connection structure Download PDFInfo
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- CN218932999U CN218932999U CN202222252787.3U CN202222252787U CN218932999U CN 218932999 U CN218932999 U CN 218932999U CN 202222252787 U CN202222252787 U CN 202222252787U CN 218932999 U CN218932999 U CN 218932999U
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- dovetail
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- 230000035939 shock Effects 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 4
- 230000001154 acute effect Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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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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Abstract
The utility model relates to a technical field of seawall structure especially relates to a seawall connection structure, and it includes the support stake, the support stake is provided with a plurality ofly along coastline direction, and is adjacent be provided with the connecting block between the support stake, the connecting block is used for connecting adjacently the support stake, adjacent one side that the support stake is close to each other all is provided with connecting portion, connecting portion and connecting block sliding connection, the dovetail has been seted up to connecting portion, the connecting block is provided with two dovetails, two the dovetails respectively with adjacent the dovetail of support stake is connected, adjacent be provided with corner stake between the support stake, the corner stake is provided with two connecting portions, two connecting portion all are connected with the support stake through the connecting block, two the orientation of the side at connecting portion place becomes certain contained angle. The sea wall shock resistance reinforcing device has the characteristics of capability of increasing sea wall shock resistance, stable structure and difficult looseness.
Description
Technical Field
The application relates to the technical field of seawall structures, in particular to a seawall connecting structure.
Background
There are often large ocean waves formed at the sea, which cause great damage to ports, coasts, buildings, etc., and thus, seawalls have been invented which can reduce the impact of ocean waves on ports, coasts, and buildings.
But the structure of the relevant seawall is not stable enough, the connecting structure between seawalls is not tight, the situation of loosening can occur after long-time wave impact, and even the seawall is toppled or shifted finally, so that the protection effect on the seawall and the port is lost.
Disclosure of Invention
In order to improve the protective effect of seawalls and increase the connection strength between the seawalls, the application provides a seawall connection structure.
The application provides a seawall connection structure adopts following technical scheme:
the utility model provides a seawall connection structure, its includes the support stake, the support stake is provided with a plurality ofly along coastline direction, and is adjacent be provided with the connecting block between the support stake, the connecting block is used for connecting adjacent the support stake.
By adopting the technical scheme, the supporting piles are sequentially connected through the connecting blocks and extend along the coastline to form the seawall capable of blocking sea waves. The connecting blocks enable the support piles to be tightly connected with each other, so that all the support piles are integrated. When the sea wave impacts the support piles, the sea wave impacts the local support piles, and the force applied by the local support piles is distributed to all the support piles, so that the impact resistance of the support piles is greatly enhanced.
Optionally, the adjacent support stake is close to each other one side all is provided with connecting portion, connecting portion and connecting block sliding connection.
Through adopting above-mentioned technical scheme, the supporting pile sets up the joint strength that connecting block can be increased to the connecting portion, makes supporting pile and connecting block connect inseparabler to make the supporting pile can bear bigger impact force, increased the supporting pile effect of shocking resistance. The connecting block is in sliding connection with the connecting part, so that the supporting piles and the connecting block are convenient to detach and install.
Optionally, the dovetail groove is set up at the connecting portion, the connecting block is provided with two dovetail blocks, two the dovetail blocks respectively with adjacent the dovetail groove of support stake is connected.
Through adopting above-mentioned technical scheme, dovetail and dovetail cooperation not only can increase connection structure intensity, can guarantee the smooth and easy installation and the dismantlement of connecting portion and connecting block moreover.
Optionally, the support stake is vertical to be set up, the length direction of dovetail and dovetail is vertical direction.
Through adopting above-mentioned technical scheme, the vertical setting of dovetail and forked tail piece can guarantee that the support stake bears bigger horizontal impact, and it is also more convenient when installing and dismantling.
Optionally, the support pile is hollow inside, and the upper end and the lower end of the support pile are communicated.
By adopting the technical scheme, under the premise that the hollow inside the supporting pile is ensured to resist sea wave impact, more used materials are saved, and the engineering cost is cheaper.
Optionally, corner piles are arranged between the adjacent supporting piles, the corner piles are provided with two connecting portions, the two connecting portions are connected with the supporting piles through connecting blocks, and a certain included angle is formed by the directions of the side faces where the two connecting portions are located.
By adopting the technical scheme, the shape of the coastline is irregular, and the extending direction of the coastline is usually varied, so that the extending direction of the support pile is required to be varied along with the variation of the coastline, thereby ensuring that the support pile is maximized and has a protective effect. The connecting portion of corner stake is connected with the support stake through the connecting block, and the side orientation that the connecting portion of corner stake is located can be acute angle, right angle and obtuse angle, so the support stake can increase corner stake in the extension process and change extending direction to constantly adapt to the coastline of change.
Optionally, corner piles are arranged between the adjacent support piles, the corner piles are provided with at least two connecting parts, the support piles are connected end to end and form a double-layer structure, and the connecting corners of the support piles are connected through the corner piles.
Through adopting above-mentioned technical scheme, corner stake sets up a plurality of connecting portions and can connect more support stake to structural strength between the support stake has been increased. The supporting piles are connected with the corner piles to form a double-layer structure, so that the impact resistance of the supporting piles can be improved, the corner piles are connected between the double layers, the double-layer supporting piles are called as a whole, and the integrity of the supporting piles is improved.
Optionally, the support stake is vertical to be set up, just the support stake is two-layer at least along vertical direction, and vertical direction is adjacent the support stake passes through the connecting block and connects.
Through adopting above-mentioned technical scheme, the connecting block links up vertical direction and the adjacent support stake of level to form an holistic module, increased the structural strength and the shock resistance of support stake. The multilayer support stake of vertical direction can adjust different protection height as required to deal with different wave heights, make support stake application scope wider, the protection area is bigger.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the plurality of support piles are connected through the connecting blocks to form a whole, so that the impact resistance effect of the support piles is improved, the connection strength between the support piles can be improved due to the fact that the dovetail grooves of the connecting parts are connected with the dovetail blocks of the connecting blocks, and more transverse impact can be resisted;
2. the corner piles are connected between the support piles, so that the extending direction of the support piles can be changed, and the support piles are suitable for complex and changeable coastline environments;
3. the corner piles are connected between the supporting piles to form a double-layer structure, and the double-layer structure has higher structural strength and can resist stronger wave impact.
Drawings
FIG. 1 is a schematic overall structure of a first embodiment of the present application;
FIG. 2 is a top view of a first embodiment of the present application;
FIG. 3 is a schematic overall structure of a second embodiment of the present application;
FIG. 4 is a partial structural top view of a third embodiment of the present application;
FIG. 5 is a partial structural top view of a fourth embodiment of the present application;
fig. 6 is a partial structural plan view of a fifth embodiment of the present application.
Reference numerals illustrate: 1. supporting piles; 11. a connection part; 12. a dovetail groove; 2. a connecting block; 21. dovetail blocks; 3. corner piles.
Detailed Description
The present application is described in further detail below in conjunction with fig. 1-6.
Embodiment one:
the embodiment of the application discloses a sea wall connection structure, referring to fig. 1 and 2, which comprises a support pile 1 and a connection block 2. The support pile 1 is vertically arranged, the support pile 1 is square, the inside of the support pile 1 is hollow, and the upper end and the lower end are communicated. The support piles 1 are arranged along the coastline in a plurality, and adjacent support piles 1 are connected through connecting blocks 2. The adjacent support piles 1 are provided with connecting portions 11 on the sides close to each other, the connecting portions 11 are recessed towards the inside of the support piles 1 to form connecting grooves, the shapes of the connecting grooves can be semicircular, square, dovetail, polygonal, irregular and the like, and the dovetail is taken as an example in the embodiment, namely, the connecting grooves are dovetail grooves 12. The connecting block 2 is composed of two symmetrical and fixedly connected dovetail blocks 21, the dovetail blocks 21 are connected with the dovetail groove 12 in a matched mode, and the dovetail blocks 21 slide in the vertical direction in the dovetail groove 12.
The implementation principle of the embodiment of the application is as follows:
firstly, the support piles 1 are vertically fixed on the coast, then the connecting blocks 2 are inserted into the dovetail grooves 12 of two adjacent support piles 1 from top to bottom, so that the dovetail blocks 21 are tightly attached to the dovetail grooves 12, all the support piles 1 are connected by repeating the above process, and a layer of seawall capable of blocking sea waves is formed. Wherein, the cooperation of the dovetail groove 12 and the dovetail block 21 can increase the connection strength between the adjacent support piles 1, each support pile 1 is difficult to incline to the side, so that all the support piles 1 are connected as a whole to resist sea waves together.
Embodiment two:
referring to fig. 3, this embodiment differs from the first embodiment in that: the vertical height of the support pile 1 is reduced, the support pile 1 is at least provided with two layers along the vertical direction, and the connecting block 2 penetrates through the multi-layer support pile 1 and connects the support piles 1 adjacent to each other along the vertical direction to form a whole.
The implementation principle of this embodiment is as follows:
the connecting blocks 2 are used for connecting the horizontally adjacent support piles 1 together and connecting the vertically multi-layer support piles 1 together, so that a plurality of adjacent support piles 1 form a group of support pile 1 modules, and a plurality of support pile 1 modules are spliced together to form the sea wall. The upper and lower multi-layer support piles 1 are more advantageous in adjusting the height of the seawall to cope with higher sea waves, and the support piles 1 having a reduced vertical height are more advantageous in transportation.
Embodiment III:
referring to fig. 4, the present embodiment differs from the first embodiment in that: the sea wall connecting structure further comprises a corner pile 3, wherein the corner pile 3 is provided with two connecting parts 11, the two connecting parts 11 are connected with other supporting piles 1, and the connecting modes of the corner pile 3 and the supporting piles 1 are the same. The two side surfaces of the two connecting parts 11 form a certain included angle, and the included angle can be an acute angle, a right angle or an obtuse angle.
The implementation principle of this embodiment is as follows:
the coastline is irregularly shaped, and the corner pile 3 can change the extending direction of the support pile 1, so that the support pile is better adapted to different coast shapes, and the application range of the support pile 1 is increased.
Embodiment four:
referring to fig. 5, the present embodiment differs from the third embodiment in that: the corner piles 3 are T-shaped and are correspondingly provided with three connecting parts 11, the end-to-end connection of the supporting piles 1 is realized, the corner piles 3 are used for connection, and finally, the double-layer seawall structure is formed.
The implementation principle of this embodiment is as follows:
the double-layer support piles 1 enable the seawall to be more stable, the strength of the protection structure of the seawall is increased, and the integrity of the plurality of support piles 1 and the corner piles 3 is improved.
Fifth embodiment:
referring to fig. 6, the present embodiment differs from the third embodiment in that: the corner pile 3 is an adapter pile, and at least four connecting parts 11 are provided, and four connecting parts are taken as an example in this embodiment.
The implementation principle of this embodiment is as follows:
the adapter piles can increase the type of connection shape of the support piles 1, and can be formed into a multi-directional and multi-layered structure to cope with a complex coastal environment.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (4)
1. A seawall connection structure which is characterized in that: including supporting stake (1), supporting stake (1) are provided with a plurality ofly along coastline direction, and is adjacent be provided with connecting block (2) between supporting stake (1), connecting block (2) are used for connecting adjacently supporting stake (1), supporting stake (1) inside cavity, and upper end and the lower extreme of supporting stake (1) link up, are adjacent be provided with corner stake (3) between supporting stake (1), corner stake (3) set up at least two connecting portion (11), two the orientation of the side at connecting portion (11) place becomes certain contained angle, connecting portion (11) and connecting block (2) sliding connection, a plurality of supporting stake (1) head-to-tail link up and form bilayer structure, the connection corner of supporting stake (1) is through corner stake (3) connection.
2. A seawall connecting structure according to claim 1, wherein: the connecting part (11) is provided with a dovetail groove (12), the connecting block (2) is provided with two dovetail blocks (21), and the two dovetail blocks (21) are respectively connected with the dovetail grooves (12) of the adjacent supporting piles (1).
3. A seawall connecting structure according to claim 2, wherein: the support piles (1) are vertically arranged, and the length directions of the dovetail grooves (12) and the dovetail blocks (21) are vertical.
4. A seawall connecting structure according to claim 1, wherein: the support piles (1) are vertically arranged, the support piles (1) are at least two layers in the vertical direction, and the support piles (1) adjacent to each other in the vertical direction are connected through the connecting blocks (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222252787.3U CN218932999U (en) | 2022-08-25 | 2022-08-25 | Sea wall connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222252787.3U CN218932999U (en) | 2022-08-25 | 2022-08-25 | Sea wall connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218932999U true CN218932999U (en) | 2023-04-28 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222252787.3U Active CN218932999U (en) | 2022-08-25 | 2022-08-25 | Sea wall connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218932999U (en) |
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2022
- 2022-08-25 CN CN202222252787.3U patent/CN218932999U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ding Mingqing Inventor after: Ye Zhili Inventor after: Cai Jinrong Inventor after: Ding Wenling Inventor before: Cai Jinrong Inventor before: Xue Jinghang Inventor before: Cai Hairong Inventor before: Cai Haijie |
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| CB03 | Change of inventor or designer information |