CN216275498U

CN216275498U - Concrete interlocking block suitable for breakwater armor

Info

Publication number: CN216275498U
Application number: CN202121713326.0U
Authority: CN
Inventors: 王博智; 杨玚
Original assignee: Tianjin Coastal Zone Engineering Co ltd
Current assignee: Tianjin Coastal Zone Engineering Co ltd
Priority date: 2021-07-27
Filing date: 2021-07-27
Publication date: 2022-04-12
Anticipated expiration: 2031-07-27

Abstract

The utility model belongs to the technical field of water transport engineering, and particularly relates to a concrete interlocking block body suitable for a breakwater protective surface, which comprises breakwater bricks which are connected into a piece, wherein three support rods are arranged outside the breakwater bricks, are distributed outside the breakwater bricks in an annular array, limit rods are arranged on the support rods in a sliding manner, one end of each limit rod extends to the adjacent breakwater brick, wave absorbing holes are formed in the support rods, and buffering pieces are arranged inside the wave absorbing holes in a rotating manner. The problem of looseness and falling off is easy to occur.

Description

Concrete interlocking block suitable for breakwater armor

Technical Field

The utility model belongs to the technical field of water transport engineering, and particularly relates to a concrete interlocking block body suitable for a breakwater protective surface.

Background

The breakwater is an important component of coastal water conservancy and water transport engineering and mainly plays a role in shielding a rear water area.

In order to ensure the stability and the safety of the breakwater, a protective surface structure of a certain form is usually adopted, the protective surface structure is utilized to kill and reflect the wave energy of the external sea, the influence of the waves on the bank is reduced, in the prior art, massive stones or prefabricated special-shaped concrete artificial blocks are mainly adopted, but the protective surface structure formed by the commonly used protective surface blocks is loose, and the waves are easy to loosen and fall off after being hit by the waves for a long time.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide a concrete interlocking block suitable for a breakwater protective surface, and aims to solve the problems that the existing protective surface structure proposed in the background art is easy to loosen and fall off after being struck by sea waves for a long time, and wave absorbing holes are abraded under the impact of the waves when the waves impact the protective surface for a long time.

In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a concrete interlocking block suitable for breakwater armor, is including the embankment brick that links into the piece, the outside of embankment brick is provided with three branch, and is three branch all is the annular array in the outside of embankment brick and distributes, it is equipped with the gag lever post to slide on the branch, the one end of gag lever post extends to on the adjacent embankment brick.

Furthermore, a wave absorbing hole is formed in the support rod, and a buffer piece is rotatably arranged inside the wave absorbing hole.

Furthermore, a clamping groove is formed in the wave absorbing hole, a convex block is fixedly arranged on the buffer piece, and the convex block is rotatably arranged in the clamping groove.

Furthermore, three grooves are formed in the dike dam bricks, the three grooves are distributed with the three supporting rods in a staggered mode, and the top ends of the supporting rods extend into the grooves in the adjacent dike dam bricks.

Furthermore, a limiting groove is formed in the outer side of the supporting rod, the limiting rod is arranged in the limiting groove in a sliding mode, a mounting groove is formed in the groove, and the two ends of the limiting rod are connected with the mounting grooves in the adjacent embankment bricks in a clamping mode.

Furthermore, a shifting rod is fixedly arranged in the middle of the top of the limiting rod, an opening is formed in the top of the supporting rod, the shifting rod is arranged inside the opening in a sliding mode, and a mounting hole is formed in the top of the shifting rod.

Compared with the prior art, the utility model has the beneficial effects that:

(1) the utility model is provided with the limiting rod which is positioned in the limiting groove and slides, the supporting rod on the embankment brick is clamped into the groove on the adjacent embankment brick, the special tool is inserted into the mounting hole and pushes the deflector rod to slide in the opening, so that the limiting rod is clamped into the mounting groove, and the adjacent embankment bricks are connected together, thereby solving the problem that the existing surface protection structure is easy to loosen and fall off after being hit by sea waves for a long time.

(2) The wave absorbing hole is provided with the buffer piece which rotates in the wave absorbing hole, when waves impact into the wave absorbing hole, the buffer piece rotates in the clamping groove through the convex block, the impact force of impacting the wave absorbing hole is buffered, the wave absorbing hole is prevented from being directly contacted with the waves, and the problem that when the waves impact the protecting surface for a long time, the wave absorbing hole is abraded under the impact of the waves, so that the wave absorbing effect of the protecting surface is reduced is solved.

Drawings

FIG. 1 is a schematic structural view of the present invention;

FIG. 2 is a top view of the present invention;

FIG. 3 is a schematic structural view of a limiting rod and a shift lever according to the present invention;

fig. 4 is a cross-sectional view of a dike dam brick of the present invention;

FIG. 5 is a schematic view of the assembled splice structure of the present invention;

in the figure: 1. a dike protection brick; 2. a groove; 3. a strut; 4. an opening; 5. a limiting rod; 6. a deflector rod; 7. mounting holes; 8. a buffer member; 9. a wave absorbing hole; 10. a limiting groove; 11. a card slot; 12. a bump; 13. and (4) mounting the groove.

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 fig. 1-5, the present invention provides a technical solution: the utility model provides a concrete interlocking block suitable for breakwater armor, includes the embankment brick 1 that links into the piece, the outside of embankment brick 1 is provided with three branch 3, and three branch 3 all is the annular array and distributes in the outside of embankment brick 1, and the slip is equipped with gag lever post 5 on branch 3, and the one end of gag lever post 5 extends to on the adjacent embankment brick 1.

The dike protection brick 1 is formed by pouring concrete materials, the dike protection brick 1 is of a flat structure, the distance between the top ends of the two support rods 3 is about 100cm, and the overall thickness of the dike protection brick 1 is about 25 cm.

Furthermore, the wave absorbing hole 9 is formed in the supporting rod 3, the buffer member 8 is arranged inside the wave absorbing hole 9 in a rotating mode, the buffer member 8 cannot be leaked out of the wave absorbing hole 9 when the buffer member 8 rotates in the wave absorbing hole 9, and therefore walking of pedestrians cannot be influenced.

Specifically, a clamping groove 11 is formed in the wave absorbing hole 9, a bump 12 is fixedly arranged on the buffer member 8, the bump 12 is rotatably arranged in the clamping groove 11, and when the wave absorbing hole 9 is impacted by waves, the buffer member 8 rotates in the wave absorbing hole 9 through the bump 12 and the clamping groove 11 under the impact of the waves, so that the impact force of the waves is buffered.

It is worth to say that three grooves 2 are formed in the dike dam bricks 1, the three grooves 2 are distributed with the three support rods 3 in a staggered mode respectively, and the top ends of the support rods 3 extend into the grooves 2 in the adjacent dike dam bricks 1.

Further, the limiting groove 10 has been seted up in the outside of branch 3, and gag lever post 5 slides and sets up in the limiting groove 10, and mounting groove 13 has been seted up to recess 2's inside, and the both ends of gag lever post 5 are connected with the mounting groove 13 block on the adjacent embankment brick 1.

Further, the middle part at the top of the limiting rod 5 is fixedly provided with a shifting rod 6, the top of the supporting rod 3 is provided with an opening 4, the shifting rod 6 is arranged inside the opening 4 in a sliding mode, and the top of the shifting rod 6 is provided with a mounting hole 7.

When the dike protective brick 1 is used, multiple modules are required to be combined and spliced to form a flat protective slope surface, as shown in fig. 5, firstly, a user needs to check whether an individual has defects and quality problems before using the dike protective brick, and the dike protective brick can be used according with a structural strength standard; secondly, carrying out slope leveling on the surface of the breakwater, and then arranging a reverse filter layer; thirdly, a block stone cushion layer is required to be arranged on the inverted filter layer, and the size of the block stone is based on the leakage-free efficiency hole; fourthly, the supporting rods 3 of the dike protection bricks 1 are respectively embedded into the grooves 4 of the adjacent dike protection bricks 1 and are sequentially connected to form a protective surface protection system with the scale required by design; fifthly, after the dike protection bricks 1 are completely laid, a user needs to check whether the connection of each part is firm and reliable, whether missing loss exists or not, and whether the connection is complete or not is confirmed, and the missing or the damage is found at the later stage and needs to be timely filled.

The working principle and the using process of the utility model are as follows: when the wave absorbing hole 9 is impacted by waves, the buffer piece 8 rotates inside the wave absorbing hole 9 through the convex block 12 and the clamping groove 11 under the impact of the waves, so that the impact force of the waves is buffered.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a concrete interlocking block suitable for breakwater armor which characterized in that: including the embankment brick (1) that links into the piece, the outside of embankment brick (1) is provided with three branch (3), and is three branch (3) all are the annular array in the outside of embankment brick (1) and distribute, the slip is equipped with gag lever post (5) on branch (3), the one end of gag lever post (5) extends to on adjacent embankment brick (1).

2. The interlocking block of concrete for a breakwater revetment according to claim 1, wherein: a wave absorbing hole (9) is formed in the supporting rod (3), and a buffer piece (8) is rotatably arranged inside the wave absorbing hole (9).

3. The interlocking block of concrete for a breakwater revetment according to claim 2, wherein: a clamping groove (11) is formed in the wave absorbing hole (9), a convex block (12) is fixedly arranged on the buffer piece (8), and the convex block (12) is rotatably arranged in the clamping groove (11).

4. The interlocking block of concrete for a breakwater revetment according to claim 1, wherein: three grooves (2) are formed in the embankment protection bricks (1), the grooves (2) are distributed with the three supporting rods (3) in a staggered mode respectively, and the top ends of the supporting rods (3) extend into the grooves (2) in the adjacent embankment protection bricks (1).

5. The concrete interlocking block for a breakwater revetment according to claim 4, wherein: spacing groove (10) have been seted up in the outside of branch (3), gag lever post (5) slide to set up in spacing groove (10), mounting groove (13) have been seted up to the inside of recess (2), the both ends of gag lever post (5) are connected with mounting groove (13) block on adjacent embankment brick (1).

6. The interlocking block of concrete for a breakwater revetment according to claim 1, wherein: the middle part of the top of the limiting rod (5) is fixedly provided with a shifting rod (6), the top of the supporting rod (3) is provided with an opening (4), the shifting rod (6) is arranged inside the opening (4) in a sliding mode, and the top of the shifting rod (6) is provided with a mounting hole (7).