KR20190000725U - Floating pile-plate - Google Patents

Abstract

The present invention relates to a top file, comprising: a pile portion which is inserted into a ground and forms a lower pile inner portion; a pile portion extending from the pile portion and having a diameter larger than the pile portion diameter, And a projecting support member for projecting a plurality of projections along a circumferential trajectory on the lower side of the body so as to increase the supporting force of the body with respect to the ground, And one body portion is bound by a binding portion.
In the present invention, unlike in the prior art, a top file having a larger upper side than the lower side can be prevented from being rotated in the circumferential direction in the soft ground through the projecting support member, and a plurality of top files, It is possible to prevent deformation of the top file and reduce the installation cost by reducing the filling amount of the reinforcing filler inside.

Description

FLOATING PILE-PLATE}

The present invention relates to a top file, and more particularly, it is possible to prevent a top file having an upper side larger than a lower side from being rotated in a circumferential direction in a soft ground through a projecting support member, The present invention relates to a top file for preventing deformation of a top file even when a top file is applied to an arranged top file and reducing a filling amount of the reinforcing filler to reduce installation costs.

Generally, a top file used for reinforcing a soft ground is composed of an inverted triangular-pyramidal body portion and a downwardly extending pile portion, and the body portion has a slope of 45 ㅀ angle with respect to the pile portion .

In order to reinforce the weak ground, the piles of a plurality of top files are buried in the ground at regular intervals so that mutually abutting body portions are formed in a plane. Thereafter, aggregates such as gravel are used to form a space between the top file and other top files The soft ground is reinforced.

The top file has been proposed in Korean Utility Model Registration Bulletin No. 20-0366897 (registered on Oct. 28, 2004).

The technical structure described above is a background technology for assisting the understanding of the present invention and does not mean a conventional technology widely known in the art to which the present invention belongs.

The existing top pile is restricted by the weak ground, so there is a limitation in reinforcing the ground and the shaking is severely generated due to the overcrowding, so that it is difficult for the operator to step on the soft ground.

Therefore, there is a need to improve this.

SUMMARY OF THE INVENTION The present invention has been made in order to solve the above problems and it is an object of the present invention to provide a spinning reel that is capable of preventing a top file having a larger upper side than a lower side thereof from being rotated in a circumferential direction on a soft ground through a projecting support member projecting radially on a lower side of a body, The purpose of the file is to provide.

The present invention provides a top file for preventing deformation of a top file even when a force is applied to the top file in which a plurality of the top files are arranged through a support beam projected from the inside of the body, It has its purpose.

The object of the present invention is to provide a top file for reducing the installation cost by reducing the filling amount of the reinforcing filler by forming a core member therein and preventing the top file from being shaken by the low center of gravity design.

The top file according to the present invention comprises: a pile portion which is inserted in the ground and has a lower middle portion formed therein; A body extending from the pile portion and having a diameter larger than the diameter of the pile portion and supported on the ground, A reinforcing filler filled in the lower middle weights and the upper weights to be reinforced; And a plurality of protruding support members protruding along a circumferential trajectory on the lower side of the body portion to increase the supporting force of the body portion with respect to the ground.

The neighboring body portions may be connected to each other by a binding portion.

The body may have a depressed groove formed in an inner surface of the body corresponding to the protruding support member so that the reinforcing filler is prevented from rotating in the circumferential direction.

In order to prevent deformation of the body portion, a plurality of the staple reinforcing members connecting the adjacent protruding support members may be formed.

The body portion extends a support beam along the edge of the lower middle weights and the support beam forms a connection port such that the reinforcing filler having a flowability is moved to the lower weirs along the bottom surface of the upper weights .

The pile portion may form a core member in the lower middle layer.

Wherein the binding portion includes a plurality of binding portions protruding upward along the axial direction of the pile portion along the circumferential direction in each of the body portions; And a clamp that binds mutually corresponding binding pieces of each of the body portions.

As described above, according to the present invention, unlike the prior art, the top file according to the present invention prevents the top file having a larger upper side than the lower side from being rotated in the circumferential direction in the soft ground through the protruding support member projecting radially on the lower side of the body .

The present invention can prevent the top file from deforming even when a force is applied to the top file in which a plurality of the top files are arranged through the support beam projecting from the inside of the body, and the staple reinforcing member connecting the protruding support members.

The present invention can reduce the installation cost by reducing the filling amount of the reinforcing filler by forming the core member in the inside, and can prevent the top file from being shaken by the low center of gravity design.

FIG. 1 is a perspective view showing a state in which a plurality of top files according to an embodiment of the present invention are assembled.
FIG. 2 is an enlarged perspective view of a top file according to an embodiment of the present invention. FIG.
3 is a perspective view of a top file according to one embodiment of the present invention.
4 is a bottom perspective view of a top file according to one embodiment of the present invention.
FIG. 5 is a cross-sectional view of a state in which the top files are bound together according to an embodiment of the present invention.
FIG. 6 is a cross-sectional view showing a state in which a reinforcing filler is filled after installing a top file according to an embodiment of the present invention.

Hereinafter, an embodiment of a top file according to the present invention will be described with reference to the accompanying drawings. In this process, the thicknesses of the lines and the sizes of the components shown in the drawings may be exaggerated for clarity and convenience of explanation. In addition, the terms described below are defined in consideration of functions in the present invention, and this may vary depending on the intentions or customs of the user, the operator, and the like. Therefore, definitions of these terms should be made based on the contents throughout this specification.

FIG. 1 is a perspective view showing a state in which a plurality of top files are assembled according to an embodiment of the present invention, and FIG. 2 is an enlarged perspective view of a top file according to an embodiment of the present invention.

FIG. 3 is a perspective view of a top file according to an embodiment of the present invention, and FIG. 4 is a bottom perspective view of a top file according to an embodiment of the present invention.

FIG. 5 is a cross-sectional view of a top file according to an embodiment of the present invention, and FIG. 6 is a sectional view showing a state where a top file according to an embodiment of the present invention is installed after filling a reinforcing filler.

1 to 6, a top file 100 according to an embodiment of the present invention is for reinforcing a fragile ground 10 and includes a pile 110, a body 120, and a reinforcing filler 130 ).

The pile portion 110 is inserted into the weak ground 10 to prevent the body portion 120 from moving and the body portion 120 has a diameter larger than the diameter of the pile portion 110, So as not to sink into the ground 10 while floating on the upper part of the ground 10.

In other words, the pile portion 110 is formed in a cylindrical shape so as to be partially inserted into the ground 10. At this time, the diameter of the pile portion 110 may be the same or may be gradually decreased along the axial direction.

The lower end of the pile portion 110 may be formed in a conical shape so as to be easily inserted into the first ground 10.

In addition, the pile portion 110 forms a lower heavy load 112 in the axial direction. The lower heavy load 112 is formed to be open to the upper side of the pile portion 110. Of course, the diameter of the lower heavy load 112 may be constant along the axial direction or may be different.

The body part 120 extends from the pile part 110 and has a diameter larger than the diameter of the pile part 110 and is supported on the ground 10 so that the pile file 100 is inserted into the ground 10 It plays a role of preventing buried or sinking.

In addition, the body 120 forms an inclined surface 122 whose bottom surface in contact with the ground 10 gradually rises from the center to the edge. This is to increase the supporting force with respect to the ground 10 by increasing the contact area of the body portion 120 with the ground 10 through the inclined surface 122.

Of course, the angle of the inclined surface 122 can be variously formed. The body part 120 may be formed in various shapes such as a circular shape or a polygonal shape on a plane.

For the sake of convenience, the body part 120 is formed in a circular shape in a plane so that orientation setting at the time of installation is unnecessary.

The body portion 120 forms an upper heavy mass 124 therein. The upper heavy layer 124 is formed to be connected to the lower heavy layer 112 and may have the same diameter or different diameters along the axial direction of the pile portion 110.

Particularly, the pile portion 110 and the body portion 120 are manufactured in an integrated state for convenience of production.

The reinforcing filler 130 is filled and reinforced in the lower and upper heavy weights 112 and 124 so that the pile 110 and the body 120 can sufficiently reinforce the weak ground 10 , Concrete, sand, gravel, or a combination thereof.

That is, when the pile portion 110 is inserted into the ground 10 and the body portion 120 is in contact with the ground 10, the lower heavy load 112 and the upper heavy load 124 are filled with reinforcing fillers The topsheet 100 will reinforce the soft ground 10 as it is filled with the topsheet 130.

In particular, the top file 100 includes a projecting support member 140.

The protruding support member 140 is disposed so that a plurality of protruding support members 140 protrude along the circumferential trajectory on the lower surface of the body 120. That is, the projecting support member 140 is arranged radially at the center on the lower side of the body portion 120. [ Therefore, the protrusion supporting member 140 serves to increase the supporting force of the body portion 120 with respect to the ground 10.

That is, the body portion 120 contacting the ground 10 is prevented from being arbitrarily rotated in the circumferential direction by the protrusion supporting member 140, and the contact area with the ground 10 is further increased, .

At this time, the protruding support member 140 has a shape in which the cross-sectional area decreases as the height of the protruding support member 140 increases from the bottom surface of the body portion 120, that is, the top surface of the protruding support member 140 increases. Of course, the number and size of the projecting support members 140 can be variously applied.

In addition, the body 120 may be formed with an indentation groove 126 on the inner surface corresponding to the protrusion supporting member 140 so that the reinforcing filler 130, which is filled in the interior of the body 120, is prevented from rotating in the circumferential direction.

That is, as the reinforcing filler 130 having the concrete poured therein is filled over the recessed groove portion 126, the upper heavy portion 124 and the lower heavy portion 112, the reinforcing filler 130 is hardened Rotation is prevented in the circumferential direction within the body portion 120. [

At this time, the depth or width of the depressed trench 126 is not limited.

In order to prevent deformation that may occur when the weight of the reinforcing filler 130 is filled or a pressing force is applied to the upper part of the body such as a stepped on the upper part of the body, 140 can be formed in a plurality of the reinforcement members 128.

The cover reinforcement member 128 is formed on the bottom surface of the body portion 120 and is configured to connect the adjacent protruding support member 140. Needless to say, the shape, size, and number of the reinforcing members 128 are not limited.

In addition, the body portion 120 extends the support beam 150 at the bottom along the edge of the lower heavy load 112. At this time, the support beam 150 forms an upper enlarged portion 154 having the same height as the height of the upper portion of the body portion 120 and a flat plate-like shape on the upper side.

An operator filling the body part 120 and the padding part 110 with the reinforcing filler 130 treads on the upper extension part 154 so that the body part 120 is more easily pressed than the edge of the body part 120, Can be reduced.

In addition, since the support beam 150 is provided inside the body 120, it is possible to prevent a safety accident that an operator falls into the upper heavy load 124. In addition, the amount of the reinforcing filler 130 filled in the upper heavy weights 124 is reduced, so that the installation cost of the top sheet 100 can be reduced.

Particularly, since the reinforcing filler 130 filled in the upper middle weights 124 should be moved to the lower weights 112, And the connecting hole 152 is formed to be moved to the lower heavy load 112 along the bottom surface.

At this time, if the support beams 150 have a bar shape arranged at regular intervals along the circumferential locus, the coupling 152 means between the support beams 150. If the support beam 150 is in the shape of a circular tube, the connector 152 means a hole formed on the lower side of the circular tube.

Of course, the support beam 150 and the connector 152 can be deformed into various shapes. The size and shape of the upper extension 154 are not limited.

In addition, the pile portion 110 may form the core member 114 in the lower middle layer 112. As the core member 114 is formed inside the lower heavy load 112, the top load 100 is designed with a low center of gravity so that it can remain partially erected after being partially inserted into the ground 10 and the reinforcing filler 130 ) Can be reduced.

Of course, the core member 114 can be deformed into various shapes.

On the other hand, the neighboring body parts 120 can be firmly coupled to each other by the coupling part 160.

The binding portion 160 includes a binding piece 162 and a clamp 164.

A plurality of binding pieces 162 protrude upwards along the axial direction of the pile 110 along the circumferential direction in each of the body parts 120. Thus, the binding pieces 162 formed on each of the neighboring body parts 120 are mutually interviewed. As a result, the interfacial area of the neighboring top file 100 is increased, and mutual shaking is prevented or minimized.

Of course, the shape and the number of the binding pieces 162 are not limited.

The clamps 164 serve to bind the binding pieces 162 to be mutually interfaced with each other in the body parts 120, respectively.

At this time, the clamp 164 can be applied to a variety of clips, bolts, nuts, or cable ties.

As a result, the topsheet 100 reinforces the inside of the topsheet 100 through the core member 114 and the support beams 150, thereby reducing the filling amount of the reinforcing fillers 130.

The top piece 100 is provided with a protruding support member 140 and a cover reinforcement member 128 on the lower side of the body portion 120 so that even when the operator presses the upper portion for filling the reinforcing filler 130 Deformation is prevented or minimized.

In addition, the binding force of the adjacent top file 100 is increased by increasing the mutual contact area through the binding piece 162, and the individual top file 100 is prevented from shaking.

Of course, the neighboring top file 100 can be bound at various locations.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims. I will understand. Therefore, the true technical protection scope of this invention should be determined by the following utility model registration claim range.

100: top file 110: file portion
112: Lower Heavy Duty 114: Core Member
120: body part 122: inclined surface
124: upper middle weights 126: recessed groove
128: Reinforcement reinforcing member 130: Reinforcing filler
140: projecting support member 150: support beam
152: connector 154: upper extension part
160: Coupling unit 162: Coupling unit
164: Clamp

Claims (6)

A pile portion which is inserted in the ground and has a lower middle portion formed therein;
A body extending from the pile portion and having a diameter larger than the diameter of the pile portion and supported on the ground,
A reinforcing filler filled in the lower middle weights and the upper weights to be reinforced;
And a plurality of protruding support members disposed on the lower side surface of the body portion so as to protrude along the circumferential locus to increase the supporting force of the body portion with respect to the ground,
And the neighboring body portions are bound to each other by a binding portion.
The method according to claim 1,
Wherein the body portion is formed with a depressed groove portion on an inner surface corresponding to the protruding support member so that the reinforcing filler is prevented from rotating in the circumferential direction.
The method according to claim 1,
Wherein the body portion is formed with a plurality of stiffening members for connecting adjacent protruding support members to prevent deformation.
The method according to claim 1,
The body portion extending a support beam at the bottom along the edge of the lower middle weights,
Wherein the support beam forms a connector to allow the flowable reinforcing filler to move along the bottom surface of the upper heavy load to the lower heavy load.
The method according to claim 1,
Wherein the pile portion forms a core member inside the lower middle weights.
The connector according to any one of claims 1 to 5,
A plurality of coupling pieces protruding upward along the axial direction of the pile portion in the circumferential direction in each of the body portions; And
And a clamp for mutually binding the binding pieces corresponding to each other in the body part.

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