KR101933563B1 - Earthquake-proof type foundation structure using a sleeper - Google Patents

Abstract

The present invention relates to a seismic base structure using a sleeper, which uses a waste sleeper to contribute to preservation of environment and forms a base structure with a waste sleeper with excellent structure to reinforce a building structure of an upper side in occurrence of earthquake through a three-layered structure. To achieve this, according to the present invention, the seismic base structure using a sleeper comprises: a bottom structure installed on a bottom in which excavation is performed; a middle structure installed on the upper side of the bottom structure; a top structure installed on the upper side of the middle structure; and a base structure installed in the upper side of the top structure. The bottom structure has a plurality of sleepers disposed thereon to be come in contact with each other in a left and right row, the middle structure has a plurality of sleepers disposed thereon to come in contact with each other in a front and rear row in order to cross each sleeper of the bottom structure, the top structure has a plurality of sleepers disposed thereon to come in contact with each other in a left and right row in order to cross each sleeper of the middle structure, and the base structure is formed with a concrete layer deposited on the upper side of the top structure. The top and base structures are formed in an integrated structure by the concrete layer, and a building structure is installed on the upper side of the base structure.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to an earthen-

The present invention relates to a seismic resistant structure for a building structure on the upper side of a foundation structure in case of an earthquake, and more particularly, to a seismic resistant structure using a sleeper in a sleeping structure for an earthquake-proof structure.

As a technique for constructing various kinds of building structures such as facilities using a sleeping trowel among sleepers,

Korean Patent Laid-Open No. 10-2011-0086930 (published on Aug. 2, 2011) discloses a point type hinge-coupled lattice type slope protection block utilizing a rectangular concrete body or a sleeping tie and a slope protection method using the same bar,

The external force applied to the grid-type slope protection block against the irregular uneven settlement of the ground and the external force due to the action of the slope at the connecting portion that connects the newly constructed rectangular concrete bodies or the sleepers to the grid- In this way, they are supported in the most stable form against the deformation in the structural aspect, thereby improving the stability. In the connecting method of the connecting portion, only a short hinge fastening rod of a similar shape is inserted into the hinge fastening groove In case of re-installation or maintenance of a grid-type slope protection block due to external force due to slope action and irregular uneven settlement of the ground, After inserting the rod into the hinge fastener groove, So as to facilitate maintenance including reinstallation or maintenance.

Document 1: Korean Patent Laid-Open No. 10-2011-0086930 (Published on August 2, 2011)

The present invention can construct a foundation structure by using a sleeping trowel, and can construct a bridge bridge, a retaining wall, and various facilities on the upper side of the foundation structure, thereby contributing to preservation of the environment The present invention is directed to providing a vibration proof foundation structure using a treadmill.

In order to solve the above-mentioned problems, according to the present invention,

A bottom structure disposed on the ground;

A middle structure disposed on an upper side of the bottom structure;

A top structure disposed on the upper side of the middle structure; And

A base structure disposed on an upper side of the tower structure;

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Wherein the bottom structure is constructed such that a plurality of treads are arranged in a line-to-

Wherein the middle structure is arranged such that a plurality of treads cross each other in a line-by-line manner so as to mutually intersect with the treads of the bottom structure,

Wherein the tower structure is arranged so that a plurality of sleepers are mutually in line in a line so as to mutually cross each of the sleepers of the middle structure,

Wherein the base structure is made of a concrete layer laid on an upper side of the tower structure,

Wherein the top structure and the base structure form an integral structure by the concrete layer,

And a building structure is installed on the upper side of the base structure.

A seismic resistant foundation structure using a sleeper according to the present invention comprises:

In addition to contributing to environmental conservation by using a sleeping trowel, it also constitutes a foundation structure with a strong sleeping tie and has the largest effect of reinforcing earthquake resistance on the upper side building structure in the event of an earthquake through a three-story structure .
That is, each structure can move horizontally (side) independently of the bottom structure, middle structure, and top structure. Therefore, when the ground is shaken by an earthquake, the shaking of each bottom structure is directly transmitted to the uppermost building structure, and indirectly, the earthquake-proof property is obtained.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a construction sectional view showing a seismic resistant foundation using a treadmill according to the present invention;
Figure 2 is a three-dimensional schematic view for showing the bottom, middle, and top structures,
Fig. 3 is a three-dimensional schematic view showing the connecting means of the first embodiment,
Fig. 4 is a plan view showing a state where two adjacent treads are mutually bound by the connecting means of the first embodiment; Fig.
5 is a three-dimensional configuration diagram for showing the connecting means of the second embodiment,
Fig. 6 is a side view showing a plate pivoting seating structure in the connecting means of the second embodiment; Fig.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

Prior to this, terms and words used in the present specification and claims should not be construed as limited to ordinary or dictionary terms, and the inventor should appropriately interpret the concepts of the terms appropriately It should be interpreted in accordance with the meaning and concept consistent with the technical idea of the present invention based on the principle that it can be defined. Therefore, the embodiments described in the present specification and the configurations shown in the drawings are merely the most preferred embodiments of the present invention and are not intended to represent all of the technical ideas of the present invention. Therefore, various equivalents It should be understood that water and variations may be present.

The sleepers (sleepers) referred to in the present invention are sleepers installed along a railroad track, and are used for disposal due to expiration of the use period.

1 to 6, a seismic resistant foundation structure using a sleeper according to the present invention comprises:

The bottom structure 10, the middle structure 20, the top structure 30, and the base structure 40.

Looking at each configuration,

The bottom structure 10 includes

As shown in Figs. 1 and 2,

By being installed on the floor of the terraced space,

A plurality of sleepers (S) are arranged so as to face each other in a left-right line.

The middle structure 20

As shown in Figs. 1 and 2,

By being installed on the upper side of the bottom structure 10,

A plurality of sleepers S are arranged so as to be mutually in front and back in line so as to intersect each sleepers S of the bottom structure 10. [

As a result, when viewed from the upper side, the bottom and middle structures 10 and 20 form a lattice.

The top structure 30

As shown in Figs. 1 and 2,

By being installed on the upper side of the middle structure 20,

A plurality of sleepers S are arranged so as to be mutually in line in left and right directions so as to mutually intersect with the respective sleepers S of the middle structure 20. [

As a result, the middle and top structures 20, 30 form a lattice when viewed from the top.

The base structure 40

As shown in Figure 1,

By being installed on the upper side of the tower structure 30,

And a concrete layer laid on the upper side of the tower structure 30.

The concrete is poured on the upper side of the tower structure 30 located on the uppermost side in the bottom, middle and tower structures 10, 20, 30 installed in the trench space, At this time, the tower structure 30 and the concrete layer are bound to each other to form an integral structure.

Further, the building structure 50 is installed on the upper side of the base structure 40,

The building structure (50)

Bridge bridges, retaining walls, residential or commercial buildings.

As a result, the foundation structure of the present invention can be utilized as a foundation structure of various buildings, and in particular, it is possible to implement a seismic resistant structure by providing an earthquake-resistant structure.

When the earthquake occurs, the building structure 50 installed on the base structure 40 is shaken,

Each structure can move horizontally (laterally) independently of the bottom structure, middle structure, and top structure. Therefore, when the ground is shaken by an earthquake, the shaking of each bottom structure is not transmitted directly to the uppermost building structure but indirectly transmitted. When the building structure 50 is shaken along the lengthwise direction of the sleeper S of the bottom structure 10 when an earthquake occurs, the middle structure 20 and the structure of the bottom structure 10 disposed on the upper side of the bottom structure 10, The upper side structures are shaken together along the upper surface of the bottom structure 10 in the longitudinal direction of the sleeper S of the bottom structure 10,

When the building structure 50 is shaken along the longitudinal direction of the sleeper S of the middle structure 20 when an earthquake occurs, the top structure 30 and the top structure 30 disposed on the upper side of the middle structure 20, Side building structure 50 sways in the longitudinal direction of the sleeper S of the middle structure 20 along the upper surface of the middle structure 20 to provide an earthquake-resistant structure to the building structure 50, And the incidence of human accidents can be minimized.

When the building structure 50 is a retaining wall,

The retaining wall may be formed such that the bottom and middle structures (10, 20) alternately stack up to a predetermined height on the upper side of the tower structure (30).

Eventually, the retaining wall can also be constructed using the sleeping tie.

In order to allow two adjacent sleepers S among the sleepers S constituting the structure to be paired and moved together when an earthquake occurs, in the present invention, in order to interconnect the two sleepers S adjacent to each other Further comprising connecting means (50A, 50B)

First, the connecting means 50A of the first embodiment

As shown in Figures 3 and 4,

A pair of rail clip fixing portions 51 and a pair of rail clip fixing portions 51 which are respectively provided on both sides of upper ends of the sleeper S and each have a fitting hole 511 in a direction crossing the longitudinal direction of the sleeper S,

A recess 52 formed at both side walls of both ends of the sleeper S,

A pair of rail clip securing portions 51 and a pair of rail clip securing portions 51 of the other sleeper S of the adjacent sleepers S and a pair of rail clip securing portions 51 of the other sleeper S, A rod 53 fitted into the fitting hole 511 of the portion 51, and

A plate 54 connected to both ends of the rod 53 and partially seated in a recess 52 located on both outer side walls of adjacent two sleepers S,

.

The other end of the plate 54 is received in a recess 52 of another sleeper S adjacent to the sleeper S having a recess 52 in which a portion of the plate 54 is seated.

As a result, the two plates 54 seated on the one recess 52 are arranged on the same line as viewed from the upper side, so that when the sleeper S moves along its longitudinal direction (when an earthquake occurs) Not only by the coupling by the connecting means 50A but also by the two plates 54 arranged on the same line.

The rod 53 and the plates 54 connected to both ends of the rod 53 are connected to each other by bolts or the like. The bolts are fastened to the holes formed at both ends of the rod 53 and the holes formed in the plate 54 It is preferable that a bolt head concealing portion is formed on the plate 54 so that the head of the bolt is concealed by the plate 54. [

On the other hand, the connecting means 50B of the second embodiment

As shown in Figs. 5 and 6,

A pair of rail clip securing parts 51 and 52 each having a fitting hole 511 in a direction crossing the longitudinal direction of the sleeper S,

A recess 52 formed at both side walls of both ends of the sleeper S,

A pair of rail clip securing portions 51 and a pair of rail clip securing portions 51 of a pair of raillock securing portions 51 of one of the two sleepers S adjacent to each other are arranged in the same straight line, A rod 53 fitted into the fitting hole 511 of the rail clip fixing portion 51,

A plate 54 connected to both ends of the rod 53 and seated in a recess 52 located on both outer side walls of two adjacent sleepers S,

.

At this time, a wedge-shaped protrusion 541 is formed on an inner wall of the plate 54 which is seated in the recess 52.

The plate 54 connected to the rod 53 and both ends of the rod 53 is integrally connected to one end of the rod 53 and the other plate 54 A bolt head hiding portion is preferably formed on the plate 54 to which the bolt is fastened, as in the first embodiment.

The plate 54 according to the connecting means 50A according to the first embodiment is connected to the rod 53 by the bolt fastening while being seated in the recess 52 at the side surface so that the adjacent two sleepers S are mutually tied and,

The plate 54 according to the connecting means 50B according to the second embodiment is not seated in the recess 52 and is connected to the rod 53 by bolting to lower the plate 54 with a separate tool The two sleepers S are connected to each other as they are moved toward the recess 52 and are seated.

The plate 54 according to the connecting means 50B of the second embodiment has the protrusion 541 formed on the inner wall thereof so that the plate 54 is pressed against the protrusion 541 So that it can be prevented from being displaced to the opposite side and being released.

While the present invention has been described with reference to the accompanying drawings, it should be understood that various changes and modifications may be made by those skilled in the art without departing from the spirit and scope of the invention as defined in the appended claims. Modifications are to be construed as falling within the scope of protection of the present invention.

10: bottom structure
20: middle structure
30: top structure
40: base structure
50A, 50B: connecting means
51: rail clip fixing portion
511: Insertion hole
52: recess
53: Load
54: Plate
541: projection
S: sleepers

Claims (4)

A bottom structure (10) applied to the ground floor;
A middle structure 20 constructed on the upper side of the bottom structure 10;
A top structure 30 installed on the upper side of the middle structure 20; And
A base structure 40 installed on the upper side of the tower structure 30;
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Wherein the bottom structure is planar so that a plurality of concrete treads are disposed to face each other laterally,
Wherein the middle structure is planar so that a plurality of treads are arranged to mutually abut against each other so as to cross each tread of the bottom structure,
Wherein the top structure is arranged in a planar manner so that a plurality of treads cross each other with the respective treads of the middle structure,
The bottom structure and the middle structure and the middle structure and the top structure are not mutually fixed, and each structure is a structure moving independently in the lateral direction. The base structure is a concrete layer laid on the upper side of the tower structure, And a second electrode

Wherein the building structure (50) is installed on the upper side of the base structure (40).
The method according to claim 1,
The building structure (50) consists of a bridge pier, a retaining wall, a residential or commercial building,
Further comprising connecting means (50A, 50B) for interconnecting the two sleepers (S) adjacent to the left, right or front and back.
3. The method of claim 2,
The connecting means 50A includes a pair of rail clips 50A and 50B each having a fitting hole 511 in a direction intersecting with the longitudinal direction of the sleeper S and provided respectively on the upper side of both ends of the sleeper S, A pair of rail clip fastening portions 51 of a pair of adjacent sleepers S on one side of the sleepers S, A rod 53 fitted into the fitting hole 511 of the two rail clip fixing portions 51 which are staggered from each other in a pair of rail clip fixing portions 51 of the other railroad tie rail 51 and the other raillock fixing portion 51 of the other railroad tie S, And a plate 54 connected to both ends of the rod 53 and partly seated in a recess 52 located on both outer side walls of two adjacent sleepers S,
The other end of the plate 54 is received in a recess 52 of another sleeper S adjacent to the sleeper S having a recess 52 in which a portion of the plate 54 is seated. Seismic Foundation Structures Using.
3. The method of claim 2,
The connecting means 50B includes a pair of rail clip fixing portions 51 each having a fitting hole 511 in a direction crossing the longitudinal direction of the sleeper S, A pair of rail clip securing portions 51 and a pair of side sleeper S of two adjacent sleeper S among adjacent two sleeper S and a recess 52 formed on both side walls of both ends of the sleeper S, A rod 53 to be fitted in the fitting hole 511 of the two rail clip fixing portions 51 arranged on the same straight line in the pair of rail clip fixing portions 51 of the pair of rail fixing portions 51, And a plate 54 connected to both ends and seated in a recess 52 located on the outer side wall of two adjacent sleepers S,
And a wedge-shaped protrusion (541) is formed on an inner wall of the plate (54) that is seated in the recess (52).

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