KR101369468B1 - Building non-welded truss of earthquake-resistant unit bracket and corner bracket using the same earthquake-resistant panel construction method - Google Patents

Abstract

Disclosed are a bracket for installing a vertical member and a horizontal member of a non-welded earthquake-resistant truss for a building and a method for constructing an earthquake-resistant panel using the bracket and, more specifically, to a unit bracket and a corner bracket of a non-welded earthquake-resistant truss for a building and a method for constructing a non-welded earthquake-resistant panel for a building using the bracket capable of efficiently constructing an earthquake-resistant panel with the minimum worker because welding is not required when hardware is installed on a earthquake-resistant panel by installing a bracket to a vertical member with a bolt and installing a horizontal member to the bracket with a piece after the vertical member is installed on internal and external walls of a building. According to the present invention, the unit bracket and the corner bracket of a non-welded earthquake-resistant truss for a building and the method for constructing a non-welded earthquake-resistant panel for a building can prevent fire because welding is not required, have no deformation of a material, can perform construction in the event of rain, can reinforce the connection portion of the vertical member and the horizontal member using the unit bracket and the corner bracket, can efficiently and precisely perform construction with the minimum worker, and can reduce working hours.

Description

Building non-welded truss of earthquake-resistant unit bracket and corner bracket using the same earthquake-resistant panel construction method

The present invention relates to a bracket for installing a vertical member and a horizontal member of a non-welding seismic truss for construction, and a method for constructing a seismic panel using the same. More specifically, after the vertical member is installed on the inner and outer walls of the building, the bracket is attached to the vertical member. Unit brackets and corners of earthquake-proof trusses for construction without welding, which can be installed with bolts and horizontal members installed in brackets without the need for welding when installing the steel structure of seismic panels. It is a technical field related to the construction of a bracket and a non-welding seismic panel for building using the same.

In general, the interior and exterior panels for building are made of any size and attached to the interior and exterior walls when building a general house or building a factory and a commercial building, and have the effect of protecting and decorating the exterior wall. There is an advantage to shorten the period is a situation that is used a lot.

Conventionally, steel brackets are installed on the inner and outer walls of a building first, and then a plurality of vertical members are welded to the steel brackets, and then horizontal members are welded to the vertical members to install a steel structure of the interior and exterior panels for building, and then the panel is constructed in pieces. Fixed and mounted.

This welding method is likely to cause fire due to splashing of fire, and sparking of welding sparks on the glass, which may cause damage to the glass. There was a problem that the welding sparks splash on the skin or threaten the safety of the worker.

In addition, these days, there is a lack of professional manpower in each field, but at least two or more working people are required to weld, resulting in a waste of manpower and time.

In order to solve the above problems, the construction method is installed without welding, using a long hole, a bracket, a bolt, a screw, etc., but a bracket generally used has a shape of 'B' or 'ㄱ'. As a result, the problem that at least two persons should work is not solved, and the time of work process is not shortened, and when the work is performed alone, the support member accidentally falls and there is a risk of human injury.

Republic of Korea Patent No. 10-0920005 Republic of Korea Patent No. 10-0943168 Korea Utility Model Registration No. 20-0285266 Republic of Korea Utility Model Registration No. 20-0356433

The present invention is a technique devised to improve the problems according to the prior art described above, the problem that the welding implosion splashes during the construction when the welding and the safety of the worker, waste of manpower and work time increases and the conventional The use of 'b' and 'a' shaped brackets can not reduce the number of workers, and there is a risk of safety accidents. Its main purpose is to provide by means of welding seismic panel construction method.

The present invention, in order to achieve the desired object as described above, by fixing the steel bracket on the inner and outer walls of the building, and the vertical member installation step and the vertical member of the vertical member of the vertical member of the vertical member of the vertical bracket and steel bracket fixedly installed The unit bracket is fixed to the part and the end part, and the bracket fixing step of fixing the corner bracket to the corner part and the horizontal member is inserted into the receiving groove of the fixed unit bracket and the receiving groove of the corner bracket. It includes the horizontal member installation step of fixing and installing the panel clip fixing the panel clip to the vertical member, the frame installation step of fixing the lower part of the frame to the panel clip and the panel installation step of fixing the seismic panel to the installed frame. The present invention proposes a method of constructing a non-welding seismic panel for a building, which is configured to

In addition, in the bracket for connecting the vertical member and the horizontal member of the truss supporting the seismic panel installed on the inner and outer walls of the building, it is installed in the middle and the end of the vertical member, and formed in the longitudinal direction of the horizontal member, Vertically formed at both ends of the main body and the main body to support each other, the first, second, third and fourth horizontal fixing plate and a plurality of screw grooves, one end of the first horizontal fixing plate and the other end of the second horizontal fixing plate, respectively. Unit brackets of a non-welding seismic truss for building, each of which is formed and comprises a vertical process plate having a long hole,

A bracket for connecting a vertical member of a truss and a horizontal member for supporting a seismic panel installed on the inner and outer walls of a building, the bracket being installed at corners and left and right ends of the truss, and supporting the vertical member and having a long hole in at least one of them. The first and second vertical fixing plates are integrally formed at both ends of the first and second vertical fixing plates, respectively, and include a horizontal fixing plate having a plurality of screw grooves, and the first and second vertical fixing plates are formed with horizontal fixing plates. It proposes a corner bracket of a non-welding seismic truss for building, characterized in that each one end is not vertically coupled.

The unit bracket and corner bracket of the non-welding seismic truss for building construction according to the present invention as described above, and the non-welding seismic panel construction method for building using the same can prevent fire and do not cause deformation of the material. It is effective to work even in rainy weather.

In addition, using the unit bracket and corner bracket, the connection between the vertical member and the horizontal member is reinforced, and the work can be efficiently and precisely constructed with a minimum number of people, and the work time can be shortened.

1 is a perspective view of a unit bracket according to a preferred embodiment of the present invention.
2 is a cross-sectional view of the unit bracket is installed according to a preferred embodiment of the present invention.
Figure 3 is a side sectional view of the unit bracket and the seismic panel is installed according to a preferred embodiment of the present invention.
4 is a perspective view of a corner bracket according to a preferred embodiment of the present invention.
Figure 5 is an exploded perspective view of the corner bracket and the vertical member and the horizontal member according to a preferred embodiment of the present invention.
6 is a flow chart of the construction method according to a preferred embodiment of the present invention.
7 is a front view showing a step S10 according to a preferred embodiment of the present invention.
8 is a front view showing a step S20 according to a preferred embodiment of the present invention.
9 is a front view showing a step S30 according to a preferred embodiment of the present invention.
10 is a side view showing a step S40 according to a preferred embodiment of the present invention.
11 is a perspective view showing a step S50 according to a preferred embodiment of the present invention.
12 is a perspective view showing a step S60 according to a preferred embodiment of the present invention.

The present invention relates to a method for installing a seismic panel installed on the inner and outer walls of a building, and a bracket used for connecting a vertical member and a horizontal member during a truss and truss for supporting a seismic panel at a lower part. Therefore, the present invention relates to a unit bracket and a corner bracket of a non-welding seismic truss for building that can be constructed with a minimum of fire risk and a method of constructing a non-welding seismic panel for building using the same.

Specifically, the method for constructing a non-welding seismic panel for construction of the present invention

Steel member 110 is fixedly installed on the inner and outer walls of the building, and the vertical member installation step of setting up the vertical member 200 of the truss 400 by fixing the long hole 210 and the steel bracket 110 of the vertical member 200. (S10); and the bracket and the bracket fixing step (S20) for fixing and installing the unit bracket 500 to the middle and end portions of the vertical member 200, respectively, the corner bracket 600 in the corner portion; Horizontal member installation step (S30) of fixing the horizontal member 300 by inserting the end of the horizontal member 300 in the receiving groove 25 of the unit bracket 500 and the receiving groove 610 of the corner bracket 600 And a panel clip installation step (S40) for fixing the panel clip 120 to the vertical member 200; and a frame installation step (S50) for fitting the lower portion of the frame 150 to the panel clip 120. And a panel installation step (S60) of fixing the seismic panel 100 to the installed frame 150.

In addition, the vertical member installation step (S10) and the bracket fixing step (S20) of the long hole 210 and the steel bracket 110 provided in each of the long hole, unit bracket 500 and corner bracket 600 provided in the vertical member 200 The long holes 32, 48 of the corresponding to each other are coupled by a bolt, the horizontal member installation step (S30) is each of the coupling groove 310 and the unit bracket 500 and the corner bracket (300) provided in the horizontal member (300) The screw grooves 23 and 52 of the 600 are correspondingly coupled to each other.

In addition, the frame installation step (S50) is a mold support portion 122 of the panel clip 120 is inserted into the fitting groove 132 of the mold frame 130 to fix the mold frame 130, mold frame 130 It characterized in that the side frame 140 is fixed to the fastening bar 134 of the.

At this time, the unit bracket 500 of the present invention for connecting the vertical member 200 and the horizontal member 300 is

In the bracket connecting the vertical member 200 and the horizontal member 300 of the truss 400 for supporting the seismic panel 100 is installed on the inner and outer walls of the building, installed in the middle and the end of the vertical member 200 And a longitudinal direction of the horizontal member 300, the main body 10 supporting the horizontal member 300, and vertically formed at both ends of the main body 10, respectively, and forming a plurality of screw grooves 23. First, second, third, and fourth horizontal fixing plates 22, 24, 26, and 28; and one end of the first horizontal fixing plate 22 and the other end of the second horizontal fixing plate 24, respectively. It is formed, characterized in that it comprises a; vertical fixing plate 30 having a long hole (32).

In addition, the horizontal fixing plate 20, that is, the first, second, third, and fourth horizontal fixing plates 22, 24, 26, and 28 is between the first and second horizontal fixing plates 22, 24 and the third and fourth. A receiving groove 25 is formed between the horizontal fixing plates 26 and 28 to accommodate the end of the horizontal member 300, the receiving groove 25 is formed to open at an upper portion thereof, and the vertical fixing plate 30 is Receiving groove 34 for receiving the vertical member 200 is formed between each, the receiving groove 34 is characterized in that the top and bottom are formed to open.

Corner bracket 600 of the present invention in connection with the above

In the bracket connecting the vertical member 200 and the horizontal member 300 of the truss 400 for supporting the seismic panel 100 installed on the inner and outer walls of the building, at the corners and left and right ends of the truss 400 The first and second vertical fixing plates 42 and 46 (hereinafter, referred to as first and second vertical fixing plates 42 and 46) which are installed and support the vertical member 200 and have a long hole 48 in at least one of them. When referred to collectively referred to as 'vertical fixing plate 40'); and are integrally formed at both ends of the first and second vertical fixing plates 42 and 46, respectively, and having a plurality of screw grooves 52 A horizontal fixing plate 50; the other end where the horizontal fixing plate 50 of the first vertical fixing plate 42 is not formed and the horizontal fixing plate 50 of the second vertical fixing plate 46 is not formed. It is characterized in that the ends are integrally vertically coupled.

In addition, the vertical fixing plate 40, that is, the first and second vertical fixing plates 42 and 46 are integrally vertically coupled to form an accommodating groove 44 which can accommodate the ends of the vertical member 200, and an accommodating groove ( 44, the horizontal fixing plate 50 is integrally vertically coupled to both ends of the first and second vertical fixing plates 42 and 46 in the opposite direction.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will now be described more fully hereinafter with reference to the accompanying drawings, in which exemplary embodiments of the invention are shown.

The unit bracket 500 of the present invention

In order to install the seismic panel 100 on the inner and outer walls of the building, the seismic panel 100 is fixed with a piece, and the vertical member 200 and the horizontal member 300 of the truss 400 supporting from the bottom are fixed without welding. In order to fasten, the body 10 is formed in the longitudinal direction of the horizontal member 300 and supports the horizontal member 300 in the bottom, that is, the direction of the wall surface, and vertically integrally coupled to both ends of the main body 10 First, second, third and fourth horizontal fixing plates 22, 24, 26, and 28 (hereinafter, first, second, third and fourth horizontal fixing plates 22) having a plurality of screw grooves 23 formed therein. (24) (26) (28) are collectively referred to as 'horizontal fixing plate 20'), and at one end of the first horizontal fixing plate 22 and the other end of the second horizontal fixing plate 24. It is composed of a vertical fixing plate 30 each formed in the vertical direction and having a long hole (32).

In addition, the first, second, third and fourth horizontal fixing plates 22, 24, 26 and 28 are arranged between the first and second horizontal fixing plates 22 and 24 and the third and fourth horizontal fixing plates 26 and 28. The receiving groove 25 is formed between the () to accommodate the end of the horizontal member 300, the coupling groove 310 of the horizontal member 300 and the screw groove 23 of the horizontal fixing plate 20 is corresponded It is fixed by piece.

At this time, the direction in which the vertical fixing plate 30 is formed perpendicular to the first and second horizontal fixing plates 22 and 24 is preferably formed in the opposite direction of the main body 10, which is a vertical fixing plate in the direction of the main body 10 ( If 30 is formed, the long hole 210 of the vertical member 200 and the long hole 32 of the vertical fixing plate 30 correspond to each other, and then the end of the horizontal member 300 is inserted into the receiving groove 25. This is because the length becomes shorter and it is difficult to firmly support the horizontal member 300, and the shape of the unit bracket 500 may be deformed by earthquake resistance.

That is, the vertical fixing plate 30 has a receiving groove 34 for receiving the vertical member 200 therebetween, and the vertical member 200 is inserted into the receiving groove 34 to receive the vertical member 200. The long holes 310 and the long holes 32 of each vertical fixing plate 30 are fastened with bolts, so that the unit bracket 500 can firmly support the vertical member 200.

In addition, the vertical fixing plate 30 of the present invention is formed on the first and second horizontal fixing plates 22 and 24, respectively, as shown in FIG. 1, but is also formed on the third and fourth horizontal fixing plates 26 and 28, respectively. Be able to fasten the vertical member 200 will be easily changed by those skilled in the art. However, in the present invention, the vertical fixing plate 30 is formed only on the first and second horizontal fixing plates 22 and 24 so that the number of brackets connecting the vertical member 200 and the horizontal member 300 increases and the bracket is selected. Since the work time can be increased when used, the horizontal member 300 can be solved by connecting the horizontal member 300 with only one type of the unit bracket 500 of the present invention to the middle and end portions of the horizontal member 200. Will be.

For example, if the vertical fixing plate is formed in the third and fourth horizontal fixing plates 26 and 28, the vertical fixing plate is formed in the third and fourth horizontal fixing plates 26 and 28 when the unit bracket is used at the end of the vertical member. Since this unnecessary protrusion may cause inconvenience to the worker and increase the number of work during removal, vertical fixing plates 30 are formed on the first and second horizontal fixing plates 22 and 24, respectively. desirable.

In connection with the above, the unit bracket 500 of the present invention is configured to accommodate the vertical member 200 and the horizontal member 300 by opening the upper direction and the lower direction of the receiving groove 34 of the main body 10, After the vertical member 200 is installed, it is easy to install the unit bracket 500 at a desired position, and the horizontal member 300 is inserted into the receiving groove 25 of the unit bracket 500 which is continuously installed. It is easy to install.

Conventionally, when the horizontal member 300 is installed after the vertical member 200 is installed, the vertical member 200 and the horizontal member 300 are welded and fixed, but the vertical member 200 and the horizontal member may be caused by welding. The space between the 300 could be easily damaged by the earthquake. However, as shown in FIG. 2, the vertical bracket 200 and the horizontal member are supported by the unit bracket 500 to minimize the space between the vertical member 200 and the horizontal member 300 and to generate the earthquake. The connection portion 300 can be obtained by the reinforcement by the unit bracket (500).

Corner bracket 600 of the present invention

In order to install the seismic panel 100 on the inner and outer walls of the building, the seismic panel 100 is fixed with a piece, and the vertical member 200 and the horizontal member 300 of the truss 400 supporting from the bottom are fixed without welding. For fastening, it is installed in the corner portion and the left and right end portions of the truss (400).

Specifically, the first and second vertical fixing plates 42 and 46 are formed to include the receiving grooves 44 for receiving the vertical members 200 and the long holes 48 corresponding to the long holes 210 of the vertical members 200. ) And first and second vertical fixing plates 42, which are integrally formed at both ends of the first and second vertical fixing plates 42 and 46, respectively, and include horizontal fixing plates 50 having a plurality of screw grooves 52. One end of which the horizontal fixing plate 50 is not formed and the other end of which the horizontal fixing plate 50 of the second vertical fixing plate 46 is not formed is integrally vertically coupled.

At this time, the horizontal fixing plate 50 is integrally vertically coupled with the first and second vertical fixing plates 42 and 46 in the opposite direction of the receiving groove 44, the horizontal member 300 between each horizontal fixing plate 50 Receiving groove 610 is formed to accommodate the end of the). As shown in FIG. 5, the horizontal member 300 fixed to the wall when the 'A' direction is the wall surface, and the horizontal member 300 fixed between the vertical member 200 and the other vertical member 200 are provided. When installed in the 90-degree direction allows the worker to easily install the horizontal member 300 alone.

In addition, the corner bracket 600 of the present invention is configured to open both the opposite direction and both sides of the receiving groove 44, the horizontal member 300 after fixing the corner bracket 600 to the vertical member 200. It is easy to insert in the opposite direction or both sides of the receiving groove (44).

In addition, when the end of the vertical member 200 is fixed to the corner bracket 600 by bolts and then the end of the bolt is protruded, it is difficult to insert the horizontal member 300. It is preferable to form an easy to insert the horizontal member 300.

In connection with the above, the long hole 48 formed in the vertical fixing plate 40 is formed in any one or more of the first vertical fixing plate 42 or the second vertical fixing plate 46 as shown in FIGS. 48 is provided to correspond to the long hole 210 provided in the vertical member 200 is fastened with a bolt nut.

In this case, when the long holes 48 are provided in both the first and second vertical fixing plates 42 and 46, the bolt nuts are not easily coupled, and thus, fastening using a screw bolt is preferable, and the first and second vertical fixing plates 42 and 46 are preferred. If the long hole 48 is provided in any one of the), as shown in FIG. 5, the long hole 210 of the vertical member 200 is provided to face each other, so that the bolt is fastened through the vertical member 200. In addition, it will be apparent that a fastening using a screw bolt or the like may be added to the vertical fixing plate 40 which is not provided with the long hole 48 to reinforce the coupling force by one fastening.

The method of constructing a non-welding seismic panel for building construction of the present invention

As shown in FIG. 6, a bracket for installing the unit bracket 500 and the corner bracket 600 on the vertical member installation step S10 and the installed vertical member 200 to install the vertical member 200 on the inner and outer walls of the building. Panel member installation step (S40) and panel clip for fixing the panel clip 120 to the horizontal member installation step (S30) and the vertical member 200 to insert the horizontal member 300 into the bracket installed in step (S20) and the installed bracket Install the mold frame 130 in the frame installation step (S50) and the frame installation step of installing the seismic panel 100 to the frame 150 to install the side frame 140 to the mold frame 130 (S60) It is composed of

Specifically, the vertical member installation step (S10) of the present invention

As shown in FIG. 7, one side of the steel bracket 110 is fixed to the wall by using an anchor bolt on the wall of the building, and then the long hole (not shown) and the vertical member 200 provided on the other side of the steel bracket 110. And fixing the bolts corresponding to the long holes 210 provided in the above), which is to install the horizontal member 300 after the vertical member 200, which is the basic axis of the truss 400, is spaced apart from the wall surface. It is to set the standard.

At this time, the coupling relationship between the other side of the steel bracket 110 and the vertical member 200 may be fixed by using welding or by using a plurality of pieces, but in the present invention, the problem caused by welding as shown in FIG. 7. In order to solve the problem, and the general vertical member 200 has a hollow inside to compensate for the problem that the coupling force may be weakened when coupling to the piece through the vertical member 200 to be fixed to the steel bracket 110 by bolts , Strong and resistant to earthquake can be installed vertical member (200). It will also be apparent that one or more bolts can be installed in the form of long holes.

Bracket fixing step (S20) of the present invention

As shown in FIG. 8, the unit bracket 500 is fixed to the vertical member 200 installed by the steel bracket 110 at a predetermined interval from one end to the other end by bolts, and is fixed to the corner of the truss 400. And the left and right end portions, that is, the step of fixing the corner bracket 600 to the vertical member 200 at the left and right ends of the installed vertical member 200, even by the unit bracket 500 and the corner bracket 600 alone The horizontal member 300 can be efficiently installed while reducing the working time. Since the horizontal member 300 is installed in the unit bracket 500 and the corner bracket 600 in detail, it will be omitted.

In addition, the long hole 210 provided in the vertical member 200 is manufactured to correspond to the long hole of the steel bracket 110, the unit bracket 500 and the long hole 32, 48 of the corner bracket 600 during the initial design In addition, various changes may be made according to the judgment of the operator.

Horizontal member installation step (S30) of the present invention

As shown in FIG. 9, the end of the horizontal member 300 is inserted into the vertical member 200, the unit bracket 500, and the corner bracket 600, which are pre-installed, and fixedly installed with screws. One end is inserted into the receiving groove 25 of the unit bracket 500 and fixed with a screw, and then the other end is inserted into the receiving groove 25 of the adjacent unit bracket 500 and fixed with a screw. Can be reduced, the structure of the truss 400 is completed.

In addition, the horizontal member 300 installation at the left and right ends of the truss 400 is inserted into one end of the horizontal member 300 in the receiving groove 25 of the unit bracket 500 and fixed with a screw, then the horizontal member 300 The other end of the insert into the receiving groove 610 of the adjacent corner bracket 500 is fixed by screws and installed.

In connection with the above, when the unit bracket 500 is installed in the installed vertical member 200, the vertical member (3) in the receiving groove 34 of the unit bracket 500 at the rear of the vertical member 200 which is spaced apart from the wall surface. When inserting the 200, and the horizontal member 300 is installed, the end of the horizontal member 300 is inserted into the unit bracket 500 having the upper surface open, and the corner bracket 600 to the installed vertical member 200 When installing, the vertical member 200 is inserted into the receiving groove 44 of the corner bracket 600 so that the long hole 210 of the vertical member 200 coincides with the long hole 48 of the corner bracket 600 to be coupled with a bolt. When the horizontal member 300 is installed, the ends of the horizontal member 300 are inserted into the corner brackets 600 having both sides open, and are coupled with screws.

Panel clip installation step (S40) of the present invention

As shown in FIG. 10, in order to fix the frame 150 for installing the seismic panel 100, the vertical member 200 of the panel clip 120 intersects the vertical member 200 and the horizontal member 300. As a step of installing on the upper surface of the, it is for fixing the mold frame 130 of the frame 150.

In addition, the panel clip 120 includes a fixing part 124 fixed to the upper surface of the vertical member 300 and a mold support part 122 fastened and supported by the mold frame 130.

Frame installation step (S50) and panel installation step (S60) of the present invention

As shown in FIGS. 3 and 11 to 12, the lower part of the frame 150 is fixedly installed on the panel clip 120, and the seismic panel 100 is fixedly installed on the installed frame 150. The mold support part 122 of the panel clip 120 is inserted into the fitting groove 132 of the mold frame 130 to fix and install the mold frame 130, and to the fastening bar 134 of the mold frame 130. The frame 140 is fixedly installed to install the frame 150, and the bolts provided in the seismic panel 100 are inserted into and fixed to the fastening holes provided in the frame 150 to finally install the seismic panel on the truss 400. Install 100.

In addition, the fastening bar 134 is provided at both sides of the mold frame 130 at right angles, has a predetermined length, and is inserted into the insertion hole of the side frame 140. That is, the mold frame 130 is installed at four corners at which the unit panel 500 is installed, and the side frame is fastened between the mold frames 130 to form the frame 150 and then the seismic panel 100. Fix the installation. In addition, the seismic panel 100 is installed on the inner and outer walls of the building by repeatedly fastening another seismic panel 100 on the upper, lower, left, and right sides of the installed seismic panel 100.

Construction method of the present invention, the welding-free earthquake-proof panel construction of the present invention eliminates the welding method from the construction of the truss 400 supporting the seismic panel 100 to the installation of the seismic panel 100 is installed on the wall of the building to eliminate the welding method At the same time has the effect of improving the efficiency of the work.

In addition, the vertical member 200 used in the present invention works by using a standardized product formed with a long hole 210 in a position coupled with the unit bracket 500, the corner bracket 600 and the horizontal member 300 at regular intervals. It can shorten the time and have the effect of increasing the work efficiency.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, but, on the contrary, It is possible to carry out various changes in the present invention.

10: Body
20, 50: horizontal fixing plate 30, 40: vertical fixing plate
22: first horizontal fixing plate 42: first vertical fixing plate
24: second horizontal fixing plate 46: second vertical fixing plate
26: 3rd horizontal fixing plate
28: 4th horizontal fixing plate
100: seismic panel 110: steel bracket
120: panel clip 130: mold frame
122: mold support 132: fitting groove
124: fixed part
134: fastening bar 140: side frame
150: frame 200: vertical member
32, 48, 210: long hole 400: truss
500: unit bracket 600: corner bracket
25, 34, 610: receiving groove 300: horizontal member
310: coupling groove 23, 52: screw groove

Claims (7)

The steel bracket 110 is fixedly installed on the inner and outer walls of the building, and the long hole 210 of the vertical member 200 corresponds to the long hole of the steel bracket 110, and then fixedly installed by bolts to fix the vertical member 200 of the truss 400. Vertical member installation step (S10);
Correspond to the long hole 32 of the unit bracket 500 to the middle hole and the end portion 210 of the vertical member 200, and then fixed with bolts, respectively, and the corner bracket 600 to the long hole 210 of the corner portion Bracket fixing step (S20) for fixing and then fixing the long hole 48 of the corresponding;
Each coupling groove 310 provided in the horizontal member 300 by inserting the end of the horizontal member 300 into the receiving groove 25 of the fixed unit bracket 500 and the receiving groove 610 of the corner bracket 600. ) And a horizontal member installation step (S30) of fixing the screw grooves 23 and 52 of the unit bracket 500 and the corner bracket 600 and then installing them with screws;
Panel clip installation step (S40) for fixing the panel clip 120 to the vertical member 200; and
The mold support part 122 of the panel clip 120 is inserted into the fitting groove 132 of the mold frame 130 to fix the mold frame 130, and to the fastening bar 134 of the mold frame 130. A frame installation step (S50) of fixing the frame 150 by fixing the 140; And
And a panel installation step (S60) of fixing the seismic panel 100 to the installed frame 150;
The unit bracket 500 is
Is formed in the longitudinal direction of the horizontal member 300, the main body 10 for supporting the horizontal member 300; And
First, second, third, and fourth horizontal fixing plates 22, 24, 26, 28 formed on both ends of the main body 10 in a vertical direction and having a plurality of screw grooves 23; and
It is formed in the vertical direction at one end of the first horizontal fixing plate 22 and the other end of the second horizontal fixing plate 24, and has a long hole 32, the receiving groove 34 for receiving the vertical member 200 is formed Vertical fixing plate 30; configured to include,
A receiving groove 25 is formed between the first and second horizontal fixing plates 22 and 24 and the third and fourth horizontal fixing plates 26 and 28 to accommodate the ends of the horizontal member 300. Receiving groove 25 is the top is opened, the receiving groove 34 is formed so that the top and bottom open,
The corner bracket 600 is
First and second vertical fixing plates 42 and 46 supporting the vertical member 200 and having a long hole 48 in at least one;
And a horizontal fixing plate 50 which is integrally formed at both ends of the first and second vertical fixing plates 42 and 46, respectively, and has a plurality of screw grooves 52.
One end of which the horizontal fixing plate 50 of the first vertical fixing plate 42 is not formed and the other end of which the horizontal fixing plate 50 of the second vertical fixing plate 46 is not formed are integrally vertically coupled. Non-welding seismic panel construction method.
delete delete delete delete delete delete

Images