KR200485118Y1

KR200485118Y1 - Apparatus for Preventing Buckling and Deformation of H type Beam

Info

Publication number: KR200485118Y1
Application number: KR2020150005458U
Authority: KR
Inventors: 오성남
Original assignee: (주)스마텍엔지니어링
Priority date: 2015-08-17
Filing date: 2015-08-17
Publication date: 2017-11-29
Also published as: KR20150003393U

Abstract

The present invention relates to a method of buckling a web and flange of an H-shaped steel by reinforcing a web and a flange of the H-shaped steel by being assembled with the reinforcing main body and the wedge being sandwiched between the first and second flanges of the H- And to prevent buckling and deformation of H-shaped steel which can be easily assembled and installed in H-shaped steel while effectively preventing deformation, and which can be easily disassembled and recycled so as to reduce the cost and time required for reinforcement. Type reinforcement device.

Description

Technical Field [0001] The present invention relates to a T-shaped reinforcing device for preventing buckling and deformation of an H-

The present invention relates to a device for preventing buckling and deformation of webs and flanges of H-beams by reinforcing H-beams, and more particularly, to an apparatus for preventing buckling and deformation of webs and flanges of H-beams by including reinforcing bodies and wedges, And 2 flanges, so that the web and the flange of the H-shaped steel are reinforced, thereby effectively preventing the occurrence of buckling and deformation in the web and the flange of the H-shaped steel, The present invention relates to a T-type reinforcement device for preventing buckling and deformation of an H-shaped steel, which can reduce the cost and time required for reinforcement.

(A direction orthogonal to the longitudinal direction in which the H-shaped steel extends, in the same direction as the direction in which the web is disposed and extended) of the H-shaped steel is applied to the H-shaped steel composed of the first and second flanges and the web, When acting, the web is subjected to a large compressive force at the point where the load is concentrated, thereby causing buckling or other deformation of the web. Deformation may occur not only in the web but also in the flange.

Particularly, when the H-shaped steel is used as a wale of the temporary earth retaining structure, a large compressive load is concentrated on the web and the flange of the H-shaped steel at the position where the ends of the strut braids arranged in the lateral direction are engaged with each other, Buckling, and other deformation of the web and flange. In addition to the case where the H-shaped steel is used as a wale, the possibility of deformation due to the action of the concentrated load as described above also increases when the steel wire of the anchor body inserted and fixed in the ground is fixed.

Conventionally, a method of welding a plate-shaped reinforcing rib between the first and second flanges of the H-shaped portion in a portion in which loads are concentrated is used. In this case, since the reinforcing rib must be precisely cut and installed, it is not only troublesome to manufacture but also it is not easy to weld in a narrow space. Further, the flange and the web of the H-shaped steel, There is a disadvantage that it is not easy to remove the reinforcing rib again when the H-shaped steel is recycled.

As another conventional technique for reinforcing the H-shaped steel, a method of installing a stiffener having a construction capable of expansion and contraction by screwing is proposed in Korean Patent Registration No. 10-0259394 and Korean Patent Registration No. 10-0982650. However, in the case of a conventional reinforcing member having an elongated and contracted structure by screwing, in order to move the screw moving member which is screwed and expanded / contracted, it is necessary to rotate by using a separate rotary jig device, so that installation work is very troublesome, It is not easy to extend the reinforcement completely. In addition, it is very difficult to rotate the threaded portion due to corrosion or foreign matter in the threaded portion in a situation where the threaded portion is installed for a long period of time outdoors, so that it is difficult to shake after use, If the screw shape of the threaded joint portion is damaged, it is impossible to reuse the stiffener after demolition. Furthermore, in the case of the prior art, since the reinforcing member is formed by assembling a plurality of members such as a main body having a threaded portion, a screw moving member which is screwed to the screwed member, and the like, the assembly is cumbersome and costly.

Korean Patent Registration No. 10-0259394 (issued June 15, 2000). Korean Patent Registration No. 10-0982650 (issued on September 16, 2010).

The present invention has been developed in order to overcome the disadvantages and problems of the prior art as described above. It is installed between the first and second flanges of the H-shaped steel to effectively prevent buckling of the web and other deformation of the web and the flange, It is an object of the present invention to provide a method and structure for reinforcing an H-shaped steel by using a new reinforcing device which can be easily removed even after being installed outdoors for a long time and can be recycled even after being demolished.

The present invention also aims at providing a method and structure for reinforcing H-beams by using a new reinforcing device which has a simple structure and can be manufactured quickly and easily at a low cost and is easy to handle, install and dismantle.

In order to achieve the above object, according to the present invention, there is provided a stiffener including a reinforcing main body and a wedge; The reinforcing main body is provided between the first and second flanges of the H-shaped steel in a vertical direction in parallel with the web and the other end surface is provided with a support shaft composed of a downward inclined surface so as to fit the wedge, And a pedestal for supporting the support shaft to prevent the position of the support shaft from being changed; The wedge is stuck in the gap between the other end of the support shaft and the first flange and the support shaft is fixed between the first and second flanges in a state in which one end of the support shaft is in tight contact with the second flange of the H- There is provided a T-shaped reinforcement device for preventing buckling and deformation of an H-shaped steel, characterized in that the support shaft supports a compressive force applied to the H-shaped steel.

In the T-shaped reinforcement device of the present invention as described above, the inner end portion of the pedestal is integrally coupled to the middle of the support shaft so that the reinforcing main body may have the letter T shape. Alternatively, the plurality of support axes may be spaced apart in the longitudinal direction And a plurality of support shafts are integrally formed by the connecting rods, and the pedestal is integrally coupled to the connecting rods so as to be orthogonal to each other, so that the reinforcing main body is formed It is possible.

In the T-shaped reinforcement device of the present invention described above, a guide plate for guiding the wedge to be inserted into the gap between the other end of the support shaft and the first flange without moving in the longitudinal direction is provided on the longitudinal side surface at the other end of the support shaft When the wedge is stuck between the other end surface of the support shaft and the first flange, the wedge fixing portion is supported by the support shaft and the wedge fixing portion, Are arranged side by side in the deployed position; The wedge fixing part is disposed in parallel with the supporting shaft so as to be juxtaposed to the supporting shaft so that the coupling member capable of disassembling and removing is fastened between the wedge fixing part and the supporting shaft so that the wedge fixing part and the supporting shaft are temporarily integrated with each other have.

According to the present invention, since the support shaft is disposed between the first and second flanges of the H-shaped steel, a compressive force acts on the first flange and the web due to a flexural load acting on the H-shaped steel or a load acting on the H- It is possible to effectively reduce the buckling of the web and the deformation of the web and the flange, thereby greatly reducing the compressive force acting on the web of the H-shaped steel and the stress acting on the flange, .

In particular, when the T-shaped reinforcement device of the present invention is installed for the reinforcement of the H-shaped steel, no welding is required at all, and there is no fear of deformation of the H-shaped steel due to welding. It is necessary to use only a hammer or a corresponding hammer for striking a wedge, so that there is no need for a particularly complicated or difficult-to-prepare tool, and the installation work can be performed very easily.

Further, since the T-type reinforcement device of the present invention can be easily removed and no damage is caused to deteriorate the function of the T-shaped reinforcement device and the H-shaped steel during the demolition process, the demolished T-type reinforcement device and the H- There is an advantage that it can be reused.

Also, the T-type reinforcement device of the present invention has an advantage that it can be easily removed and reused at any time regardless of the time period even if it is installed outdoors for a long time.

In addition, since the T-shaped reinforcement device of the present invention has a very simple structure, it can be easily and quickly manufactured at low cost, and it is possible to further reinforce the H-shaped steel by installing a large number of the H- .

1 and 2 are schematic exploded perspective views showing a T-shaped reinforcement device according to a first embodiment of the present invention, respectively, in different directions.
3 and 4 are schematic perspective views sequentially showing a state in which the T-shaped reinforcement device of FIG. 1 is assembled to an H-shaped steel.
5 is a schematic longitudinal side view showing the state after the T-type reinforcement device of FIG. 1 is assembled to the H-shaped steel.
6 is a schematic perspective view showing a state of removing the T-type reinforcement device according to the first embodiment of the present invention.
7 is a schematic exploded perspective view of a T-type reinforcement apparatus according to a second embodiment of the present invention.
8 is a schematic perspective view showing a state in which the T-shaped reinforcement device of FIG. 7 is installed in an H-shaped steel and a wedge is inserted.
9 is a schematic perspective view showing the state after the T-type reinforcement device of FIG. 7 is installed on the H-shaped steel and the wedge is fitted and the installation of the T-type reinforcement device is completed.
10 is a schematic longitudinal side view showing the state after the T-shaped reinforcement device of Fig. 7 is installed on the H-shaped steel. Fig.
11 is a schematic exploded perspective view of a T-type reinforcement apparatus according to a third embodiment of the present invention.
Fig. 12 is a schematic perspective view showing a state in which the T-type reinforcement device of Fig. 11 is installed on the H-shaped steel. Fig.
13 is a schematic exploded perspective view of a T-type reinforcement apparatus according to a fourth embodiment of the present invention.
FIG. 14 is a schematic perspective view showing a state in which the T-shaped reinforcement device of FIG. 13 is installed on the H-shaped steel.

Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings. Although the present invention has been described with reference to the embodiments shown in the drawings, it is to be understood that the technical idea of the present invention and its core structure and operation are not limited by this embodiment.

Figs. 1 and 2 are schematic exploded perspective views showing a T-shaped reinforcement device 100 according to a first embodiment of the present invention, respectively, in different directions. Fig. 3 and Fig. 5 is a schematic perspective view showing a state in which the T-shaped reinforcing device 100 of the H-shaped reinforcement 100 is assembled to the H-shaped steel 200. FIG. A schematic longitudinal longitudinal side view of the H-shaped steel 200 in the longitudinal direction, that is, the direction of the arrow A in Fig. 3, is shown. The flange to be fitted with the wedge 2 in close contact with the two flanges of the H-shaped section 200 is referred to as a "first flange 201" for convenience and the flange opposite to the flange is referred to as a "second flange 202". The direction of the gap between the first flange 201 and the second flange 202, that is, the direction of the arrow B in Fig. 3 is referred to as "vertical direction ", and the longitudinal direction in which the H- The arrow C direction is referred to as the longitudinal direction.

The T-type reinforcement device 100 of the present invention comprises a reinforcing main body 1 and a wedge 2. [ The reinforcing main body 1 is provided so as to be in close contact with the side surface of the web 203 and a supporting shaft 10 arranged in parallel with the web 203 of the H- shaped steel 200. When the wedge 2 is stuck, And a pedestal 11 for supporting the support shaft 10 and preventing the position of the support shaft 10 from being changed.

Specifically, the support shaft 10 is disposed in parallel with the web 203 between the first and second flanges 201, 202 of the H-shaped steel 200. At this time, one end surface of the support shaft (10) is in close contact with the inner surface of the second flange (202). In this way, when the support shaft 10 is disposed between the first and second flanges 201 and 202, it is preferable that the support shaft 10 is disposed in the vertical direction in a state of being orthogonal to the second flange 202 To this end, it is preferable that one end surface of the support shaft 10 is formed as a plane which is completely orthogonal to the support shaft 10. On the other hand, the other end surface of the support shaft 10 is composed of the downward inclined surface 18 so that the wedge 2 can be fitted and engaged as described later. That is, when the support shaft 10 is vertically erected between the first and second flanges 201 and 202, the other end of the support shaft 10 is positioned on the other side of the support shaft 10 from the side close to the web 203 The distance between the end portion and the first flange 201 is smaller than the distance between the other end portion of the support shaft 10 and the first flange 201 at the far side from the web 203, The end face is inclined.

The pedestal 11 supports the support shaft 10 when the wedge 2 is stuck between the other end of the support shaft 10 and the first flange 201 to prevent the position of the support shaft 10 from changing, When the support shaft 10 is vertically erected between the first and second flanges 201 and 202 as a part that also functions as a handle on which the operator moves when removing the T-type reinforcement device 100, The outer free end is brought into close contact with the side surface of the web 203. 1 to 5, the inner end of the pedestal 11 is integrally coupled to the side of the support side 10 at the middle of the support shaft 10, so that the support shaft 10 and the pedestal 11) are connected to each other with an alphabet T character. That is, in the first embodiment, the reinforcing main body 1 is composed of a member having an English letter T shape by the support shaft 10 and the pedestal 10. However, as will be described later, a connecting rod 14 is provided between the plurality of support shafts 10 and the inner end of the pedestal 11 may be integrally coupled to the connecting rod 14. [ In the present invention, the support shaft 10 and the pedestal 11 may have various shapes such as a round bar having a circular cross section or a circular pipe cross section, a square bar having a rectangular cross section, And a rod member.

The wedge 2 is a member sandwiched by the gap between the other end surface 18 of the support shaft 10 and the first flange 201 and has one side in the vertical direction, And the other side in the vertical direction is formed as a flat surface so as to be in close contact with the first flange 201.

According to the present invention, in the " Method and Prevention of Buckling and Deformation of H-Shape Steel ", the T-shaped stiffener 100 is installed on the side of the H-shaped steel to prevent buckling and deformation of the web and flange in the H- do.

Specifically, in installing the T-shaped reinforcement device 100 according to the first embodiment on the H-shaped steel 200, first, the operator places the end surface of the free free end of the pedestal 11 on the side surface of the web 203 One end surface of the support shaft 10 is brought into close contact with the second flange 202 while keeping the support shaft 10 in close contact with the support shaft 10 so that the support shaft 10 is vertically placed between the first and second flanges 201 and 202. In this state, there is a gap between the other end surface of the support shaft 10 made of the downward inclined surface and the first flange 201, and the worker can easily grasp the downward inclined end surface of the other side of the support shaft 10, 201) of the wedge (2). The wedge 2 is positioned between the downwardly inclined end face of the other side of the support shaft 10 and the first flange 201 and the wedge 2 is struck by the wedge 2, So that it is sandwiched between the other end surface and the first flange 201. Since the support shaft 10 is supported by the pedestal 11, the position of the support shaft 10 is prevented from being changed when the wedge 2 is struck. When the wedge 2 is installed in this manner, the support shaft 10 and the wedge 2 are firmly positioned between the first and second flanges 201 and 202 in the vertical direction.

When a compressive force is applied to the first flange 201 and the web 203 due to a flexural load acting on the H-shaped steel or a load acting on the H-shaped steel in the vertical direction, a part of the compressive force is transmitted to the support shaft 10 So that the compressive force acting on the web 203 and the stress acting on the flange are greatly reduced, which effectively prevents buckling of the web and deformation of the web and flange.

Particularly, in this embodiment, welding is not required at all when the T-shaped reinforcement device 100 is installed in the H-shaped steel 200. Accordingly, there is no fear of deformation of the base material of the H-shaped steel due to welding, which is a problem of the prior art. In addition, as a tool necessary for installing the T-shaped reinforcement device 100, only a hammer for hitting the wedge 2 or a corresponding one is necessary for putting the wedge 2, so that no special complicated or difficult to prepare tool is required , And thus the installation work can be done very easily.

When removing the T-type reinforcement device 100 of the present invention, the support shaft 10 may be rotated by pulling the pedestal 11. 6 is a schematic perspective view showing a state of removing the T-type reinforcement device 100 according to the first embodiment. In FIG. 6, a dotted line indicates a case where the T-type reinforcing apparatus 100 is fixedly installed, and a solid line indicates a state in which the T-type reinforcing apparatus 100 is rotated for demolishing. 6, when the support 11 is pulled or pushed by using the handle as a handle, the support shaft 10 is rotated a little while the support shaft 10 is rotated between the downwardly inclined end face of the support shaft 10 and the first flange 201 The position of the inserted wedge 2 is changed, and the wedge 2 can easily fall out. When the wedge 2 is removed in this state, the T-type reinforcement device 100 of the present invention is easily separated from the H-shaped steel 200 and removed.

As described above, the T-type reinforcement device 100 of the present invention has a structure that can easily perform the demolition work, and in particular, any damage that deteriorates the function of the T-type reinforcement device 100 . Of course, damage to the structural performance of the H-shaped steel 200 is not generated at any portion of the base material of the H-shaped steel 200. Therefore, the removed T-type reinforcement device 100 and the H-shaped steel 200 can be reused at any time. Also, in the present invention, even if the T-type reinforcement device 100 is installed outdoors for a long time, it can be easily performed at any time regardless of the period of time. In this case, the T- Therefore, there is no problem in reuse after demolition.

The T-shaped reinforcement device 100 of the present invention has a T-shaped reinforcing main body 1 and a wedge 2 which are made to have a letter T shape by the support shaft 10 and the pedestal 11, So that the T-type reinforcement device 100 can be manufactured easily and quickly, and the manufacturing cost is low, so that a large number of T-type reinforcement devices 100 can be installed in the H-shaped steel 200 and used.

The T-shaped reinforcement device 100 of the present invention may further include a guide plate 3 as shown in the figure. The guide plate 3 may be integrally provided on the longitudinal side surface of the other end portion of the support shaft 10 formed by the downward inclined surface by welding or adhesion. And guides the wedge 2 so that it can be stuck at a predetermined position without moving in the longitudinal direction when it is sandwiched between the end face and the first flange 201. Of course, such a guide plate 3 can be omitted.

In addition, in the T-shaped reinforcement device 100 of the present invention, it is preferable that the reinforcing main body 1 and the wedge 2 are connected to each other by a binding wire 4. When the reinforcing main body 1 and the wedge 2 are connected to each other by the binding wire 4 as described above, the binding wire 4 can be made of a wire such as a chain or other various kinds of materials. The reinforcing main body 1 and the wedge 2 can be handled as one set without being separated from each other when the T-type reinforcing apparatus 100 is handled, And the like can be very easily handled.

2, the magnets 110 may be provided at the outer end of the pedestal 11, that is, at the outer end of the pedestal 11 that is brought into close contact with the web 203. As shown in FIG. When the magnets 110 are provided, since the pedestal 11 is attached to the web 203 when the T-shaped reinforcement device 100 is installed on the H-shaped steel 200 made of a steel material, And it is possible to effectively prevent the T-type reinforcement device 100 from being easily separated from the H-shaped steel 200 even if an unspecified external force acts on the T-shaped reinforcement device 100. [ Particularly, in the case where the T-type reinforcement device 100 is installed in an upward direction from below (for example, in a case where a T-shaped reinforcement device is installed in a downward direction in a horizontally arranged wale), the outer end of the pedestal 11 It is possible to stably maintain the installation position of the reinforcing main body 1 before the wedge 2 is put in the case where the magnet 110 is provided and even if an unspecified external force acts on the T- There is an advantage that it is possible to effectively prevent the device 100 from being separated from the H-shaped steel 200 and falling down.

In addition, the scale 20 may be displayed on the side of the wedge 2 in the present invention. When the scale 20 is displayed on the side surface of the wedge 2 as described above, the degree to which the wedge 2 is caught between the other end surface of the support shaft 10 and the first flange 201 can be accurately known In addition, it is easy to visually confirm whether or not the wedge 2 is pulled out during maintenance.

Next, the T-type reinforcement device 100 according to the second embodiment of the present invention will be described with reference to Figs. 7 to 9. Fig. 7 is a schematic exploded perspective view of a T-type reinforcement device 100 according to a second embodiment of the present invention. FIGS. 8 and 9 show the T-type reinforcement device 100 of FIG. 7 as an H- 8 shows a state in which the wedge 2 is inserted into the wing 2 and the state after the wedge 2 is fitted and the installation of the T-type reinforcing apparatus 100 is completed (Fig. 9) And FIG. 10 is a schematic longitudinal side view showing a state after the T-shaped reinforcement device 100 of FIG. 7 is installed on the H-shaped steel 200. As shown in FIG.

The T-type reinforcement device 100 according to the second embodiment of the present invention shown in Figs. 7 to 10 is different from the T-type reinforcement device according to the first embodiment of Figs. 1 to 6 described above in that the wedge- (22) is additionally provided. Therefore, only differences between the first and second embodiments will be mainly described.

7 to 10, a wedge fixing part 22 extending in the direction of the support shaft 10 is further integrally provided on the wedge 2. The wedge fixing portion 22 is disposed in parallel with the support shaft 10 in a collapsed position in a state where the wedge 2 is sandwiched between the other end surface of the support shaft 10 and the first flange 201 . When the supporting shaft 10 is made of a flat plate as shown in the figure, it is preferable that the wedge fixing portion 22 is made of a plate member. When the wedge 2 is stuck between the other end surface of the support shaft 10 and the first flange 201 and the wedge fixing portion 22 is disposed in parallel with the support shaft 10 at the collapsed position A fastening member 25 capable of being disassembled and removed such as a bolt is fastened between the wedge fixing part 22 and the supporting shaft 10 so that the wedge fixing part 22 and the supporting shaft 10 are temporarily integrated with each other. In this configuration, when the wedge 2 is installed, there is an advantageous effect that the wedge 2 is originally prevented from being lost due to the missing.

When the T-type reinforcement device 100 is removed, the fastening member 25 is removed as well, and the wedge 2 is pulled out while the fastened state of the wedge fixing portion 22 and the support shaft 10 is released. Particularly, the fastening member 25 is configured to easily penetrate the wedge fixing part 22, and the wedge 2 is not yet fully pinched between the other end surface of the support shaft 10 and the first flange 201 The wedge fixing part 22 and the support shaft 10 are previously fixed with the lower end of the wedge 2 interposed between the other end surface of the support shaft 10 and the first flange 201 by using the fastening member 25, The wedge 2 is disengaged in the process of striking between the other end surface of the support shaft 10 and the first flange 201 by striking the wedge 2, It is possible to prevent the problem from occurring.

The T-shaped reinforcement device 100 of the present invention is characterized in that a reinforcing main body 1 having an English letter T shape is formed by a support shaft 10 and a pedestal 11 in a plurality of positions in the longitudinal direction of the H- And a plurality of reinforcing main bodies 1 arranged in this manner are connected to each other by a coupling member 8. [

11 shows a schematic exploded perspective view of a T-shaped reinforcing device 100 according to a third embodiment of the present invention in which a plurality of T-shaped reinforcing main bodies 1 are connected by a binder 8 as described above And FIG. 12 is a schematic perspective view showing a state in which the T-shaped reinforcement device 100 of FIG. 11 is installed on the H-shaped steel 200.

The T-shaped reinforcement device 100 according to the third embodiment of the present invention shown in Figs. 11 and 12 has a reinforcing main body 1 having an English letter T shape by the support shaft 10 and the pedestal 11 And a plurality of reinforcing main bodies 1 arranged in this manner are connected to each other by a coupling member 8 extending in the longitudinal direction. In addition, in the third embodiment, since the structure of the wedge 2 and the like and the structure in which the wedge 2 is provided on the H-shaped steel 200 and is removed after use is the same as in the first and second embodiments, Is omitted.

In the above description, the supporting shaft 10 and the pedestal 11 are directly integrated to form the reinforcing main body 1 in the letter T shape. However, in the present embodiment, The T-shaped reinforcement device 100 may be constructed in such a manner that an elongated connecting rod 14 is integrally formed and the inner end of the pedestal 11 is integrally coupled to the connecting rod 14. [

13 is a schematic exploded perspective view of a T-type reinforcement device 100 according to a fourth embodiment of the present invention having the connecting rod 14 as described above. FIG. 14 shows a T- 100 is installed in the H-shaped section 200 is shown in a schematic perspective view.

In the T-type reinforcement device 100 according to the fourth embodiment of the present invention shown in Figs. 13 and 14, a plurality of support shafts 10 are arranged parallel to each other with a space therebetween in the longitudinal direction, A plurality of supporting shafts 10 are integrated by a connecting rod 14. The connecting rods 14 are connected to the connecting rods 14 in the longitudinal direction. The pedestal 11 is orthogonally and integrally coupled to the connecting rod 14. [ That is, in the first to third embodiments, the pedestal 11 is directly connected to the support shaft 10, but in the fourth embodiment, the inner end of the pedestal 11 is coupled to the connecting rod 14 And it is integrated. In addition, in the third embodiment, since the structure of the wedge 2 and the like and the structure in which the wedge 2 is provided on the H-shaped steel 200 and is removed after use is the same as in the first and second embodiments, Is omitted.

While the T-shaped reinforcement device 100 is shown as being installed only on one side of the H-shaped steel 200, the T-shaped reinforcement device 100 is installed on both sides of the H-shaped steel 200 . Also, in the present invention, the T-shaped reinforcement device 100 may be installed at a plurality of locations in the longitudinal direction of the H-shaped steel 200.

1: reinforcement body
2: Wedge
10: Support shaft
11: Stand

Claims

Comprising a reinforcing body (1) and a wedge (2);
The reinforcing main body 1 is arranged in the vertical direction in parallel with the web 203 between the first and second flanges 201 and 202 of the H-shaped steel, and the other end surface is supported by the downward inclined surface A shaft 10 and a pedestal 11 provided in close contact with the side surface of the web 203 to prevent the support shaft 10 from being displaced by supporting the support shaft 10 when the wedge 2 is stuck ;
The wedge 2 is inserted into the gap between the other end of the support shaft 10 and the first flange 201 while one end of the support shaft 10 is in close contact with the second flange 202 of the H- And the support shaft 10 is fixed between the first and second flanges 201 and 202 so that the support shaft 10 supports the compression force applied to the H-shaped steel in the vertical direction;
The wedge 2 is integrally provided at the upper portion of the wedge 2 in the direction of the support shaft 10 so that the wedge 2 is fixed to the other end surface of the support shaft 10 and the first flange 201 The wedge fixing part 22 is disposed in parallel with the support shaft 10 in the collapsed position;
A fastening member 25 capable of being disassembled and removed is fastened between the wedge fixing portion 22 and the support shaft 10 in a state where the wedge fixing portion 22 is arranged in parallel with the support shaft 10 The wedge fixing portion 22 and the support shaft 10 are temporarily integrated with each other;
A wedge 2 is formed on one longitudinal side of the other end portion of the support shaft 10 which is formed of a downward sloped surface when the wedge 2 is sandwiched between the other end surface of the support shaft 10 and the first flange 201, The first flange 201 and the second flange 201. The first flange 201 and the second flange 201 are formed in the same shape as the first flange 201 and the second flange 201, And a guide plate (3) for pressing the wedge (2) when a horizontal force acts on the wedge (2).

The method according to claim 1,
The reinforcing main body (1) has an English letter T shape in which an inner end portion of a pedestal (11) is integrally coupled to a middle portion of a support shaft (10) so as to prevent buckling and deformation of an H - shaped steel.

The method according to claim 1,
A plurality of support shafts 10 are arranged at intervals in the longitudinal direction and a connecting rod 14 extending in the longitudinal direction is provided between the plurality of support shafts 10, 10 for preventing the buckling and deformation of the H-shaped steel, characterized in that the pedestal (11) is integrally joined to the connecting rod (14) in a state of being integrally joined to each other, Type reinforcement device.

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