KR200466990Y1 - Harding ground device using for dredging-soil - Google Patents

Abstract

The present invention relates to a dredged soil discharging device, the composition of which is divided into a space, digging the bottom surface of a river or shallow sea, and a dredged soil in which the soil and fluid are mixed together is introduced and accommodated, The space is partitioned into a settlement where soil and fluid are moved and accommodated, a part of which is submerged in a river or a coast, and is composed of a plurality of unit blocks, and a block assembly having an internal space therein, and adjacent to the block assembly. Installed in contact with the block assembly and coupled to the block assembly, the support beam supporting the block assembly from a pressure provided from soil accumulated on the sidewall of the block assembly, and a support beam positioned in the internal space of the block assembly; In communication with the outside of the block assembly when the fluid outside the block assembly flows into the space inside the block assembly And a fluid inlet valve allowing the fluid to be filled in the inner space of the block assembly to sink the block assembly to the bottom of a river or a coast, wherein the block assembly includes a first type block member and a second fluid inlet valve. And a type block member and a third type block member, wherein the first type block member includes a lower plate, an upper plate positioned to be spaced apart from the lower plate, and a side plate coupled to a side surface of the upper plate and the lower plate, respectively. And a first recessed groove which is a front plate and a rear plate respectively coupled to the front and rear surfaces of the upper plate and the lower plate, a first protrusion projecting from the front plate, and a recess recessed from the back plate, the recess being recessed in the direction in which the first protrusion is located. The second type block member includes a lower plate, an upper plate positioned to be spaced apart from the lower plate, and coupled to a side of the upper plate and the lower plate, respectively. And a side plate provided with a front plate and a rear plate coupled to the front and rear surfaces of the upper plate and the lower plate, a twenty-first protrusion projecting from the front plate, and a twenty-second protrusion projecting from the back plate. The lower plate, the upper plate which is located spaced apart from the lower plate, the side plate is coupled to the side of the upper plate and the lower plate, respectively provided in pairs, the front plate and the rear plate are respectively coupled to the front and rear surfaces of the upper plate and the lower plate, A third protrusion projecting from the front plate, a third recessed groove recessed from the back plate, the recess recessed in the direction in which the third protrusion is located, and a third side groove recessed in the center direction at the side plate, The first protrusion is coupled to the third side groove, or the twenty-first protrusion or the twenty-second protrusion is coupled to the third side groove, so that the first type block member, the second type block member, and the first protrusion are coupled to the third side groove. It is characterized in that the space is partitioned by the combination of the three-type block member and the dredged soil and the settlement land is located in the partitioned space, respectively, it is manufactured as a block type can be constructed in a variety of shapes and sizes, disassembly and It is easy to assemble, it can prevent the water pollution around dredged soil, it can use the soil as landfill, can reuse continuously, it is easy to install additional equipment, it can be used as a simple road, dredging water The discharge direction and position of the can be adjusted arbitrarily, and the embankment can be constructed with dredged soil.

Description

Dredging soil device {Harding ground device using for dredging-soil}

The present invention relates to a dredged soil discharging device, more specifically, it is manufactured in a block type can be constructed in a variety of shapes and sizes, and easy to disassemble and assemble, it is possible to prevent the surrounding water pollution by dredged soil It can be used as landfill soil, can be reused continuously, it is easy to install additional equipment, it can be used as a simple road, and it can adjust the discharge direction and location of dredging water arbitrarily. It relates to a dredged soil discharging device that can be.

In general, reclamation work refers to the work of reclaiming rocks and soil on land or rivers and using them as land.

For example, when reclamation works, huge breakwaters are made to prevent the inflow of seawater or river water, and the land is filled with rocks, gravel, sand, and soil.

However, the cost of filling rocks or soil on land is not only excessively excessive, but also a long time due to the time required for the movement of rocks and the like.

On the other hand, the operation | work of laying up dredged soil using a dredger is also known.

The dredger is provided with a rotating body that can dig the bottom surface of the coast or river.

The operation of discharging the dredged soil using the dredger, driving the pump while digging down the bottom surface of the shore or river with the rotating body to suck the excavated portion. When discharged through the pipe connected to the pump, the discharged through the pipe is to discharge the soil and the seawater or river water, which formed the bottom of the coast or river.

If the fluid is removed while the soil and the fluid continue to accumulate, it is possible to use as land because only the soil remains.

However, this work using the dredger was not able to determine the shape and size, it takes a lot of time and money, there was a problem that the water pollution around the dredged soil could not be prevented.

The present invention has been proposed to solve the problems described above, the purpose of which is the block type can be constructed in a variety of shapes and sizes, the construction of the soil, easy to disassemble and assemble, Water pollution can be prevented, soils can be used as landfill soil, reusable continuously, easy to install additional equipment, can be used as a simple road, and the direction and location of dredged water can be arbitrarily adjusted. The purpose is to provide a dredged soil discharging device that can be embanked with dredged soil.

Dredged soil discharging device according to the present invention for achieving the above object, partitioning the space, digging the bottom surface of the river or shallow sea, the soil and fluid is mixed with the soil and fluid is mixed with the soil, and the clay The soil is divided into a sediment that is accommodated by the movement of soil and fluid contained in the intestine, and a part of which is submerged in a river or a coast, is composed of a plurality of unit blocks, and the block assembly having an internal space therein, Installed in contact with the block assembly in the vicinity of the block assembly is coupled to the block assembly, the support beam for supporting the block assembly from the pressure provided from the soil accumulated on the side wall of the block assembly and in the internal space of the block assembly The fluid outside the block assembly is in communication with the outside of the block assembly. A fluid inlet valve may be provided to allow the fluid to be filled in the subspace to allow the fluid to be filled in the internal space of the block assembly, and the fluid assembly may sink the block assembly to the bottom of a river or a coast, wherein the block assembly is a first type. And a block member, a second type block member, and a third type block member, wherein the first type block member is coupled to a lower plate, an upper plate positioned to be spaced apart from the lower plate, and a side of the upper plate and the lower plate, respectively. A side plate provided in pairs, a front plate and a rear plate coupled to the front and rear surfaces of the upper plate and the lower plate, a first protrusion projecting from the front plate, and recessed from the back plate, but recessed in the direction in which the first protrusion is located. And a first recessed groove, which is a groove, wherein the second type block member includes a lower plate, an upper plate positioned to be spaced apart from the lower plate, and side surfaces of the upper plate and the lower plate, respectively. And a side plate coupled to each other, a front plate and a rear plate coupled to the front and rear surfaces of the upper plate and the lower plate, a twenty-first protrusion projecting from the front plate, and a twenty-second protrusion projecting from the back plate. The three-type block member includes a lower plate, an upper plate positioned to be spaced apart from the lower plate, side plates each coupled to a side of the upper plate and the lower plate, and provided as a pair, and a front plate coupled to the front and rear surfaces of the upper plate and the lower plate, respectively. A back plate, a third protrusion protruding from the front plate, a third recessed groove recessed from the back plate and recessed in the direction in which the third protrusion is located, and a third side groove recessed in the center direction at the side plate. And a first protrusion is coupled to the third side groove, or the twenty-first protrusion or a twenty-second protrusion is coupled to the third side groove, the first type block member and the second protrusion. Input block member and the space of a combination of three types of block members and is characterized in that the compartments have each of the dredged soils and grit chamber located in the partitioned space.

In addition, the block assembly of the dredged soil discharging device according to the present invention is characterized in that it has a protruding protrusion and a recess for accommodating the protrusion, and is fitted prefabricated.

delete

In addition, the side plate of the block assembly of the dredged soil discharging device according to the present invention, a fluid through hole which is a through hole is formed in order to allow the movement of fluid from the soil to the settlement land, and is combined with the seawater through hole, Characterized in that the water supply valve is further provided to allow and block the movement of the fluid from the discharge site to the settlement.

In addition, an upper plate through-hole is formed in the upper plate of the block assembly of the dredged soil discharging device according to the present invention, the lower plate through-hole is formed in the lower plate of the block assembly, one end is combined with the upper plate through hole The other end is further provided with a vertical connecting pipe coupled to the lower plate through hole, when the block assembly is not flat on the ground where the block assembly is submerged, the upper plate through the vertical connection pipe and the lower plate through hole The earth and sand is moved through the filling is filled under the lower plate of the block assembly is characterized in that the block assembly can be positioned horizontally.

According to the dredged soil discharging device according to the present invention, it is manufactured in a block type can be constructed in a variety of forms and sizes, easy to disassemble and assemble, can prevent the water pollution of the surrounding by dredged soil, It can be used as landfill soil, can be reused continuously, it is easy to install additional equipment, it can be used as a simple road, and it can adjust the discharge direction and location of dredging water arbitrarily, and it can make embankment construction with dredged soil. .

The present invention is described with reference to the embodiments shown in the accompanying drawings, which are exemplary, and those skilled in the art will understand that various modifications and equivalent embodiments are possible. Accordingly, the true scope of protection of the present invention should be determined only by the appended claims.

1 is a view showing a state in which the dredged soil discharging device according to an embodiment of the present invention partitions the dumping ground and the settlement.
Figure 2 is a view showing the type of block assembly of the dredged soil cover device shown in FIG.
3 is a cross-sectional view showing in detail a state in which the block assembly of the dredged soil cover device shown in FIG.
4 is a view of the block assembly of the dredged soil discharging device shown in FIG.
Figure 5 is a cross-sectional view showing a state of the block assembly of the dredged soil cover device shown in FIG.
Figure 6 is a view showing a vertical connection pipe portion of the dredged soil cover device shown in FIG.
7 and 8 are views showing a state of use of the dredged soil cover device shown in FIG.
9A to 9C are views illustrating a first type block member, a second type block member, and a third type block member, respectively, of the blow assembly of the dredged soil discharging device shown in FIG.

Hereinafter, the dredged soil covering device according to a preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings.

1 to 9 is a view showing a dredged soil discharging device according to an embodiment of the present invention, Figure 1 is a view showing a state in which the dredged soil discharging device according to an embodiment of the present invention partitions the soil and the settlement. 2 is a view showing the type of block assembly of the dredged soil cover device shown in Figure 1, Figure 3 is a cross-sectional view showing in detail the block assembly of the dredged soil cover device shown in Figure 1, Figure 4 Fig. 5 is a cross-sectional view showing a block assembly of the dredged soil discharging device shown in FIG. 1, FIG. 5 is a cross-sectional view showing the block assembly of the dredged soil discharging device shown in FIG. 1, and FIG. 6 is a dredged soil discharging device shown in FIG. 7 and 8 are views showing the state of use of the dredged soil discharging device shown in Figure 1, Figures 9a to 9c is a blow of the dredged soil discharging device shown in Figure 1 Type 1 block of assembly Figures showing the member, the second type block member and the third type block member are shown respectively.

As shown in the drawings, the dredged soil discharging device 100 according to an embodiment of the present invention includes a block assembly 10, a support beam 70, and a fluid inlet valve 80.

The block assembly 10, as shown in Fig. 1, partitioning the space, digging the bottom surface of the river or shallow sea digging soil that is mixed with the soil and the fluid flows into the receiving land (2), The soil is divided into a settlement (4) that is accommodated in the soil and the fluid was moved to the soil (2), a part of which is submerged in the river or the coast, is composed of a plurality of unit blocks, It has internal space.

The support beam 70 is installed in contact with the block assembly 10 in the vicinity of the block assembly 10, is coupled to the block assembly 10, and provided from soil accumulated on sidewalls of the block assembly 10. As the support for the block assembly 10 from the pressure to be made, in the present embodiment, an i-shaped steel (I-shaped steel) is used.

The fluid inlet valve 80 is located in the inner space of the block assembly 10 and communicates with the outside of the block assembly 10 to transfer fluid outside the block assembly 10 to the inner space of the block assembly 10. By allowing the fluid to be filled in the internal space of the block assembly 10 by blocking it, the block assembly 10 may be sunk to the bottom of a river or a coast.

On the other hand, the block assembly 10 will be described in more detail.
The block assembly 10 has a hollow hexahedron shape as a whole.
In this embodiment, the block assembly 10 includes three types of first type block member 20, second type block member 30, and third type block member 40.
The first type block member 20 is coupled to the lower plate 12, the upper plate 14, which is spaced apart from the lower plate 12, and the side of the upper plate 14 and the lower plate 12, respectively. The side plate 16 provided in pairs, the front plate 17 and the rear plate 18 coupled to the front and rear surfaces of the upper plate 14 and the lower plate 12, respectively, and the first protrusions protruding from the front plate 17 ( 24 and a first recessed groove 26 recessed from the back plate 18, which is a recess recessed in the direction in which the first protrusion 24 is located.

The second type block member 30 is coupled to the lower plate 12, the upper plate 14 which is spaced apart from the lower plate 12, and the side of the upper plate 14 and the lower plate 12, respectively. The side plate 16 provided in pairs, the front plate 17 and the rear plate 18 coupled to the front and rear surfaces of the upper plate 14 and the lower plate 12, respectively, and the twenty-first protrusions protruding from the front plate 17 ( 34 and a twenty-second protruding portion 36 protruding from the back plate 18.

The third type block member 40 is coupled to the lower plate 12, the upper plate 14, which is spaced apart from the lower plate 12, and the side of the upper plate 14 and the lower plate 12, respectively. The side plate 16 provided in pairs, the front plate 17 and the rear plate 18 coupled to the front and rear surfaces of the upper plate 14 and the lower plate 12, respectively, and the third protrusions protruding from the front plate 17 ( 44 and a third recessed groove 46 which is recessed from the back plate 18 and is a recess recessed in the direction in which the third protrusion 44 is positioned, and a recess recessed in the center direction at the side plate 16. It includes a three side groove 48, the first protrusion 24 is coupled to the third side groove 48, or the twenty-first protrusion (34) or the twenty-second protrusion of the third side groove (48) (36) is combined, the space is partitioned by the combination of the first type block member 20, the second type block member 30 and the third type block member 40, and the dredged soil and The settlement is located Will.
In the first type block member 20, the second type block member 30 and the third type block member 40, the common reference portion used the same name and the same reference numerals.
The first type block member 20, the second type block member 30, and the third type block member 40 are well illustrated in FIGS. 9A to 9C.

delete

delete

Meanwhile, when the first type block member 20 is viewed from above in FIG. 2, that is, a portion having a rectangular plan view is named as the first main body part 22, and the second type block member 30 is illustrated. ) When viewed from above, namely, the portion of the plan view having a rectangular shape is referred to as the second body part 32 and illustrated. When the third type block member 40 is viewed from above, that is, the plan view has a rectangular shape, The part is named as the third body part 42 and shown.

delete

delete

As shown in FIG. 1, the first protrusion 24 is coupled to the third side groove 48, or the twenty-first protrusion 34 or the twenty-second protrusion of the third side groove 48. (36) is combined, the space is partitioned by the combination of the first type block member 20, the second type block member 30 and the third type block member 40, and the dredged soil and The settlement is located.

In addition, in the present embodiment, as shown in Figure 5, the side plate 16 of the block assembly 10, a fluid through hole which is a through hole to allow the movement of the fluid from the clay field to the settlement land 50 is formed.

And, coupled to the fluid passage hole 50, the water flow valve 52 for allowing and blocking the movement of the fluid from the discharge site to the settlement land is further provided.

In addition, as shown in FIG. 6 in the present embodiment, the block assembly 10 is further provided with an upper plate through hole 60, a lower plate through hole 62 and a vertical connection pipe 64.

The upper plate through hole 60 is a through hole formed in the upper plate 14 of the block assembly 10.

The lower plate through-hole 62 is a through hole formed in the lower plate 12 of the block assembly 10.

One end of the vertical connection pipe 64 is coupled to the upper plate through-hole 60 and the other end thereof is coupled to the lower plate through-hole 62.

Therefore, when the block assembly 10 is not flat on the ground where the block assembly 10 is sunk, the block assembly 10 is not placed horizontally, the upper plate through-hole 60 and the vertical connection pipe 64 and the lower plate through-hole ( When the soil is moved through 62, the block assembly 10 may be positioned horizontally by being filled below the lower plate 12 of the block assembly 10.

Dredged soil covering device 100 according to an embodiment of the present invention having the configuration as described above is used as follows.

First, as shown in FIG. 1, the block assembly 10 is assembled and divided into a clay field 2 and a settlement 4.

This process is explained in more detail.

First, one block assembly 10 is placed on the shore or river requiring installation. At this time, the block assembly 10 may not be in contact with the bottom of the shore or river by buoyancy. In this case, by turning the lever 82 of the fluid inlet valve 80 of the block assembly 10 to allow the fluid to rise in the internal space of the block assembly 10. For reference, since the lever 82 is located on the upper surface of the block assembly 10, the operator can easily operate the lever 82.

When the fluid flows into the inner space of the block assembly 10 as described above, the weight is increased to overcome the buoyancy and the block assembly 10 may be located at the bottom of the shore or river.

In this way, after one of the block assemblies 10 is positioned, another adjacent block assembly 10 may be continuously joined.

Continuous coupling of the block assembly 10 may be formed by combining the first type block member 20, the second type block member 30, and the third type block member 40 as described above. It is.

Therefore, in the present embodiment, it is possible to have a more firm bonding force than when the common hexahedral surface.

For example, when the first type block member 20 and the second type block member 30 are coupled to each other, the twenty-first protrusion 34 is accommodated in the first recessed groove 26 to be coupled to each other. The first type block member 20 and the second type block member 30 is more firmly coupled to each other will not move.

In addition, when the triangular block 97 having a triangular shape of the plan view is coupled to the corner portion, there is no problem in changing the traveling direction while a vehicle such as a truck moves to the upper surface of the block assembly 10.

Subsequently, the dredger is used to dig the ground of the shore or the bottom of the river into the rotating body, and the soil and the fluid at the plate portion are moved to the dumping site 2 by the rotating body using a pump and a pipe.

Accordingly, the dredged soil, which is in fluid with the soil of the coast or the bottom of the river, is continuously accumulated in the discharge site 2.

Subsequently, as shown in FIG. 7, the moisture contained in the clay field 2 may pass over the block assembly 10 to the settling basin 4 and pass through the fluid passage hole 50. The water flow valve 52 may be opened to the settling basin 4.

In this way, the soil (dredging soil) is continuously buried in the said dumping ground (2). In addition, even if there is a contaminated component in the soil, it is partitioned by the block assembly 10, and because the fluid movement to the settlement 4 is moved through the water flow valve 52 can prevent movement of the contaminated water to the periphery. Therefore, it is possible to prevent the surrounding water pollution.

If you continue to dispose of the clay field 2 in this way, the clay field 2 can be used as land.

On the other hand, the soil is also mixed with the fluid to be passed to the settlement 4, and the soil (drug soil) continues to accumulate in the settlement 4 as time passes.

Subsequently, when all the soil (dreaded soil) is accumulated in the dumping ground (2), the block assembly (10) that formed the dumping ground (2) is dismantled, and then the dumping ground (2) is formed again elsewhere. It is possible.

On the other hand, there is a curved portion or a concave excavated portion of the shore or the bottom of the river is not flat, and the block assembly 10 is not horizontal.

In this case, as shown in FIG. 7, the soil is moved through the upper plate through-hole 60, the vertical connection pipe 64, and the lower plate through-hole 62.

Then, the soil is moved to the lower side of the lower plate 12 of the block assembly 10 to fill the concave excavated portion of the shore or rivers so that the block assembly is positioned horizontally.

On the other hand, as shown in FIG. 8, if the concentrated location of the places located between the block assemblies 10 will be possible to build the embankment with dredged soil.

As described, since the dredged soil discharging device 100 according to the present embodiment is a block type, it is possible to construct a discharging field of various shapes and sizes, and use it as a simple road because a truck or the like may pass to the upper surface of the block assembly 10. It is a useful design that may have advantages.

10. Block Assembly 12. Bottom Plate
14. Top plate 16. Side plate
17. Front panel 18. Rear panel
20. First type block member
22. First Body 24. First Projection
26. First recessed groove 30. Second type block member
32. Second Body 34. The 21st Projection
36. 22nd projection part 40. 3rd type block member
42. Third Body 44. Third Projection
46. Third recessed groove 48. Third side groove
70. Support beam 80. Fluid inlet valve

Claims (3)

Dividing the space, digging the bottom surface of the river or shallow sea, and the dredged soil (2), which receives and dredged the soil and fluid mixed together, and the soil and fluid contained in the soil (2) is moved and received The space is divided into a settling basin (4), a part of which is submerged in a river or a coast, and consists of a plurality of unit blocks, the block assembly having an internal space therein (10);
The block assembly 10 is installed to be in contact with the block assembly 10 near the block assembly 10 and is coupled to the block assembly 10, and the block assembly may be formed from pressure provided from soil accumulated on the sidewall of the block assembly 10. A support beam 70 supporting 10; And
Located in the interior space of the block assembly 10, and in communication with the outside of the block assembly 10, the fluid outside the block assembly 10 flows into the interior space of the block assembly 10, the block assembly 10 It includes; fluid inlet valve 80 to allow and block the fluid to be filled in the inner space of the sink assembly 10 to the bottom of the river or coast;
The block assembly 10 includes a first type block member 20, a second type block member 30 and a third type block member 40,
The first type block member 20,
The lower plate 12,
An upper plate 14 spaced apart from the lower plate 12,
Side plates 16 coupled to the sides of the upper plate 14 and the lower plate 12 and provided as a pair,
A front plate 17 and a rear plate 18 coupled to the front and rear surfaces of the upper plate 14 and the lower plate 12, respectively;
A first protrusion 24 protruding from the front plate 17,
Recessed from the back plate 18, and includes a first recessed groove 26, which is a groove recessed in the direction in which the first protrusion 24 is located,

The second type block member 30,
The lower plate 12,
An upper plate 14 spaced apart from the lower plate 12,
Side plates 16 coupled to the sides of the upper plate 14 and the lower plate 12 and provided as a pair,
A front plate 17 and a rear plate 18 coupled to the front and rear surfaces of the upper plate 14 and the lower plate 12, respectively;
A twenty-first protrusion 34 protruding from the front plate 17,
A twenty-second protrusion 36 protruding from the back plate 18;

The third type block member 40,
The lower plate 12,
An upper plate 14 spaced apart from the lower plate 12,
Side plates 16 coupled to the sides of the upper plate 14 and the lower plate 12 and provided as a pair,
A front plate 17 and a rear plate 18 coupled to the front and rear surfaces of the upper plate 14 and the lower plate 12, respectively;
A third protrusion 44 protruding from the front plate 17,
A third recessed groove 46 recessed from the back plate 18 and being a recess recessed in the direction in which the third protrusion 44 is positioned;
It comprises a third side groove 48 which is a groove recessed in the center direction in the side plate 16,

The first protrusion 24 is coupled to the third side groove 48, or the twenty-first protrusion 34 or the twenty-second protrusion 36 is coupled to the third side groove 48.
A space is partitioned by the combination of the first type block member 20, the second type block member 30, and the third type block member 40, and the dredged soil and the settler are located in the partitioned space, respectively. Dredged soil discharging device.
The method of claim 1,
On the side plate 16 of the block assembly 10,
In order to allow the movement of the fluid from the excavation site to the settlement, a fluid through hole 50, which is a through hole, is formed,
The dredged soil discharging device is coupled to the fluid passing hole 50, and further provided with a water flow valve 52 for allowing and blocking the movement of the fluid from the discharge site to the settlement.
The method of claim 1,
The upper plate 14 of the block assembly 10 is formed through the upper plate through-hole 60,
The lower plate 12 of the block assembly 10 is formed with a lower plate through-hole 62 which is a through hole,
One end is further coupled to the upper plate through-hole 60 and the other end is further provided with a vertical connection pipe 64 coupled to the lower plate through-hole 62,
When the block assembly 10 is not flat on the ground where the block assembly 10 is settled, the block assembly 10 is not placed horizontally, the upper plate through-hole 60, the vertical connection pipe 64 and the lower plate through-hole 62 Dredged soil discharging device, characterized in that the block assembly 10 can be positioned horizontally by passing through the earth and sand is filled below the lower plate 12 of the block assembly (10).

Images