CN216739452U

CN216739452U - Off-shore dike for protecting natural shoreline

Info

Publication number: CN216739452U
Application number: CN202121632443.4U
Authority: CN
Inventors: 吴佩雯
Original assignee: Shanghai Landscape Industry Co ltd
Current assignee: Shanghai Landscape Industry Co ltd
Priority date: 2021-07-16
Filing date: 2021-07-16
Publication date: 2022-06-14
Anticipated expiration: 2031-07-16

Abstract

The application discloses an off-shore dike for natural shoreline protection, which is applied to the field of off-shore dikes and solves the technical problems of poor impact resistance and stability of the off-shore dike; the method has the technical effects of improving the shock resistance of the off-shore embankment and improving the stability of the off-shore embankment.

Description

Off-shore dike for natural shoreline protection

Technical Field

The application relates to the technical field of an offshore bank, in particular to an offshore bank for natural shoreline protection.

Background

The offshore dike can buffer and block the waves rushing to the coast, and protect coastal facilities.

The prior Chinese patent with publication number CN2464772 discloses a permeable pile type offshore bank for beach protection and silt promotion, which is formed by arranging a plurality of piles, wherein a permeable gap is arranged between the piles.

In view of the above-mentioned related art, the inventors consider that there are defects of poor impact resistance and poor stability of the offshore bank.

SUMMERY OF THE UTILITY MODEL

In order to improve the shock resistance of the off-shore dyke, improve the stability of the off-shore dyke, the application provides an off-shore dyke for natural shoreline protection.

The application provides a pair of nature bank line is offshore dyke for protection adopts following technical scheme: the utility model provides a nature bank line is for protection from bank dyke, includes a plurality of spud piles, the lower extreme of spud pile is sharp form setting, the upper end of spud pile is provided with the fender water spare, and is adjacent be provided with the clearance between the fender water spare.

Through the technical scheme, the fixing piles are nailed into the sand layer on the seabed, so that the integral stability of the offshore bank is guaranteed.

The application is further configured to: the cross section of the fixing pile is in a cross shape.

Through above-mentioned technical scheme, make the spud pile insert more stably in the sand bed, difficult emergence is rotated.

The application is further configured to: the water blocking part comprises a rotating cylinder, a plurality of water blocking plates are arranged on the outer wall of the rotating cylinder, a rotating shaft is arranged at the upper end of the fixing pile, and the rotating cylinder is sleeved on the outer side of the rotating shaft.

Through above-mentioned technical scheme, reduce the impact of wave to the breakwater, change the direction that the wave is strikeed simultaneously to reach the effect of buffering the wave.

The application is further configured to: the upper end of pivot is provided with the spacing groove, spacing inslot inserts there is the spacing nail.

Through the technical scheme, the rotating barrel is limited through the limiting nail, and the stability of the rotating barrel is guaranteed.

The application is further configured to: and the outer wall of the upper end of the fixing pile is provided with a limiting block.

Through above-mentioned technical scheme, highly carrying on spacingly to rotating the section of thick bamboo through the stopper, prevent to rotate a section of thick bamboo and insert unable rotation in the sand bed.

The application is further configured to: the edge of stopper wears to be equipped with a plurality of reinforcement nails, the most advanced setting down of reinforcement nail.

Through above-mentioned technical scheme, consolidate and follow closely and make the stopper set up more stably to make the spud pile more stable.

The application is further configured to: and a reinforcing layer is arranged at the position of the limiting block.

Through the technical scheme, the limiting blocks are reinforced through the reinforcing layers, so that the fixing piles are more stable.

The application is further configured to: the limiting block is provided with a taper with an upward tip.

To sum up, the beneficial technical effect of this application does:

1. the fixing piles are nailed into the sand layer on the sea bottom, so that the integral stability of the offshore bank is ensured;

2. the impact of the sea waves on the water baffle is reduced, and the impact direction of the waves is changed, so that the effect of buffering the waves is achieved;

3. the reinforcing nail enables the limiting block to be set more stably, and therefore the fixing pile is more stable.

Drawings

Fig. 1 is an overall configuration diagram of the present embodiment;

fig. 2 is an exploded view showing the manner of connecting the rotary cylinders according to the present embodiment.

Description of the drawings, 1, a spud pile; 2. a rotating cylinder; 3. a water baffle; 4. a rotating shaft; 5. a limiting groove; 6. a limit pin; 7. a limiting block; 8. reinforcing the nail; 9. and a reinforcing layer.

Detailed Description

The present application is described in further detail below with reference to the attached drawings.

Example (b):

referring to fig. 1, the offshore bank for natural shoreline protection disclosed by the present application includes a plurality of spud piles 1, the lower ends of the spud piles 1 are set to be pointed, and the spud piles 1 are driven into a sand layer on the sea bottom. The cross section of spud pile 1 sets up to cross, makes spud pile 1 insert more stably in the sand bed, and difficult emergence is rotated. The upper ends of the fixing piles 1 are provided with water retaining pieces, and the fixing piles 1 are sequentially arranged and nailed into a sand layer on the seabed, so that gaps are formed among the water retaining pieces.

Referring to fig. 1, a limiting block 7 is fixed to the outer wall of the upper end of the fixing pile 1, and the insertion depth of the fixing pile 1 is limited by the limiting block 7. The edge of stopper 7 wears to be equipped with a plurality of nails 8 that consolidate, and during the most advanced of consolidating nail 8 inserted the sand bed in seabed, fix stopper 7, make stopper 7 set up more stably to make spud pile 1 more stable.

Referring to fig. 1, the water guard includes a rotary cylinder 2, and four water guards 3 are uniformly connected to an outer wall of the rotary cylinder 2. The upper end of the fixed pile 1 is coaxially connected with a rotating shaft 4, and the rotating cylinder 2 is sleeved outside the rotating shaft 4. When the breakwater 3 is impacted by the sea waves, thrust can be caused to the breakwater 3, and the rotating cylinder 2 rotates around the rotating shaft 4, so that the impact of the sea waves on the breakwater 3 is reduced, meanwhile, the direction of impact of the waves is changed, and the effect of buffering the waves is achieved.

Referring to fig. 1 and 2, the limiting block 7 is provided with a tip-up taper, and the limiting block 7 limits the height of the rotating cylinder 2 to prevent the rotating cylinder 2 from being inserted into a sand layer and being incapable of rotating. Limiting groove 5 has been seted up to the upper end of

pivot

4, and 5 female connection in limiting groove have a spacing nail 6, and the contact of the upper end of a nail cap lower extreme and a rotation section of thick bamboo 2 of spacing nail 6 is spacing to a rotation section of thick bamboo 2, prevents to rotate a section of thick bamboo 2 and drops from pivot 4. Limiting block 7 department is provided with back up coat 9, and back up coat 9 sets up to the rubble, consolidates the sand bed surface of spud pile 1 male through the rubble.

The implementation principle of the embodiment is as follows: the cross section of spud pile 1 sets up to cross, makes spud pile 1 insert more stably in the sand bed, and difficult emergence is rotated, and the most advanced of reinforcing nail 8 inserts the sand bed in seabed, makes spud pile 1 more stable, and when the breakwater 3 was strikeed to the wave, a rotating cylinder 2 revoluted axle 4 rotated, reduced the impact of wave to breakwater 3.

The embodiments of the present invention are preferred embodiments of the present application, and the scope of protection of the present application is not limited by the embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a nature bank line is for protection from bank dyke, a serial communication port, including a plurality of spud piles (1), the lower extreme of spud pile (1) is sharp form setting, the upper end of spud pile (1) is provided with water blocking spare, and is adjacent be provided with the clearance between the water blocking spare, water blocking spare is including rotating a section of thick bamboo (2), be provided with a plurality of breakwaters (3) on the outer wall of a rotation section of thick bamboo (2), the upper end of spud pile (1) is provided with pivot (4), it sets up the outside at pivot (4) to rotate a section of thick bamboo (2) cover.

2. The offshore bank for natural shoreline protection according to claim 1, wherein the cross section of the spud (1) is provided in a cross shape.

3. The offshore bank for natural shoreline protection according to claim 1, wherein the upper end of the rotating shaft (4) is provided with a limiting groove (5), and a limiting nail (6) is inserted into the limiting groove (5).

4. The offshore bank for natural shoreline protection according to claim 1, wherein the outer wall of the upper end of the fixing pile (1) is provided with a limiting block (7).

5. The offshore bank for natural shoreline protection according to claim 4, wherein a plurality of reinforcing nails (8) are arranged at the edge of the limiting block (7) in a penetrating manner, and the tips of the reinforcing nails (8) are arranged downwards.

6. The offshore bank for protecting the natural shoreline according to claim 4, wherein a reinforcing layer (9) is arranged at the position of the limiting block (7).

7. The offshore bank for natural shoreline protection as claimed in claim 6, wherein the stopper (7) is provided with an upward taper.