KR20170101032A - Seismic Reinforcing Structure of Opening of Building And Reinforcing Method Using Segment Type Reinforcing Structure - Google Patents

Abstract

The present invention relates to a seismic reinforcing structure and a reinforcement method of an opening of a building using a segment type reinforcing structure which is provided in a link form to an opening of a building to reinforce the cross section of the opening and induce structural stability.
A preferred embodiment of the seismic reinforcing structure of the opening of a building using the segmented reinforcing structure of the present invention is a reinforcing structure of an opening made of a column and a beam or a slab and includes a horizontal engaging portion in which anchor holes are formed at regular intervals in the longitudinal direction, And a vertical coupling part extending vertically at both ends in the width direction of the horizontal coupling part and having a U-shaped cross-section, the end of the vertical coupling part is inserted into the outer side of the opening part at a predetermined depth and is coupled to the center of the opening part, A main body formed into a quadrangular frame shape by an H-shaped steel; An elastic pad formed at each corner of the main body; And a corner angle having a pivotal cross section joined to the other side of the diagonal of the corner joint and the support angle having a pivotal cross section coupled to the corner joint, Wherein the corner angles of the braces are connected to the anchor bolts at the corners of the openings, respectively.

Description

Technical Field [0001] The present invention relates to seismic reinforcement structures and reinforcement methods for building openings using segmented reinforced structures,

[0001] The present invention relates to a seismic reinforcing structure and a reinforcing method for an opening of a building using a segmented reinforcing structure, and more particularly, Reinforced structure of an opening of a building using a reinforced structure.

Recently, the openings in which the windows are installed in the recent buildings are formed larger than the conventional ones. Accordingly, there is a problem that the windows are damaged when the external force such as the earthquake or the like acts or the stress acts on the structural members such as the columns. Therefore, a reinforcing structure capable of transmitting and absorbing a force, a load, and the like is required for the opening made up of the column and the beam or slab, but there is a problem that a proper reinforcing structure can not be installed due to the installation of a window.

As a background of the present invention, there is a patent registration No. 1277751 entitled " Precast block and a remodeling reinforcing method of a low-rise building using a block and a pillar building " 7, when the remodeling of a building structure is performed, the PC block body is configured to be supported by the column and the space of the beam so as to match the space size between the upper and lower pillars, A reinforcing PC block for a column and a beam of a building having a horizontal reinforcing bar to reinforce the strength of the column and the beam against the columns and beams of the building structure, A PC block 10 having a U-shaped overall shape and a lower horizontal revetment 13 formed at the lower end of the bilateral vertical reinforcement so as to be seated on the upper portion of the building structure; 11) has a space portion (16) formed so that an upper end thereof is opened to pour concrete, and the space portion (16) has an adhesion area Neolil to propose a plurality of pre-cast blocks ", characterized in that concave and convex portions 17 are formed on the inner wall.

However, the above background technology can reinforce the columns of existing buildings, but not only effectively transmit or absorb stresses in the places where the stress is concentrated at the time of stress generation, but also absorb the impact applied to the window frames in the openings where the windows are installed In particular, there is a problem that the structure can not resist in the out-of-plane direction, and the opening applied with the window can not absorb the impact applied to the window frame when the construction is performed.

Patent Registration No. 1277751, "Remodeling Reinforcing Method for Precast Block and its Building Using Low-

In the present invention, a segment type reinforcing structure is installed outside a window frame in an opening where a window frame of a conventional RC structure such as a school is installed, so that construction is very quick and easy, and the window frame is protected by absorbing impact applied to the window frame And the stress concentrated on the column can be minimized so that the structural stability can be induced. The cross section of the opening is reinforced by fixing the one side of the fixed channel on the outer side of the opening, So that the shear resistance of the fixed channel can be increased and the shear strength and shear stiffness can be exerted to effectively increase the shear reinforcement effect. As a result, the depth at which the anchor is embedded can be reduced Interference with other members, such as studs in old concrete or anti- To provide a female using an effective segmented reinforcing structure to allow the construction of earthquake-proof reinforcement structure building opening and reinforcement method it is an object.

The present invention provides a reinforcement structure for an opening comprising a column and a beam or a slab, comprising: a horizontal coupling portion having anchor holes formed at regular intervals in the longitudinal direction; and a vertical coupling portion extending in the vertical direction at both ends in the width direction of the horizontal coupling portion, A fixed channel formed to have a cross section is inserted into the outer surface of the opening portion at an end portion of the vertical coupling portion at a predetermined depth and is formed at a central portion of the opening portion and formed into a rectangular frame shape by an H- An elastic pad formed at each corner of the main body; And a corner angle having a lattice section joined to the other diagonal direction of the diagonal, wherein the support angle is formed by a link having a corner formed by a square- And a brace formed in a diagonal direction at four corners of the main body by being coupled to the respective corners of the main body, wherein the corner reinforcing structure is configured such that the corner angles of the braces are coupled to the anchor bolts at the corners of the opening. To provide an earthquake-proof reinforcement structure of an opening of a building.

In addition, a reinforcement member is coupled to an inner edge of each of the main bodies so as to connect the vertical surface and the horizontal surface of the main body, thereby providing an earthquake-proof reinforcement structure of a building opening using the segment reinforcing structure.

Also, the present invention provides a seismic reinforcing structure of an opening of a building using the segmented reinforcing structure, wherein the elastic pad is an elastomer.

Also, it is intended to provide an anti-seismic structure of an opening of a building using a segmented reinforcing structure, wherein the link of the brace is a plate-like plate.

Further, it is desirable to provide a seismic reinforcing structure of an opening of a building using a segmented reinforcing structure, wherein a pair of brackets of the brace are formed in parallel.

Also, it is an object of the present invention to provide a seismic reinforcing structure of a building opening using a segmented reinforcing structure, in which a buckling preventing plate is configured to interconnect a pair of plates.

Also, it is intended to provide an anti-seismic structure of an opening of a building using a segmented reinforcing structure, characterized in that a plurality of firing induction holes are formed through the link of the brace.

Also, in the fixed channel, the end portion of the vertical coupling portion is inserted at a predetermined depth in a state where the outer surface of the opening portion and the lower surface of the horizontal coupling portion are spaced apart by a predetermined distance, and the concrete is filled in the space between the outer side surface of the opening portion and the horizontal coupling portion The present invention also provides a seismic reinforcing structure for an opening of a building using the segmented reinforcing structure.

Also, one or more concrete filling holes are formed at a predetermined position of a horizontal joint portion of the fixed channel, to provide a seismic reinforcing structure of a building opening using the segment reinforcing structure.

The horizontal joint portion of the fixed channel is formed with a widened portion having a shape widened inwardly of a predetermined length at both ends in the longitudinal direction. The present invention provides a seismic reinforcing structure of a building opening using the segmented reinforcing structure.

(A) a main body formed into a quadrangular frame shape by an H-shaped steel; An elastic pad formed at each corner of the main body; And a corner angle having a lattice section joined to the other diagonal direction of the diagonal, wherein the support angle is formed by a link having a corner formed by a square- A horizontal reinforcing structure including an anchor hole formed at regular intervals in a longitudinal direction and a brace formed in a horizontal direction at both ends in a width direction of the horizontal engaging portion in a vertical direction A step of pre-fabricating a stationary channel having a U-shaped cross-section and extending vertically; (b) drilling anchor holes in the outer side surface of the opening at regular intervals in the widthwise direction to form an anchor hole having a certain depth in the longitudinal direction on both sides in the width direction around the anchor hole; (c) injecting a filler into the anchor holes and the fixture; (d) inserting an end of the vertical joining part into a fixing hole and inserting an anchor bolt into the anchor hole to fix the fixed channel; and (e) joining a corner angle of the brace to the anchor bolt. The present invention provides a method of reinforcing an opening using a segmented reinforcing structure.

In addition, in the step (a), it is desired to provide a method of reinforcing an opening using a segmented reinforcing structure, wherein the link of the brace is a plate-like plate.

In addition, in the step (a), it is desired to provide a method of reinforcing an opening using a segmented reinforcing structure, characterized in that a pair of plates in the shape of a plate are arranged parallel to each other.

Further, in the step (a), it is desirable to provide a method of reinforcing an opening using a segmented reinforcing structure, in which a buckling prevention plate is configured such that the link interconnects a pair of plates.

Also, in the step (a), a plurality of plastic induction holes are formed in the link of the brace, and a method of reinforcing the opening using the segment reinforcing structure is provided.

In the step (d), the fixed channel may be formed such that the end of the vertical coupling part is inserted at a predetermined depth in a state where the outer surface of the opening part and the lower surface of the horizontal coupling part are spaced apart from each other by a predetermined distance, And the concrete is filled in the space between the outer side surface of the opening and the horizontal engaging portion. The present invention provides a method of reinforcing an opening using a segmented reinforcing structure.

Also, between the step (d) and the step (e), at least one concrete filling hole is formed at a predetermined position of the horizontal joining part of the fixed channel so that the concrete is filled with the concrete filling hole. To provide a method of reinforcing the openings.

In addition, in the step (a), the horizontally coupled portion of the fixed channel is formed with a widened portion having a shape widened inwardly of a predetermined length at both longitudinal ends thereof. The present invention provides a method of reinforcing an opening using the segmented reinforcing structure.

The seismic reinforcement structure and reinforcement method of the opening of a building using the segmented reinforced structure of the present invention is characterized in that a frame type reinforcement structure is installed outside the window frame at the opening where the window frames of the existing RC buildings are installed, It is possible to protect the window frame by absorbing the impact applied to the window frame and to minimize the stress concentrated on the column in the event of occurrence of stress such as earthquake, The shear resistance of the fixed channel is increased by reinforcing the cross section of the opening by increasing the clamping force so that the shear resistance is applied to the fixed channel and the shear strength and shear stiffness can be exhibited. Thereby increasing the depth at which the anchor is embedded Thereby reducing interference with other members such as the stud of the old concrete and the reinforcement bar.

BRIEF DESCRIPTION OF THE DRAWINGS The accompanying drawings, which are incorporated in and constitute a part of the specification, illustrate exemplary embodiments of the invention and, together with the description, serve to explain the principles of the invention, Shall not be construed as limiting.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a view schematically showing a seismic reinforcing structure of an opening of a building using the segmented reinforced structure of the present invention. FIG.
2 is a perspective view of a fixed channel of the present invention.
3 is a cross-sectional view taken along line AA of FIG.
4 is a perspective view of the segmented reinforcing structure of the present invention.
5 is a perspective view of a modified embodiment of the brace of the present invention.
6 is a front view and a cross-sectional view showing an opening reinforcement method using the segmented reinforcing structure according to the order of construction.
FIG. 7 is a side view of an embodiment in which a reinforcing structure of a conventional column inside a building is applied.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the embodiments shown in the accompanying drawings, but the present invention is not limited thereto.

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

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a view schematically showing a seismic reinforcing structure of an opening of a building using the segmented reinforced structure of the present invention. FIG.

As shown in FIG. 1, the seismic reinforcing structure of the opening of a building using the segmented reinforcing structure of the present invention is intended to reinforce an existing RC structure such as a school, and reinforces an opening made of a column 8 and a beam or a slab 9 The stationary channel 40 is formed on the outer surface of the opening, and two or four unit frames 1a formed in the shape of a letter are combined to form a segmented reinforcing structure 1 So that the segmented reinforcing structure 1 is coupled to the fixed channel 40 at the center thereof.

As shown in FIGS. 1A and 4, four unit frames 1a are coupled by using the bottom plate 14 so that the braces 30 formed at the respective corners of the unit frame 1a are respectively coupled to the inner edges of the openings As shown in Fig. 1B, two unit frames 1a are combined to couple one end of the unit frame 1a to the side surface of the column C, and the other side is connected to two unit frames 1a, The braces 30 formed at the respective corners of the openings may be respectively coupled to the inner edges of the openings. That is, two or four unit frames 1a may be used in combination according to the size of the opening and the size of the installed window frame 2.

When the stress F such as an earthquake is generated, the brace 30 formed at each corner of the main body 10 can generate a tensile force ( T) and the compressive force (C). That is, when receiving external stress such as compression or tensile stress, the elastic pad 20 is deformed and absorbed firstly, and the secondary bracing 30 is plastically deformed to absorb the stress, so that the impact applied to the window frame So that the stress transmitted to the column and the like can be minimized to induce structural stability.

In addition, the fixed channel 40 installed in the opening can receive a shear resistance, thereby exhibiting a high shear strength and shear stiffness, thereby effectively increasing the shear reinforcement effect.

FIG. 2 is a perspective view of a fixed channel of the present invention, and FIG. 3 is a sectional view taken along line A-A of FIG.

2A, the fixed channel 40 is a channel shape having a generally U-shaped cross section and includes a horizontal coupling portion 41 and a vertical coupling portion 42 extending in the vertical direction at both ends in the width direction of the horizontal coupling portion, Anchor holes 411 are formed in the horizontal joint portion 41 at regular intervals in the longitudinal direction so that the anchor bolts can be easily engaged.

The fixed channel 40 includes a horizontal coupling portion 41 and a vertical coupling portion 42 extending in the vertical direction at both ends in the width direction of the horizontal coupling portion 41 to form a fixed channel 40 having a U- An end portion of the vertical coupling portion 42 is inserted at a predetermined depth from the outer side of the opening portion and is coupled to the outer side surface of the opening portion by using the anchor bolt to reinforce the outer side surfaces of the rectangular opening portion with the fixed channel 40, (40) is provided in a quadrangular frame shape.

The fixed channel 40 is provided on the outer surface of the opening so as to reinforce the end face of the opening portion so that one side of the vertical coupling portion 42 is embedded and fixed to increase the axial end face of the anchor bolt 44, The anchor bolt 44 can be formed on the outer side surface of the opening portion 42. [0053] In addition, since the anchor bolt 44 is formed on the outer surface of the opening portion, It reduces the depth embedded in the concrete to reduce the interference with other members such as the inner studs and the reinforcement bar so that efficient construction can be done.

At this time, in the fixed channel 40, the end portion of the vertical coupling portion 42 is inserted at a predetermined depth in a state where the outer surface of the opening portion and the lower surface of the horizontal coupling portion 41 are spaced apart from each other by a predetermined distance, And the concrete C is filled in the space between the outer surface of the opening portion and the horizontal joining portion 41 to fill the space between the fixing channel 40 and the outer surface of the opening portion to further reinforce the outer surface of the opening portion .

Particularly, as shown in FIG. 2B, the horizontal coupling portion 41 of the fixed channel 40 has a wider portion 41a widened inwardly of a predetermined length at both ends in the longitudinal direction, So that the fastening force of the anchor bolt 44 can be increased to induce the two sheave front ends.

2B, when the wider portion 41a is formed in the horizontal joining portion 41, the vertical joining portion 42 extends in the vertical direction at the widthwise end of the horizontal joining portion 41, The widths of the vertical engagement portions 42 of the end portions are differently formed.

The widened portion 41a is formed in a widened shape extending from both end portions in the longitudinal direction of the horizontal joining portion 41 to a predetermined length inwardly. The widened portion 41a is provided with a corner angle 32, The wider portion 41a may be formed only at a portion where the corner angle 32 is joined to widen the bonding area.

FIG. 4 is a perspective view of a segmented reinforcing structure according to the present invention. FIG. 4 illustrates an embodiment in which four unit frames 10 are combined to form a frame.

As shown in FIG. 4, the segmented reinforced structure 1 of the present invention is formed to have a frame shape by the combination of four unit frames 1a. When the conventional frame reinforced structure 1 is installed in an opening of a new building, It is possible to install the window frame while maintaining the window frame, and to install the window frame in the interior space 11 newly.

The unit frame 1a comprises an a-shaped body 10, an elastic pad 20 coupled to an inner surface of the body 10, and a brace 30 joined diagonally to the outer edge of the body 10 .

It is preferable that the main body 10 uses an H-shaped steel having a large second-order cross-sectional coefficient and being economical. Since the main body 10 is formed in the shape of a quadrangular frame, the coupling between the vertical member and the horizontal member can be combined using various known joining methods such as welding and bolt-fitting.

Since the main body 10 is coupled to form a quadrangular frame using H-shaped steel, a plate-like plate or a bent pipe (not shown) is connected to the inner edge of each of the main body 10, It is possible to combine the reinforcing members 12 having various shapes made of a steel material to reinforce the corner portions.

The elastic pad 20 is coupled to the entire inner surface of the main body 10. The elastic pads 20 are arranged in such a manner that when external stress such as compression or tensile is applied to the opening of the building during the installation of the segment frame reinforcing structure 1 for shock absorption and seismic reinforcement of the present invention, The brace 30 formed at the corner is plastically deformed to absorb the tensile force and the compressive force and the second elastic pad 20 is deformed and absorbed to alleviate the impact applied to the window frame 2. [

The elastic pad 20 can use various known products such as a high-damping rubber for absorbing vibration energy, and an elastomer remarkable in elasticity. An elastomer is also called an elastomer, and is a polymer compound that has a property of stretching several times when pulled by an external force and returning to its original length when an external force is removed.

A brace 30 is connected to the outer edge of the main body 10 and the brace 30 is composed of a link 33 and a corner angle 32 coupled to the other end of the link 33, And is joined to the outer edge of the attachment body 10 by various known methods such as welding, plate welding, welding or bolting.

The other end of the brace 30 that is not engaged with the reinforcing frame 10 is anchored to the corner of the building opening made of a column and a beam or a slab so that the corner angle of the brace 30 And a plurality of anchor coupling holes 323 may be formed in the corner angle 32 so as to communicate with the edges of the opening of the building.

That is, when the segmented reinforcing structure 1 of the present invention is installed in the opening of the building, the main body 10 is located at the center and the corner angles 32 of the braces 30 are coupled to the respective corners which are the inner corners of the opening.

The link 33 of the brace 30 is formed in a rectangular plate shape and one side edge is cut to be coupled to the outer edge of the main body 10 and joined by welding or the like, To be easily joined to the inner edge of the base plate by a known method such as welding.

Since the one end of the link 33 and the corner angle 32 coupled to the other end of the link 33 are respectively coupled to the outer edge of the main body 10 and the edge of the opening, And coupling.

5 is a perspective view of an alternative embodiment of the brace 30 of the present invention.

5, the link 33 allows the elastic pad 20 to deform and absorb the stress primarily when the building is subjected to external stress such as compression or tensile, and the link 33 of the secondary brace 30 33 are plastically deformed so as to absorb the stress. In particular, the firing may be induced in the link 33 by passing through the firing induction holes 331.

The link 33 is formed of a steel material, and may be formed of a plate-like plate. Alternatively, a steel material having various cross-sections such as a steel having an asymmetric cross-section may be used.

The link 33 of the brace 30 may be formed of a pair of plates 33a and 33b having two plate-like plates parallel to each other. The pair of plates 33a and 33b A separate anti-buckling plate 34 may be provided so as to interconnect with each other in the vertical direction so as to prevent buckling of the brace 30 so that it can resist against the out-of-plane direction.

6 is a view showing an opening reinforcement method using the segmented reinforcing structure according to the order of construction according to the present invention.

In the opening reinforcing method using the segmented reinforcing structure of the present invention, the segmented reinforcing structure 1 and the fixed channel 40 are prepared in advance (a).

The segmented reinforcing structure 1 may be formed by combining two or four unit frames 1a formed in the shape of a letter and combining them into a C shape or a frame shape so that the size of the opening, the size of the installed window frame 2 , Or a frame type can be used.

The segmented reinforcing structure 1 and the fixed channel 40 have been described in detail above, and thus will not be described.

Thereafter, as shown in FIG. 6A, the anchor holes 71 and the fixing holes 72 are formed on the outer surface of the opening portion (b).

The anchor holes 71 are formed in the outer surface of the opening portion at predetermined intervals so as to insert the anchor bolts 44 at the center in the width direction at regular intervals and are formed in the longitudinal direction on both sides in the width direction centering on the anchor holes 71 The fixing port 72 having a certain depth is formed vertically.

The fixing port 72 is a portion to which a vertical coupling portion 42 of a fixed channel 40 to be described later is inserted and fixed so that the vertical coupling portion 42 can be vertically drawn. When the wider portion 41a is formed in the fixing portion 71, the width of the fixing portion 71 may be different from that of the fixing portion 71 in the longitudinal direction center portion and the longitudinal direction opposite ends.

Particularly, the fixed channel 40 may be formed such that the end portion of the vertical coupling portion 42 is inserted at a certain depth in a state where the outer surface of the opening portion and the lower surface of the horizontal coupling portion 41 are spaced apart from each other by a predetermined distance.

6B, a filler 7 such as various injection materials is injected into the anchor hole 71 and the fixing hole 72 (c).

The filler 7 is injected to fix the anchor bolt 44 and the fixed channel 40 to be described later.

6C, the fixing channel 40 is inserted into the fixing hole 72 at the end of the vertical coupling part 42 and the anchor bolt 44 is inserted into the anchor hole 71, Thereby fixing the fixed channel 40 (FIG.

Since the anchor bolts 44 can be used in various types of anchor bolts and must be assembled to the anchor holes 71 in the spherical concrete, which is the outer surface of the opening, it is preferable to use a bonded anchor or an expansion anchor ) Should be used.

As the expansion anchor, a sleeve anchor, a shell expansion anchor, a wedge anchor, a rock / concrete expansion anchor, a drop in anchor, a sleeve anchor, a sleeve anchor, , Self drilling anchors, stud anchors, undercut anchors, and so on.

Since the fixed channel 40 has been described above in detail, a detailed description thereof will be omitted.

When the end of the vertical engaging portion 42 is inserted at a predetermined depth in a state where the outer surface of the opening portion and the lower surface of the horizontal engaging portion 41 are spaced from each other by a predetermined distance, So that the space between the engaging portions 41 is filled with the concrete C.

In filling the concrete C, at least one concrete filling hole 412 is formed at a predetermined position of the horizontal joining portion 41 of the fixed channel 40 so that the concrete C ) May be injected to facilitate charging.

Finally, as shown in FIG. 6D, the corner angles 32 of the braces 30 are engaged with the anchor bolts 44, so that the segmented reinforcing structures 1 are installed in the openings to reinforce the openings (e).

The seismic reinforcing structure and reinforcement method of the opening of a building using the segmented reinforced structure of the present invention having the above-described structure is characterized in that a segmented reinforcing structure is installed outside the window frame at the opening where the window frames of the existing RC buildings are installed, It is possible to protect the window frame by absorbing the impact applied to the window frame and to minimize the stress concentrated on the column even when the stress such as earthquake occurs, So that a high shear resistance and shear stiffness can be exhibited by allowing the fixed channel to receive a shear resistance while guiding the two shear faces by increasing the clamping force It is possible to effectively increase the shear reinforcement effect, So that it is possible to reduce the interference with other members such as the stud of the old concrete and the reinforcement bar.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art in light of the above teachings. will be. The invention is not limited by these variations and modifications, but is limited only by the claims appended hereto.

1: Segmented reinforced structure
1a: unit frame
10: Body
11: Internal space
12: reinforcing member
14:
20: Elastic pad
30: Brace
32: Corner angle
33: Link
34: anti-buckling plate
40: Fixed channel
41:
41a:
42: Vertical coupling part

Claims (18)

In the reinforcing structure of the openings made up of the columns (8) and the beams or slabs (9)
A horizontal coupling portion 41 in which anchor holes 411 are formed at regular intervals in the longitudinal direction and a vertical coupling portion 42 extending in the vertical direction at both ends in the width direction of the horizontal coupling portion, (40) is inserted into the outer surface of the opening portion with an end portion of the vertical engaging portion (42)
A main body 10 formed of a H-shaped steel composed of a web 11 and a flange 12 connected to both ends of the web 11 in parallel and formed in a L- A link 33 formed of a steel material and formed in a shape in which a corner of one side is formed in a square shape and is obliquely joined at an outer edge of the main body 10 and an inner edge Shaped or reinforced frame structure formed by combining two or four unit frames 1a formed of a brace 30 constituted by a corner angle 32 having a lattice section to which a plurality of unit frames 1a are joined, (1)
And the corner angle (32) of the brace (30) is coupled to the anchor bolt (44) at the corner of the opening. The method according to claim 1,
Wherein the reinforcing member (12) is coupled to the inner edge of each of the main bodies (10) so as to connect the vertical surface and the horizontal surface of the main body (10). The method according to claim 1,
Wherein the elastic pad (20) is an elastomer. A seismic reinforcing structure of an opening of a building using a segmented reinforcing structure. The method according to claim 1,
And the link (33) of the brace (30) is a plate-like plate. The method according to claim 1,
Wherein the link (33) of the brace (30) has a pair of plates (33a) and (33b) in the form of a plate parallel to each other. The method of claim 5,
And the link (33) is constituted by a buckling prevention plate (34) so as to interconnect the pair of plates (33a) and (33b). The method according to claim 1,
Wherein the link (33) of the brace (30) has a plurality of firing induction holes (331) through which the seismic reinforcing structure of the opening of the building is made. The method according to claim 1,
The fixed channel 40 allows the end of the vertical coupling part 42 to be inserted at a certain depth in a state where the outer surface of the opening part and the lower surface of the horizontal coupling part 41 are spaced apart from each other by a predetermined distance,
(C) is filled in the space between the outer side surface of the opening and the horizontal joining part (41), and the seismic reinforcing structure of the opening of the building using the segmented reinforcing structure. The method according to claim 1,
Characterized in that at least one concrete filling hole (412) is formed at a predetermined position of the horizontal joining part (41) of the fixed channel (40). The method according to claim 1,
Wherein the horizontally engaging portion 41 of the fixed channel 40 is formed with a wider portion 41a widened inwardly of a predetermined length at both longitudinal ends thereof. (a) a body 10 made of a H-shaped steel composed of a web 11 and a flange 12 joined to both ends of the web 11 in parallel, A link 33 formed in a shape of a rectangle with one side edge formed in a shape of a rectangle and joined diagonally at an outer edge of the main body 10 and made of a steel material, And a corner angle 32 having a L-shaped cross section to which an inner edge of the unit frame 1a is coupled. The unit frame 1a is formed by combining two or four unit frames 1a, A reinforcing structure 1 and a horizontal coupling portion 41 in which anchor holes 411 are formed at regular intervals in the longitudinal direction and vertical coupling portions 42 extending in the vertical direction at both ends in the width direction of the horizontal coupling portion, A pre-fabricated channel 40, step;
(b) The anchor holes 71 are drilled in the outer side surfaces of the openings at regular intervals in the center in the width direction, and the fixing holes 72 are formed at both sides in the width direction of the anchor holes 71, step;
(c) injecting filler (7) into anchor hole (71) and fixture (72);
(d) inserting the fixing channel 40 into the fixing hole 72 of the vertical coupling portion 42 and inserting and fixing the anchor bolt 44 into the anchor hole 71;
(e) joining the corner angles (32) of the braces (30) to the anchor bolts (44). The method of claim 11,
In step (a)
Wherein the link (33) of the brace (30) is a plate-like plate. The method of claim 11,
In step (a)
Wherein the link (33) of the brace (30) comprises a pair of plates (33a, 33b) in the form of a plate parallel to each other. The method of claim 11,
In step (a)
Wherein the link (33) comprises a buckling prevention plate (34) to interconnect the pair of plates (33a) (33b). The method of claim 11,
In step (a)
Wherein the link (33) of the brace (30) is provided with a plurality of firing induction holes (331) through which the openings are reinforced. The method of claim 11,
In step (d)
The fixed channel 40 allows the end of the vertical coupling part 42 to be inserted at a certain depth in a state where the outer surface of the opening part and the lower surface of the horizontal coupling part 41 are spaced apart from each other by a predetermined distance,
Between step (d) and step (e)
(C) is filled in the space between the outer surface of the opening and the horizontal joining portion (41). 18. The method of claim 16,
Between step (d) and step (e)
Wherein at least one concrete filling hole 412 is formed at a predetermined position of the horizontal joining portion 41 of the fixed channel 40 so as to fill the concrete C with the concrete filling hole 412. [ A method of reinforcing openings using reinforced structures. The method of claim 11,
In step (a)
Wherein the horizontal joining portion (41) of the fixed channel (40) is formed with a wider portion (41a) having a widened shape inwardly of a predetermined length at both longitudinal ends thereof.

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