KR20170084424A - Concrete reinfored structure and aseismic damping system with the same - Google Patents

Concrete reinfored structure and aseismic damping system with the same Download PDF

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KR20170084424A
KR20170084424A KR1020160003413A KR20160003413A KR20170084424A KR 20170084424 A KR20170084424 A KR 20170084424A KR 1020160003413 A KR1020160003413 A KR 1020160003413A KR 20160003413 A KR20160003413 A KR 20160003413A KR 20170084424 A KR20170084424 A KR 20170084424A
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concrete
reinforcing
disposed
concrete body
base plate
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KR1020160003413A
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Korean (ko)
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KR101824790B1 (en
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주영규
정광량
박수범
우운택
이동건
이창환
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고려대학교 산학협력단
(주) 동양구조안전기술
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Priority to KR1020160003413A priority Critical patent/KR101824790B1/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • E04B1/985—
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/027—Preventive constructional measures against earthquake damage in existing buildings
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Acoustics & Sound (AREA)
  • Aviation & Aerospace Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The present invention relates to a concrete structure comprising a concrete body, a concrete body constraining reinforcing bar disposed in the concrete body, a reinforcing body disposed at least in a space defined by the concrete body constraining reinforcing bar, and a reinforcing body disposed between the concrete body and the concrete body An anchor portion having one end disposed on the base plate and the other end disposed toward the reinforcing body; and an anchor portion disposed on the outer surface of the reinforcing body so that the concrete body and the base A concrete reinforcing structure including a concrete sequence body cast between the plates, and a method of manufacturing the same.

Description

Technical Field [0001] The present invention relates to a concrete reinforcing structure and an earthquake-proof reinforced concrete damper damper system having the same,

The present invention relates to a building reinforcing structure, and more particularly, to a building reinforcing structure having a structure with improved strength in beams, columns and walls, a method for manufacturing the same, and an earthquake-resistant reinforced concrete damper damper system having the same.

A variety of anchors have been used for the joining of steel and concrete in conventional construction. These anchors can be classified into a pre-installed anchor and a post-installed anchor depending on the concrete placement and placement time, and the anchors installed at the same time as the concrete placement are anchor anchor such as a head bolt, a head stud, a hook bolt, And anchor to be installed after the concrete is poured includes various anchors such as a torque controlled expansion anchor, an undercut anchor, and the like.

1 and 2 show schematic cross-sectional views of a pre-installed anchor and a through bolt formed according to a conventional method. However, in the case of the conventional pre-installed anchor or through-bolt, it is difficult to secure the strength by concrete failure due to the limit of the anchor depth, but the depth of the anchor is increased.

That is, in the case of the conventional joint anchor for joining between concrete and steel frame, concrete cone fracture, lateral fracture, and anchor fracture may occur in the failure mode due to the tensile force of the anchor. In case of concrete fracture, It can be classified as a significant risk factor for damage, or it has been accompanied by physical constraints or considerable cost increases in order to avoid it.

SUMMARY OF THE INVENTION Accordingly, the present invention has been made in order to solve the problems of the prior art, and it is an object of the present invention to provide a method of joining a steel member and a concrete member such as H- To thereby increase the strength of concrete fracture, and a method of manufacturing the same.

In addition, when the concrete anchor is installed on the concrete with short pavement distance or narrow width or shallow depth, the concrete strength is increased through the reinforcing body U-bar, and when the base plate anchor is installed, It is another object of the present invention to provide adjustment of the anchor depth through force transmission to the strap.

The present invention relates to a concrete structure comprising a concrete body, a concrete body constraining reinforcing bar disposed in the concrete body, a reinforcing body disposed at least in a space defined by the concrete body constraining reinforcing bar, and a reinforcing body disposed between the concrete body and the concrete body An anchor portion having one end disposed on the base plate and the other end disposed toward the reinforcing body; and an anchor portion disposed on the outer surface of the reinforcing body so that the concrete body and the base A concrete reinforcing structure comprising a concrete sequence body laid down between plates.

A plurality of reinforcing bars at least a part of which are arranged in an intersecting direction with respect to the longitudinal direction of the base plate and the concrete body; and a plurality of reinforcement bars, As shown in FIG.

The reinforcing bar may include: a reinforcing main bar spaced apart in a direction transverse to the base plate and the concrete body; a reinforcing main bar disposed at one end side of the reinforcing main bar to connect the reinforcing main bar And a reinforcing side bar disposed at the other end of the reinforcing main bar so as to be at least partly perpendicular to the longitudinal direction of the reinforcing main bar and restricting the reinforcing main bar in contact with the reinforcing main bar.

In the concrete reinforcing structure, when the anchor portion is projected on a plane formed by the reinforcing bar, at least a part of the anchor portion may cross the reinforcing main bar.

In the concrete reinforcing structure, the reinforcing bar may have an Ω shape.

The concrete reinforced concrete structure according to claim 1, wherein the concrete body confined reinforcing bar comprises: a plurality of 'C' shaped concrete bounded reinforcing steel bodies having both ends connected to the concrete body; and a concrete body And a concrete body restraining reinforcing steel which restrains the concrete body restraining steel body in contact with the restraining steel body.

According to another aspect of the present invention, there is provided a method of manufacturing a concrete structure, comprising the steps of: providing a concrete body, a concrete body restraining bar disposed on the concrete body, a reinforcing body disposed at least partially inside the space defined by the concrete body restraining bar, And an anchor portion having one end disposed on the base plate and the other end disposed toward the reinforcing body, wherein the base plate is disposed outside the reinforcing body so that a space in which the concrete is placed between the concrete body and the concrete body is disposed, A concrete reinforcing structure is provided.

According to another aspect of the present invention, there is provided a concrete body providing method, comprising: providing a concrete body 20 in which at least a part of a concrete body restraining bar 30 is pre-cured so as to be positioned inside a concrete body 20; A reinforcing body 300 disposed at an upper portion of the concrete body 20 and a reinforcement body 300 disposed between the concrete body 20 and an anchor portion And a concrete sequence body formed integrally with the concrete body by placing concrete between the concrete body 20 and the base plate 100. [ And a concrete sequence body step to be performed by the concrete sequence body.

According to another aspect of the present invention, there is provided a concrete body comprising: a concrete body; a concrete body restraining bar disposed at the concrete body; a reinforcing body disposed at least partially inside the space defined by the concrete body restraining bar; A base plate disposed on the outer side of the reinforcing body such that a space in which concrete is placed between the concrete plate and the concrete body is disposed between the base plate and the reinforcing body, and an anchor portion having one end disposed on the base plate and the other end disposed toward the reinforcing body And a concrete sequence body cast between the concrete body and the base plate, wherein the concrete body includes an upper beam or a lower beam disposed at upper and lower portions of the concrete structure body, And a damper damper The present invention provides an earthquake-resistant reinforced concrete damper damper system.

The vibration damping damper according to claim 1, wherein the damper damper comprises: an upper body and a lower body respectively disposed at upper and lower portions; A central body disposed between the upper body and the lower body; An upper connection module for coupling the upper body and the central body to each other so as to frictionally move relative to each other; And a lower connection module for frictionally connecting the lower body and the central body to each other to frictionally move the lower body and the lower body to frictionally move the upper body and the lower body relative to each other, Wherein the upper connection module includes a pair of connection plates having upper and lower ends both in close contact with both surfaces of the upper body and the central body; And a friction pad interposed between the upper body and the central body and the connection plate. The concrete body may be disposed at an upper portion or a lower portion, and the upper body or the lower body may be connected to the base plate.

The present invention has the following effects.

First, a concrete reinforcing structure according to an embodiment of the present invention and an earthquake-proof reinforced concrete reinforced damping damping system having the reinforced concrete reinforcing damping system according to an embodiment of the present invention can enhance the strength of concrete fracture strength due to increased contact between steel members and concrete.

Second, the reinforced concrete damping system according to an embodiment of the present invention and the reinforced damping damping system for reinforced earthquake-proof reinforced concrete having the same according to an embodiment of the present invention can improve the contact force between the steel member and the concrete due to the arrangement of the reinforcing body, , The strength of concrete fracture strength can be improved even for joints such as concrete members such as shallow depth walls and thin floors.

Third, the reinforced concrete damping system according to one embodiment of the present invention and the reinforced damping damping system for reinforced earthquake-proof reinforced concrete comprising the same can significantly reduce the construction period by reducing the amount of chipping during maintenance and repair work It may be accompanied by cost reduction due to air reduction.

Fourth, the reinforced concrete damping system according to one embodiment of the present invention and the reinforced damping damping system for reinforced earthquake-proof reinforced concrete having the same according to one embodiment of the present invention, when compared to the existing pre- It is possible to expect an effect of dispersion of strength in the reinforcing bars, thereby increasing the anchor depth and efficiency.

Fifth, a concrete reinforcing structure according to an embodiment of the present invention and an earthquake-proof reinforced concrete reinforced damping damping system having the reinforced concrete damping system according to the present invention provide an earthquake-proof reinforcement system having an increased earthquake resistance through connection with a damper damper, It may also enhance safety.

1 and 2 are schematic cross-sectional views of an anchor or through bolt according to the prior art.
3 is a schematic cross-sectional view of a concrete reinforcing structure according to an embodiment of the present invention.
4 is a schematic partial perspective view of a concrete reinforcing structure according to an embodiment of the present invention.
5 is a schematic partial perspective view of a concrete reinforcing structure according to an embodiment of the present invention.
6 is a schematic partial side view of a concrete reinforcing structure according to an embodiment of the present invention.
FIGS. 7 and 8 are schematic partial cross-sectional and side cross-sectional views of a concrete reinforcing structure according to another embodiment of the present invention.
FIG. 9 and FIG. 10 are schematic partial cross-sectional and side cross-sectional views of a concrete reinforcing structure according to another embodiment of the present invention.
11 to 15 are a perspective view, a side view, a front view, and a partial enlarged front view, respectively, of a structure of an earthquake-proof reinforced concrete reinforced damping damping system including a concrete reinforcing structure and a vibration damping damper according to another embodiment of the present invention.

An example of a concrete reinforcing structure according to an embodiment of the present invention is shown in FIG. 3 and below, and the present invention will be described with reference to the drawings.

A concrete reinforcing structure 10 according to an embodiment of the present invention includes a concrete body 20, a concrete body restraining bar 30, a base plate 100, an anchor 200, a reinforcing body 300, And a concrete sequence body (40).

The concrete body 20 is realized as a horizontal structural member in which the beam 20 is disposed by being poured with concrete, but the concrete body 20 of the present invention is implemented as a vertical structural member such as a wall or a column Various variants are possible such as water.

The concrete sequence body 40 is a concrete body that is cured by being placed between the concrete body 20 and the base plate 100 to be cured. The concrete sequence body 40 may be cured and formed integrally with the concrete body 20. The concrete sequence body 40 in the manufacturing process is laid in the space between the concrete bodies 20 after the other structures are disposed.

In addition, the concrete body 20 in the present embodiment is not limited to the width and the thickness, and can be implemented in various forms. This applies equally to the concrete sequence body 40.

At least a part of the concrete body restraining bar 30 is disposed in the concrete body 20. In this embodiment, the concrete body restraining bar 30 includes a concrete body restraining reinforcing bar 31 and a concrete body restraining reinforcing bar 33. [

The concrete body restraint reinforcement body 31 is formed in a shape of 'ㅁ' shape in this embodiment. The concrete body 20 is formed in advance, and in this process, the concrete body restraint reinforcement body 31 is fixed to both ends of the concrete body 20, and the other side is exposed to expose a part of the concrete body restrained reinforcing body 31 to the outside to form a 'C' shape, but the concrete body restrained reinforcing body 31 is formed through the concrete sequence body 40, The final external exposure of the substrate 31 is not formed.

The plurality of concrete body-restraining reinforcing bars 31 are provided. The concrete body-restrained reinforcing bar body 31 has a structure in which a plurality of reinforcing bars 31 are arranged in a line at equal intervals, but the present invention is not limited thereto. That is, according to the design specifications, the plurality of concrete body-bound reinforcing steel bodies 31 may have a boiling-interval arrangement structure, and any one of them may have a shape other than a " .

In some cases, the concrete body restraining bar 30 may further comprise a concrete body restraining rebar 33. The concrete body restraining reinforcing bars 33 are arranged in the direction of arranging the plurality of concrete body restraining reinforcing bars 31. In this embodiment, the concrete body restraining reinforcing bars 33 are arranged in the longitudinal direction of the concrete body 20 The rigidity in the longitudinal direction of the concrete body 20 can be reinforced. For example, when the concrete body 20 is realized as a vertical pillar or a wall, it may function as a main body in the concrete body 20, and may function to strengthen the longitudinal stiffness of the concrete body . In this embodiment, the concrete body constraining reinforcing bars 33 are arranged in the concrete sequence body 40 by taking a structure disposed on the upper side in the figure of the concrete body constraining steel body 31. However, The number and position of the reinforcing bars 33 are not limited to this.

Although the number and arrangement positions of the concrete body restraining reinforcing bars 33 are not limited to a specific number and positions, in the present embodiment, the concrete body restraining reinforcing bars 33 are formed by laying down the concrete body restraining reinforcing bars 31 Shaped concrete body 20 and two of the concrete structures 20 are extended one by one along the longitudinal direction of the concrete body 20 inside the closed corner of the ' It is also possible to form a structure capable of reinforcing a predetermined sufficient rigidity corresponding to the concrete body 20 on the side opposite to the end confined to the concrete body 20.

Also, the concrete reinforcing structure 10 of the present invention includes a base plate 100 and a reinforcing body 300. The base plate 100 is disposed to face the concrete body 20, and the base plate 100 may have a predetermined length in the longitudinal direction of the concrete body 20.

The reinforcing body 300 is formed at least partially in the space defined by the concrete body restraining bar 30, more specifically, a 'c' formed by exposing a substantially 'ker' character or the upper end of the figure of the concrete body restraining bar 30 The concrete body restraining reinforcement 31 having a shape is disposed inside a rectangular space which intersects a plane perpendicular to the longitudinal direction of the concrete body 20 together with the concrete body 20, Is disposed outside the reinforcing body (300) so that a space in which the concrete is placed between the concrete body (20) and the concrete body (20) is disposed.

The base plate 100 is fixed to the upper end of the concrete body restraining bar 31 so that the position of the base plate 100 can be ensured in the process of pouring concrete into the interspace.

Also, the concrete reinforcing structure 10 of the present invention includes an anchor portion 200, which is connected to the base plate 100 and disposed toward the concrete body 20.

More specifically, one end of the anchor portion 200 is disposed on the base plate 100, and the other end is disposed toward the reinforcing body 300. An anchor portion 200 connected to the base plate 100 by placing concrete between the concrete body 20 and the base plate 100 and a concrete body constrained reinforcing body 31 connected to the concrete body 20 are connected to the reinforcement body And the concrete is sandwiched between the base plate 100 and the concrete body 20 with the base 300 interposed therebetween.

Although the anchor portion 200 is shown as a head bolt type in the present embodiment, the anchor portion 200 may be embodied as an anchor of a head stud type and a tread bar type in a range where the anchor portion 200 is connected to the base plate 100 Various variations are possible.

More specifically, the reinforcing body 300 according to an embodiment of the present invention includes a plurality of reinforcing bars 310 and a reinforcing hoop 320. At least a part of the reinforcing sea 310 is disposed in a direction crossing the longitudinal direction of the base plate 100 and the concrete body 20. The reinforcing hoop 320 constrains a plurality of reinforcing bars 320 between the base plate 100 and the concrete body 20. [ The reinforcing body 300 disposed in the concrete sequence body interposed between the base plate 100 and the concrete body 20 has a structure in which the base plate 100 / the anchor portion 200 and the concrete body 20 / The rigidity between the base plate 100 / the anchor portion 200 and the concrete body 20 / the concrete body restraining bar 30 is strengthened through the concrete sequence body placed between the reinforcing bars 30 and interposed therebetween. .

At least a portion of the reinforcing bar 310 is disposed in an intersecting direction with respect to the longitudinal direction of the base plate 100 and the concrete body 20. More specifically, the reinforcing bar 310 is connected to the reinforcing main bar 311 and the reinforcing main bar Line 313 and a reinforcing side bar 315. The reinforcing side bar 315 is formed of a metal plate. The reinforcing bar 310 of the present embodiment further includes a reinforcing sidebar connecting line 317. [

The reinforcing main bar 311 is spaced from the base plate 100 in a direction transverse to the concrete body 20 and the reinforcing main bar connecting line 313 is disposed on one end side of the reinforcing main bar 311 And a pair of reinforcing main bars 311 spaced apart from each other are connected.

That is, in the present embodiment, a pair of reinforcing main bars 311 spaced apart from each other and a reinforcing main bar connecting line 313 connecting the reinforcing main bars 311 are formed to have a "C" The invention is not limited thereto.

Another reinforcing body 300 according to an embodiment of the present invention includes a reinforcing side bar 315 which is provided on the other end side of the reinforcing main bar 311 At least a part of which is arranged vertically in the longitudinal direction and is restrained in contact with the reinforcing hoop 320.

Here, the reinforcing hoop 320 restrains a plurality of reinforcing bars 320 between the base plate 100 and the concrete body 20, and the reinforcing hoop 320 is formed of a plurality of reinforcing bars 320, Shaped reinforcing main bar 311. The reinforcing main bar 311 has a reinforcing main bar side bar 315 extending from the other end side of the reinforcing main bar 311 so that at least a part of the reinforcing main bar side bar 315 is perpendicular to the longitudinal direction to form a mutual contact structure Through such a contact structure, the reinforcing hoop 320 constrains at least part of the reinforcing side bar 315 of the plurality of reinforcing bars 320 spaced apart to ultimately reinforce the reinforcing bar 320.

The reinforcing side bar 315 includes a reinforcing side bar main portion 316 and a reinforcing side bar connecting portion 317. [

The reinforcing sidebar main portion 316 forms an arrangement substantially parallel to the reinforcing main bar 311 and the reinforcing sidebar connecting portion 317 has reinforcing main bar 311 and reinforcing side bar main portion 311 at each end 316, respectively. The reinforcing bar 300 of the present invention has the Ω shape so that the poured concrete disposed between the base plate / anchor portion 200 and the concrete body restraining bar 30 / A stable connection structure can be achieved.

The reinforcing main bar connecting line 313 has a structure in which the reinforcement main bar 311 is arranged toward the base plate 100 side in this embodiment and the distance between the reinforcing main bar 311 and the anchor 200 So that the connection between the base plate 100 / the anchor part 200 side and the side of the reinforcing body 300 through the concrete can be formed to form a stable load distribution.

More specifically, the anchor portion 200 connected at the base plate 100 includes at least a portion connected to the base plate 100 and extending straight toward the concrete body 20, wherein the plane formed by the reinforcing bar 310 At least a part of the reinforcing main bar 311 of the reinforcing body 300 and the anchor part 200 connected to the base plate 100 are arranged on the line 11 in a cross-projection manner when the anchor part 200 is projected (See FIG. 3). Through such a structure, sufficient dispersion is achieved with respect to the strength applied between the base plate 100 and the concrete body 20, thereby preventing the load from concentrating on a specific area and enhancing the strength through concrete, It can increase the age.

Hereinafter, a manufacturing process of the concrete reinforcing structure 10 will be described.

First, a concrete body providing step is performed in which a concrete body 20 to be pre-cured is provided. At this time, at least a part of the concrete body restraining bar 30 is disposed in the pre-curing step so as to be located inside the concrete body 20. [

Thereafter, the base plate 100 is disposed to face the concrete body 20, and the reinforcing body 300 is disposed between the base plate 100 and the concrete body 20. That is, a reinforcing body arranging step in which the reinforcing body 300 is disposed between the base plate 100 and the concrete body 20 is performed, and a base plate placing step in which a base plate having an anchor portion is disposed is arranged do.

An anchor portion 200 is disposed on the bottom surface of the base plate 100 and the reinforcing body 300 is held in position via connection means such as a wire or the like with the base plate 100 and / or the anchor portion 200, Positional fluctuation can be prevented. Although not applied in the present embodiment, the end of the reinforcing body 300 may be connected to the bottom surface of the base plate 100 through welding or the like as the case may be.

The reinforcing main bar 311 of the reinforcing bar 310 of the reinforcing body 300 when the position of the reinforcing body 300 is positioned is formed such that the anchor part 200 disposed on the bottom surface of the base plate 100 is It is possible to increase and strengthen the strength through load sharing by occupying the position where the plane including the axis formed by the lower end of the drawing is overlapped with the projection.

Thereafter, a concrete sequence body step in which concrete is placed between the concrete body 20 and the base plate 100 is executed. At this stage, the concrete constituting the concrete sequence body is cured by securing a predetermined position, and is integrated with the concrete body q. The reinforcing body 300 can be positioned inside the concrete sequence body 40, Thereby ultimately achieving a structure for increasing the strength of the concrete reinforcing structure 10.

7 and 8 illustrate another embodiment of the present invention in which a side view of a structure according to a manufacturing process of a concrete reinforced structure 10 realized by a thin wall or a thin bottom in which an anchor opening distance can not be secured And a front view.

First, a concrete body 20 to be pre-cured is provided. At this time, at least a part of the concrete body restraining bar 30 is disposed in the pre-curing step so as to be located inside the concrete body 20. [

Thereafter, the base plate 100 is disposed to face the concrete body 20, and the reinforcing body 300 is disposed between the base plate 100 and the concrete body 20. At this time, the anchor portion 200 is disposed on the bottom surface of the base plate 100, and the reinforcing body 300 is held in position via connection means such as a wire with the base plate 100 and / or the anchor portion 200, Positional fluctuations can be prevented at the time of pouring. Although not applied in the present embodiment, the end of the reinforcing body 300 may be connected to the bottom surface of the base plate 100 through welding or the like as the case may be.

The reinforcing main bar 311 of the reinforcing bar 310 of the reinforcing body 300 when the position of the reinforcing body 300 is positioned is formed such that the anchor part 200 disposed on the bottom surface of the base plate 100 is It is possible to increase and strengthen the strength through load sharing by occupying the position where the plane including the axis formed by the lower end of the drawing is overlapped with the projection.

Thereafter, the reinforcing body 300 can be positioned inside the concrete sequence body 40 by providing concrete between the concrete body 20 and the base plate 100 to secure a predetermined position, The strength reinforcing structure of the concrete reinforcing structure 10 can be achieved.

Although the concrete sequence body 40 (see FIGS. 7 and 8) has been described as being integrally formed with the concrete body in the above embodiment, the structure of the present invention is not limited to a thin wall or a thin floor The concrete body and the concrete sequence body may be integrally formed in a single structure (see FIGS. 9 and 10). That is, the concrete body restraining bar 30 and the reinforcing body 300 may be disposed first, and then the concrete may be installed to form the concrete body 20 integrally.

In the above embodiments, only the reinforcement structure formed through the concrete body and the concrete sequence body is described. However, the present invention includes the reinforcement damping system for reinforced earthquake-proof reinforcement including the above concrete reinforcement structure. For example, Reinforced concrete damping system having a structure in which the above-described concrete reinforcing structure of the concrete reinforcing structure is connected with a vibration damping damper to enhance the vibration resistance. That is, the earthquake-proof reinforced concrete damping damping system includes the above-described concrete reinforcing structure and the vibration damping damper, and the structure of the concrete reinforcing structure is replaced with the above structure to avoid overlapping.

FIG. 11 is a perspective view schematically showing an assembling configuration of a concrete structure of a seismic strengthening concrete reinforcing damping system according to an embodiment of the present invention and a vibration damper connected thereto, FIG. 12 is a perspective view of a seismic strengthening concrete damping system according to an embodiment of the present invention, FIG. 13 is a sectional view schematically showing the internal structure of a vibration damping damper of an earthquake-proof reinforced concrete reinforced damping system according to an embodiment of the present invention. FIG. 13 is a sectional view schematically showing the internal structure of a vibration damping damper of a reinforced concrete reinforced vibration damping system. to be.

The vibration damping damper connected to the concrete structure of the earthquake-proof reinforced concrete reinforcing damping system according to the embodiment of the present invention damps the external load by the hysteresis due to the frictional force as well as the resistance deformation due to its own rigidity. A lower body 2000, a central body 3000 disposed therebetween, an upper connection module 4000 and a lower connection module 5000. [

The damper damper is disposed between the upper beam and the lower beam. The upper concrete structure of the present invention may be embodied as a beam structure including an upper beam or a lower beam. The upper body 1000 and the lower body 2000 of the vibration damper And the upper body 1000 is disposed on the upper part so as to be coupled to the upper beams 20 and 40 of the building structure having the upper end as a concrete structure as shown in FIG. (2000) is disposed at the lower portion so as to be coupled to the lower beams (20, 40) of a building structure having a lower end portion implemented as a concrete structure as shown in FIG. The central body 3000 is disposed at an intermediate portion between the upper body 1000 and the lower body 2000 and has an upper end coupled to the upper body 1000 and a lower end coupled to the lower body 2000.

The upper connection module 4000 interconnects the lower end of the upper body 1000 with the upper end of the center body 3000. The upper body 1000 and the central body 3000 may be coupled to each other do. The lower connection module 5000 connects the upper end of the lower body 2000 and the lower end of the central body 3000 to each other so that the lower body 2000 and the central body 3000 can be friction- do.

According to this structure, the vibration damper of the earthquake-proof reinforced concrete reinforced damping damping system according to an embodiment of the present invention can prevent the vibration of the upper body 1000 coupled to the upper beams 20, 40 when an external load such as a wind or an earthquake acts, And the lower body 2000 coupled to the lower beams 20 and 40 are moved relative to the central body 3000 by friction, and the external load is damped and friction damped by the frictional force generated thereby, Stability can be enhanced.

It is preferable that the upper connection module 4000 and the lower connection module 5000 are formed so as to limit a relative friction movement distance of the upper body 1000 and the lower body 2000 with respect to the central body 3000. The upper connection module 4000 and the lower connection module 5000 may be configured so that the maximum static friction force by the upper connection module 4000 and the maximum static friction force by the lower connection module 5000 are equal to each other But are preferably configured differently according to one embodiment of the present invention.

Meanwhile, as described above, the vibration damper according to the embodiment of the present invention firstly frictionally damps the external load by the relative friction movement of the upper body 1000 and the lower body 2000 with respect to the center body 3000 And then the external force of the central body 3000 is plastically deformed after the first frictional damping and the second external damping can be damped.

According to this structure, the vibration damping damper according to the embodiment of the present invention performs the primary friction damping function by the relative friction movement of the upper body 1000 and the lower body 2000 with respect to the center body 3000, And has a vibration damping characteristic in that it performs a secondary damping function by self-deformation of the body 3000. When the external body load is relatively small, the central body 3000 is in an elastically deformed state, And it has seismic characteristics in that it improves the earthquake resistance. Therefore, the vibration damping damper according to an embodiment of the present invention functions as a hybrid damper having both vibration and seismic characteristics according to the magnitude of the external load.

Next, we will examine each configuration in more detail.

The central body 3000 is self-deformed so as to perform a secondary damping operation after the primary friction damping as described above. At this time, the upper body 20, 40 and the upper body 1000 The upper body 1000 and the lower body 2000 are structurally higher in strength than the central body 3000 so that the lower body 2000 and the lower body 2000 can yield and deform only the central body 3000 without undergoing yield deformation .

For example, the upper body 1000 and the lower body 2000 include a plate-shaped main plate M arranged in the vertical direction as shown in FIG. 12, And the central body 3000 may be formed in a simple flat plate shape. In some cases, the center body 3000 may be provided with a flange plate F, A plurality of through holes (see Figs. 14 and 15) may be formed so that self-deformation can smoothly occur.

The upper body 1000 and the lower body 2000 are structured such that the flange plate F protruding in a direction perpendicular to both ends of the main plate M is joined so that the strength is strengthened. It can have higher strength.

At least one stiffener S may be mounted on the upper body 1000 and the lower body 2000 so as to protrude from both sides of the main plate M and the upper body 1000 and the lower body 2000, Can be further improved.

The strength of the upper body 1000 and the lower body 2000 can be structurally improved through the flange plate F and the stiffener S. However, the material of the upper body 1000 and the lower body 2000 The strength of the upper body 1000 and the lower body 2000 may be improved in terms of material by applying a material having a higher tensile strength or yield strength.

The upper body 1000 and the lower body 2000 are respectively provided with separate body base plates 1100 and 2100 to receive loads transmitted from the upper beams 20 and 40 and the lower beams 20 and 40 smoothly, The body base plates 1100 and 2100 are connected to the base plate of the concrete reinforcing structure through a bolt.

The damper damper according to an embodiment of the present invention may be installed to reinforce non-structural walls of a building structure rather than a wall structure of the building structure. In this way, the concrete damper of the concrete structure of the building structure, An upper body 1000 and a lower body 2000 coupled to the upper beams 20 and 40 and the lower beams 20 and 40 implemented as a sequence body and a central body 3000 disposed therebetween, Therefore, the installation work is very easy, and the structure can be manually installed by the operator without employing any additional construction heavy equipment.

Particularly, when the height of the building is high and the size of the upper body 1000 and the lower body 2000 is relatively large, the upper body 1000 and the lower body 2000 The main plate M may be formed as a plurality of divided plates (not shown) separated in the horizontal direction and may be welded or bolted in the field.

The upper connection module 4000 and the lower connection module 5000 have the same configuration as those of connecting the upper body 1000 and the lower body 2000 to the central body 3000 but are different from each other, Only the connection module 4000 will be described.

The upper connection module 4000 includes a pair of connection plates 4100 having upper and lower ends both in close contact with upper and lower surfaces of the upper body 1000 and the central body 3000, And a friction pad 4200 inserted and interposed between the connection plates 4100. At this time, any one of the upper body 1000 and the central body 3000 and the connecting plate 4100 are bolted to each other through a long slot hole H2.

For example, as shown in FIG. 12, a slot hole H2 is formed horizontally at the upper end of the connection plate 4100, and a plurality of bolt holes H1 are formed at a lower end thereof. A corresponding slot hole H2 is formed in the upper body 1000 and a plurality of bolt holes H1 are formed in the central body 3000. [ The connection plate 4100 is provided in a pair so as to be closely contacted to both surfaces of the upper body 1000 and the central body 3000. A friction pad 4200 is attached to the inner surface of the connection plate 4100, And is interposed between the body 1000 and the central body 3000 and the connecting plate 4100.

The coupling bolt B and the nut N are coupled to the bolt hole H1 formed in the coupling plate 4100 and the central body 3000 so that the coupling between the central body 3000 and the coupling plate 4100 is fixed, The coupling bolt B and the nut N are also coupled to the slot hole H2. A separate washer W having a large frictional area is inserted between the coupling bolt B and the nut N at this time . When the coupling bolt B and the nut N are coupled through the slot hole H2 as described above, the coupling plate 4100 and the upper body 1000 are tightly coupled to each other with the friction pad 4200 therebetween, do.

According to the coupling structure through the slot hole H2, the upper body 1000 can move within the length of the slot hole H2 along the longitudinal direction of the slot hole H2. Of course, the movement of the upper body 1000 occurs only when an external load larger than the maximum static frictional force due to contact with the friction pad 4200 is applied.

That is, when an external load greater than the maximum static frictional force due to contact with the friction pad 4200 acts on the upper body 1000, the upper body 1000 moves along the slot hole H2, (3000) is fixed through the bolt hole (H1) and is held in a fixed position with the connection plate (4100). In other words, in a fixed state, the central body 3000 moves relative to the central body 3000 while frictionally moving the upper body 1000 along the slot hole H2.

At this time, the friction pad 4200 may be a variety of friction pads commonly used in the construction field, and the configuration for the friction pad 4200, such as a brake pad used for a brake device of an automobile, As shown in FIG.

The lower connection module 5000 also includes a pair of connection plates 5100 tightly coupled to both sides of the lower body 2000 and the center body 3000 in the same manner as the upper connection module 4000, The lower body 2000 and the central body 3000 and the connecting plate 5100 are inserted into the slot holes H2 (H2) and the connecting plate 5100, , So that the lower body 2000 and the central body 3000 are configured to move relative to each other. This is the same as the structure described in connection with the above-described upper connection module 4000, and a detailed description thereof will be omitted for the purpose of preventing duplication.

As described above, the upper body 1000 and the central body 3000 are connected by the upper connection module 4000 so as to be relatively frictionally movable. The lower body 2000 and the central body 3000 are connected to the lower connection module 5,000). ≪ / RTI > The upper body 1000 and the lower body 2000 are moved relative to the central body 3000 with respect to the upper body 1000 and the lower body 2000 by an external load greater than the maximum static frictional force due to the fastening force of the upper connection module 4000 and the lower connection module 5000, So that the external load is attenuated by such friction movement.

Since the relative friction movement between the upper body 1000 and the lower body 2000 is performed along the slot hole H2, the relative distance of friction movement is limited according to the length of the slot hole H2. Accordingly, after the upper body 1000 and the lower body 2000 are frictionally moved to the maximum extent along the slot hole H2, they can no longer be moved by friction. Then, as described above, the central body 3000 is subjected to plastic deformation And secondly damps the external load.

14 and 15 are a schematic front view and a partially enlarged enlarged front view of an earthquake-proof reinforced concrete reinforced damping damping system in which the vibration damping damper and the concrete reinforcing structure of the present invention are connected to each other. The central body of Figs. 14 and 15 has a structure in which a through hole is additionally formed, unlike the case shown in Fig. The body base plates 1100 and 2100 disposed at the upper and lower ends of the vibration damper and the lower body are connected to the base plate 100 disposed in the concrete body / concrete sequence body, which is embodied as an upper beam and a lower beam, The plate 100 can prevent or reduce the possibility of concrete damage to the upper beam and the lower beam formed by the concrete body / concrete sequence body by increasing the strength through the reinforcing body 300, thereby providing a reinforced earthquake-resistant structure.

The above embodiments illustrate examples of the present invention. The present invention can be applied to a structure including a concrete body, a concrete body constraining steel bar, a base plate, and an anchor portion, and a reinforced concrete reinforced concrete structure having such a concrete reinforcing structure Various modifications are possible within the scope of providing a vibration suppression damping system.

100 ... plate portion 200 ... anchor portion
300 ... reinforcement body 310 ... reinforcement bar
320 ... Reinforced hoop

Claims (10)

Concrete body,
A concrete body restraining bar disposed on the concrete body,
At least a part of which is disposed inside the space defined by the concrete body restraining bar,
A base plate disposed on the outer side of the reinforcing body so that a space in which the concrete is placed between the concrete body and the concrete body,
An anchor portion having one end disposed on the base plate and the other end disposed toward the reinforcing body,
And a concrete sequence body cast between the concrete body and the base plate.
The method according to claim 1,
The reinforcing body comprises:
A plurality of reinforcing bars at least partially disposed in a direction crossing the longitudinal direction of the base plate and the concrete body,
And a reinforcing hoop for restraining the plurality of reinforcing bars between the base plate and the concrete body.
3. The method of claim 2,
The reinforcing bar comprises:
A reinforcing main bar spaced apart in a direction transverse to the base plate and the concrete body,
A reinforcing main bar connecting line disposed at one end side of the reinforcing main bar and connecting the reinforcing main bar,
And a reinforcing side bar disposed at the other end side of the reinforcing main bar so as to be at least partially perpendicular to the longitudinal direction of the reinforcing main bar and restricting the reinforcing main bar in contact with the reinforcing hoop.
The method of claim 3,
When the anchor portion is projected on a plane formed by the reinforcing bar,
Wherein at least a portion of the anchor portion intersects the reinforcing main bar.
5. The method of claim 4,
Wherein the reinforcing bar has an Ω shape.
The method according to claim 1,
The concrete body confined reinforcing bars are:
A plurality of 'C' shaped concrete-bound reinforcing bars connected at both ends to the concrete body,
And a concrete body restraining reinforcing bar for restraining the concrete body restraining reinforcement body in contact with the concrete body restraining reinforcement body disposed across the concrete body restraining reinforcement body.
Concrete body,
A concrete body restraining bar disposed on the concrete body,
At least a part of which is disposed inside the space defined by the concrete body restraining bar,
A base plate disposed on the outer side of the reinforcing body so that a space in which concrete is poured is disposed between the concrete body and the concrete body;
And an anchor portion having one end disposed on the base plate and the other end disposed toward the reinforcing body.
A concrete body providing step in which at least a part of the concrete body restraining bar 30 is provided with a concrete body 20 which is pre-cured so as to be positioned inside the concrete body 20;
A reinforcing body disposing step of disposing the reinforcing body 300 on the concrete body 20,
A base plate disposing step of disposing a base plate 100 in which the reinforcing body 300 is disposed between the concrete bodies 20 and an anchor portion is disposed on the inner side toward the concrete body;
And a concrete sequence body step of forming a concrete sequence body integrally formed with the concrete body by placing concrete between the concrete body 20 and the base plate 100. [ .
A concrete body, a concrete body restraining bar disposed at the concrete body, a reinforcing body at least a part of which is disposed inside the space defined by the concrete body restraining bar, and a concrete is inserted between the concrete body and the concrete body An anchor portion having one end disposed on the base plate and the other end disposed toward the reinforcing body; and an anchor portion disposed between the concrete body and the base plate, A concrete reinforcement structure comprising an upper beam or a lower beam disposed at an upper portion and a lower portion of the concrete body,
And a vibration damping damper disposed between the upper beam and the lower beam.
10. The method of claim 9,
The vibration damping damper comprises:
An upper body and a lower body respectively disposed at upper and lower portions; A central body disposed between the upper body and the lower body; An upper connection module for coupling the upper body and the central body to each other so as to frictionally move relative to each other; And a lower connection module for coupling the lower body and the central body to each other so as to frictionally move relative to each other,
The first and second frictional damping forces are applied to the central body through the relative friction movement of the upper and lower bodies,
Wherein the upper connection module includes a pair of connection plates having upper and lower ends both in close contact with both surfaces of the upper body and the central body; And a friction pad interposed between the upper body and the central body and the connecting plate,
Wherein the concrete body is disposed at an upper portion or a lower portion, and the upper body or the lower body is connected to the base plate.
KR1020160003413A 2016-01-11 2016-01-11 Concrete reinfored structure and aseismic damping system with the same KR101824790B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108277998A (en) * 2018-04-04 2018-07-13 四川森宇建筑工程有限公司 A kind of concrete strengthening wall body structure

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JP5147068B2 (en) * 2008-12-26 2013-02-20 岡部株式会社 Base plate construction method for attaching a seismic isolation device, and reinforcing bars for base plate installation used in the construction method
KR101402479B1 (en) * 2011-06-09 2014-06-09 (주) 동양구조안전기술 Aseismic Damper

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108277998A (en) * 2018-04-04 2018-07-13 四川森宇建筑工程有限公司 A kind of concrete strengthening wall body structure

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