CN217480077U - Novel breakwater - Google Patents

Abstract

The utility model discloses a novel breakwater, which comprises a sloping embankment structure, a vertical wharf structure and a wharf road surface. The beneficial effect of the utility model is that the new type of breakwater is formed by combining the sloping embankment structure and the vertical wharf structure. When in use, it can not only play a certain blocking effect on the scouring of the waves, but also facilitate the protection of fishing boats and small boats. When the sampan is parked, the bottom protection block is arranged at the bottom of the twist king block face protection block, which can prevent the waves from scouring the foot of the breakwater. It can effectively prevent the waves from scouring the quay foundation of the small sampan berth, and the bottom guard stones are set at the front of the fishing boat berth pier, which can prevent the scouring of the pier foundation by the waves. A wharf pavement with a plurality of decompression holes is arranged in between, which can effectively reduce the influence of the wave floating force on the pavement, thereby improving the service life of the breakwater.

Description

A new type of breakwater

technical field

The utility model relates to a dam, in particular to a novel breakwater, which belongs to the technical field of breakwaters.

Background technique

A breakwater is an underwater structure built to block the impact of waves, protect the harbor, and maintain the water level to protect the port from bad weather, so that ships can berth and operate safely. Breakwaters can also play a role in preventing pond silting and wave erosion of the shoreline. It is an important part of artificially sheltered coastal ports.

When some existing breakwaters are used, they often have the following deficiencies:

1) Most of the breakwaters and docks in some existing breakwaters are separate structures, and there is no combined structure, which makes it impossible to take into account the function of stopping ships when they are in use;

2) When some existing breakwaters are in use, the wave washes the foundation seriously, which leads to easy damage to the breakwater and reduces its service life.

Utility model content

The purpose of the present invention is to provide a new type of breakwater in order to solve at least one of the above technical problems.

The utility model achieves the above-mentioned purpose through the following technical solutions: a new type of breakwater, comprising:

The slope embankment structure, which is arranged on the outside of the breakwater and on the upper side of the bottom sand layer, includes a reinforced concrete wave retaining wall fixedly arranged on the outer side of the breakwater and a twist king block placed on the outer side of the reinforced concrete wave retaining wall parapet cover block;

a vertical pier structure, which is arranged on the inner side of the breakwater, and which includes the dyke root and the dyke head at both ends, the small sampan berth pier and the fishing boat berth pier at the middle section;

The wharf road is laid between the slope embankment structure and the vertical wharf structure, and the wharf road is a cast-in-place reinforced concrete road.

As a further solution of the present invention: the underside of the twist king character block face protection block is placed with a 400-800kg block stone cushion and a 150-200kg block stone cushion, and the 400-800kg block stone cushion It is located on the upper layer of the 150-200kg block stone cushion.

As a further solution of the present utility model: a number of 400-800kg bottom-protecting blocks are laid on the bottom of the side facing away from the reinforced concrete wave retaining wall of the twist-king block face-protecting block.

As a further solution of the present utility model: the bottom side of the small sampan berth wharf is laid with a wharf riprap bed located on the sand layer 1, and the upper side of the wharf riprap bed is laid with precast concrete blocks A cast-in-place concrete layer is poured on the upper side of the precast concrete block, and steps are arranged on the upper side of the cast-in-place concrete layer.

As a further solution of the present invention, several 300-400kg bottom-protecting blocks are laid on the front side of the riprap foundation bed of the wharf.

As a further solution of the present utility model: the steps on the small sampan berth pier are provided with bollards at different heights along the length of the berth, and each bollard is provided with a bollard ring at the upper end.

As a further scheme of the present utility model: the pier of the fishing boat berth wharf adopts a gravity solid block structure, the bottom block is 6.0m wide, the upper block is 5.0m wide, and a cast-in-place reinforced concrete parapet is arranged above the upper block. The bottom of the gravity-type solid block structure is laid with a riprap bed, and 300-400kg of bottom-protecting blocks are laid at the front of the fishing boat berth dock.

As a further solution of the present invention, a concrete base layer is arranged on the lower side of the wharf road surface, and a plurality of pressure relief holes are evenly opened on the wharf road surface.

As a further solution of the present invention, a plurality of bollards and mooring rings are arranged on the fishing boat berth pier along the length direction, and the boat berthing facilities on the fishing boat berth pier are formed of special-shaped rubber fenders.

The beneficial effects of the present utility model are:

1) The utility model constitutes this new type of breakwater by combining the sloping embankment structure and the vertical wharf structure with each other. When in use, it can not only play a certain blocking effect on the scouring of the waves, but also facilitate the cleaning of fishing boats and small sampans. Dock, enrich its use function;

2) The utility model can prevent the waves from scouring the foot of the breakwater by fixing a 400-800kg bottom-protecting block at the bottom of the side of the twist-king block face protection block that is far away from the reinforced concrete wave retaining wall. The front side of the riprap foundation bed of the wharf is provided with 300-400kg bottom-protecting blocks, which can effectively prevent waves from scouring the quay foundation of the small sampan berth, and 300-400kg bottom-protecting blocks are set at the front of the fishing boat berth wharf. It can effectively prevent the waves from scouring the pier foundation of the fishing boat berth. At the same time, a pier pavement with multiple pressure relief holes is set between the slope embankment structure and the vertical pier structure, which can effectively reduce the influence of the wave floating force on the road surface. In turn, the service life of the breakwater is increased.

Description of drawings

FIG. 1 is a schematic diagram of the sectional structure of the breakwater installation of the utility model.

In the picture: 1. Sand layer, 2. Twist king block face protection block, 3. 400-800kg block stone cushion, 4. 150-200kg block stone cushion, 5, 400-800kg bottom block stone, 6 , Reinforced concrete wave retaining wall, 7, 300~400kg bottom block stone, 8, riprap foundation bed, 9, small sampan berth, 10, cast-in-place concrete layer, 11, concrete foundation layer, 12, fishing boat berth Pier, 13, Bollard ring, 14, Bollard, 15, Pier pavement, 16, Pressure relief hole, 17, Precast concrete.

Detailed ways

The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

Example 1

As shown in Figure 1, a new type of breakwater includes

The slope embankment structure, which is arranged on the outside of the breakwater and on the upper side of the bottom sand layer 1, includes a reinforced concrete wave retaining wall 6 fixedly arranged on the outside of the breakwater and a torsion wall 6 placed on the outer side of the reinforced concrete wave wall 6. King block face protection block 2;

The vertical pier structure, which is arranged on the inner side of the breakwater, and which includes the embankment root and the embankment head at both ends, the small sampan berth 9 and the fishing boat berth 12 at the middle section;

The wharf road 15 is laid between the slope embankment structure and the vertical wharf structure, and the wharf road 15 is a cast-in-place reinforced concrete road.

In the embodiment of the present invention, a 400-800kg block stone cushion layer 3 and a 150-200kg block stone cushion layer 4 are placed on the lower side of the twist king character block face protection block 2, and the 400-800kg block stone cushion layer 4 The cushion layer 3 is located on the upper layer of the 150-200kg block stone cushion layer 4 , which can reinforce the reinforced concrete wave retaining wall 6 and at the same time effectively relieve the impact force of the waves on the reinforced concrete wave retaining wall 6 .

In the embodiment of the present invention, a number of 400-800kg bottom-protecting blocks 5 are laid on the bottom of the side of the twist-king block face protection block 2 away from the reinforced concrete wave retaining wall 6, which can prevent waves from affecting the breakwater. Brush at the feet.

In the embodiment of the present invention, the bottom side of the small sampan berth 9 is laid with a wharf riprap bed 8 located on the sand layer 1, and the upper side of the wharf riprap bed 8 is laid with a prefabricated Concrete block 17, the upper side of the precast concrete block 17 is poured with a cast-in-place concrete layer 10, and the upper side of the cast-in-place concrete layer 10 is provided with steps, which is convenient for small sampans to berth.

In the embodiment of the present invention, several 300-400kg bottom-protecting blocks 7 are laid on the front side of the quay riprap bed 8 , which can effectively prevent waves from scouring the foundation of the small sampan berth pier 9 .

In the embodiment of the present invention, the steps on the small sampan berth pier 9 are provided with bollards 14 at different heights along the length of the berth, and the upper end of each bollard 14 is provided with a bollard ring 13, It is convenient for the small sampan to be moored at different water levels.

Embodiment 2

As shown in Figure 1, a new type of breakwater includes

The slope embankment structure, which is arranged on the outside of the breakwater and on the upper side of the bottom sand layer 1, includes a reinforced concrete wave retaining wall 6 fixedly arranged on the outside of the breakwater and a torsion wall 6 placed on the outer side of the reinforced concrete wave wall 6. King block face protection block 2;

The vertical pier structure, which is arranged on the inner side of the breakwater, and which includes the embankment root and the embankment head at both ends, the small sampan berth 9 and the fishing boat berth 12 at the middle section;

The wharf road 15 is laid between the slope embankment structure and the vertical wharf structure, and the wharf road 15 is a cast-in-place reinforced concrete road.

In the embodiment of the present invention, the pier of the fishing boat berth 12 adopts a gravity solid block structure, the bottom block is 6.0 m wide, the upper solid block is 5.0 m wide, and a cast-in-place reinforced concrete parapet is arranged above the upper block. The bottom of the gravity solid block structure is laid with a riprap bed 8, and a 300-400kg bottom-protecting block 7 is laid at the front of the fishing boat berth 12, which can effectively prevent waves from scouring the fishing boat berth 12 foundation.

In the embodiment of the present invention, the lower side of the wharf road surface 15 is provided with a concrete base layer 11, and the wharf road surface 15 is evenly provided with a plurality of decompression holes 16, which can effectively reduce the influence of wave floating force on the road surface .

In the embodiment of the present invention, a plurality of bollards 14 and mooring rings 13 are arranged on the fishing boat berth 12 along the length direction, and the boat berthing facilities on the fishing boat berth 12 are made of special-shaped rubber fenders, which is convenient for Fishing boats are docked.

Working principle: Since the new breakwater combines the sloping embankment structure with the vertical wharf structure, it can not only block the scouring of the waves to a certain extent, but also facilitate the docking of fishing boats and small sampans, enriching the Use function: The breakwater can prevent the waves from scouring the breakwater foot by fixing a 400-800kg bottom guard stone 5 at the bottom of the side of the twist king block face guard block 2 away from the reinforced concrete wave retaining wall 6. Brush, 300-400kg bottom protection blocks 7 are arranged on the front side of the riprap foundation bed 8 of the wharf, which can effectively prevent waves from scouring the foundation of the small sampan berth wharf 9, and 300 pieces of stone are set at the front of the fishing boat berth wharf 12. The ～400kg bottom-protecting block 7 can effectively prevent waves from scouring the foundation of the fishing boat berth 12. At the same time, the pier pavement 15 with a plurality of pressure relief holes 11 is provided between the sloping embankment structure and the vertical pier structure, which can effectively The influence of the wave buoyancy force on the road surface is reduced, thereby improving the service life of the breakwater.

It will be apparent to those skilled in the art that the present invention is not limited to the details of the above-described exemplary embodiments, and that the present invention may be implemented in other specific forms without departing from the spirit or essential characteristics of the present invention. Therefore, the embodiments are to be considered in all respects as exemplary and not restrictive, and the scope of the present invention is defined by the appended claims rather than the foregoing description, and it is therefore intended that the All changes within the meaning and range of the required equivalents are embraced within the present invention. Any reference signs in the claims shall not be construed as limiting the involved claim.

In addition, it should be understood that although this specification is described in terms of embodiments, not each embodiment only includes an independent technical solution, and this description in the specification is only for the sake of clarity, and those skilled in the art should take the specification as a whole , the technical solutions in each embodiment can also be appropriately combined to form other implementations that can be understood by those skilled in the art.

Claims (9)

1. a novel breakwater, is characterized in that, comprises A slope embankment structure, which is arranged on the outside of the breakwater and on the upper side of the bottom sand layer (1), comprising a reinforced concrete wave retaining wall (6) fixedly arranged on the outside of the breakwater and a reinforced concrete wave retaining wall ( 6) Twist King block face protection block (2) on the outside of the parapet; an upright pier structure, which is arranged on the inner side of the breakwater, and which comprises a dyke root and a dyke head at both ends, a small sampan berth pier (9) and a fishing boat berth pier (12) at the middle section; A wharf road surface (15) is laid between the slope embankment structure and the vertical wharf structure, and the wharf road surface (15) is a cast-in-place reinforced concrete road surface. 2. A new type of breakwater according to claim 1, characterized in that: a 400-800kg block stone cushion (3) and a 150-200kg block stone cushion (3) and a 150-200kg rock cushion are placed on the lower side of the twist king block face protection block (2). A block stone cushion (4), and the 400-800kg block stone cushion (3) is located on the upper layer of the 150-200kg block stone cushion (4). 3. A new type of breakwater according to claim 1, characterized in that: a number of 400 pieces are laid at the bottom of the side of the said twist king block face protection block (2) away from the reinforced concrete wave retaining wall (6). ～800kg bottom guard block (5). 4. A new type of breakwater according to claim 1, characterized in that: a wharf riprap bed (8) located on the sand layer (1) is laid on the bottommost side of the small sampan berth wharf (9). ), a precast concrete block (17) is laid on the upper side of the wharf riprap bed (8), and a cast-in-place concrete layer (10) is poured on the upper side of the precast concrete block (17). The upper side of the layer (10) is provided with steps. 5. A new type of breakwater according to claim 4, characterized in that: a plurality of 300-400kg bottom-protecting blocks (7) are laid on the front side of the riprap foundation bed (8) of the wharf. 6. A new type of breakwater according to claim 4, characterized in that: bollards (14) are arranged at different heights along the length of the berth on the steps on the small sampan berth wharf (9), and each A bollard ring (13) is provided on the upper end of each bollard (14). 7. A new type of breakwater according to claim 1, characterized in that: the pier of the fishing boat berth (12) adopts a gravity solid block structure, the bottom block is 6.0m wide, and the upper solid block is 5.0m wide, and A cast-in-place reinforced concrete breast wall is arranged above the upper block, the bottom of the gravity solid block structure is laid with a riprap foundation bed (8), and a 300-400kg bottom-protecting block (7) is laid at the front of the fishing boat berth (12) . 8. A new type of breakwater according to claim 1, characterized in that: a concrete foundation layer (11) is arranged on the lower side of the wharf road surface (15), and a plurality of reducers are evenly opened on the wharf road surface (15). Press hole (16). 9. A new type of breakwater according to claim 1, characterized in that: a plurality of bollards (14) and bollard rings (13) are arranged along the length direction on the fishing boat berth dock (12), and the fishing boat berth The berthing facilities on the wharf (12) are constituted by special-shaped rubber fenders.

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