KR102422117B1 - panel assembly with attaching type seismic clip - Google Patents

Abstract

The present invention relates to a panel assembly having an earthquake-resistant attachment type clip, capable of simultaneously absorbing horizontal and vertical vibrations, which comprises: an outer frame provided to form a square edge; a vibration absorbing member inserted into a fitting groove to be fixed; a finishing panel for finishing the outside of a building; and an earthquake-resistant attachment type clip made of an elastic material.

Description

Panel assembly with attaching type seismic clip}

The present invention relates to a panel assembly having a seismic attachment type clip, and more particularly, when installing an interior panel or exterior panel in a semi-opened joint method on an inner or outer wall of a building, the convenience of construction is improved. It not only reduces construction costs and facilitates response to gaps in joints, but also prevents penetration of rainwater, etc. by blocking internal exposure and preventing contamination and insulation, and removing voids in the shape of interior or exterior panels. A panel assembly having an earthquake-resistant clip that can absorb horizontal and vertical vibrations generated in a building due to an earthquake at the same time by installing and using the seismic clip inserted into the rail in the vertical and horizontal directions of the panel will be.

In general, various electric wiring, air conditioning ducts for ventilation, fire pipes, etc. are installed inside the slab constituting the wall of the building.

Therefore, it is common to use finishing panels for construction such as plywood, gypsum board, stone, and metal in order to make these facilities invisible indoors or outdoors while flatly plastering the wall.

Since it is impossible to attach a finishing panel for construction to a size corresponding to the entire wall size, it is divided into panels of a certain size and manufactured to be assembled.

And, when finishing construction of the wall surface by the finishing panel, a plurality of finishing panels are fixed to the support frame using fastening means such as bolts, and the support frame is fixed to the wall surface by using an anchor.

An example of a panel assembly according to the prior art is disclosed in Republic of Korea Patent Registration No. 10-1920027 (registered on November 13, 2018, hereinafter referred to as 'Patent Document 1') and the like.

On the other hand, Korea is recognized as a relatively safe area from earthquakes, but since the frequency of earthquakes is increasing in recent years, interest in seismic repair and reinforcement methods for concrete facilities including existing general buildings is increasing.

However, in the case of an unexpected earthquake due to insufficient consideration of earthquakes in existing buildings and facilities, as well as weak seismic performance due to deterioration damage or reduced strength, in the event of an unexpected earthquake, not only direct damage from damage or collapse, but also reconstruction, etc. There is a problem in that it causes enormous social and economic losses.

Republic of Korea Patent Registration No. 10-1920027 (registered on November 13, 2018)

An object of the present invention is to reduce construction cost and reduce the difference in joint spacing by adopting a structure that improves the convenience of construction when installing an interior panel or exterior panel in a semi-opened joint method on the inner or outer wall of a building. Not only is it easy to respond, but it also blocks internal exposure and prevents contamination, heat insulation, and actively prevents infiltration of rainwater by removing voids in the shape of the interior panel or exterior panel. It is to provide a panel assembly having a seismic attachment type clip capable of simultaneously absorbing horizontal and vertical vibrations generated in a building due to an earthquake by installing and using it in the left and right directions.

In order to achieve the above object, a panel assembly having a seismic attachment type clip according to the present invention includes: an outer frame provided to form a square rim and installed on an outer wall or underside of a building to be symmetrically spaced apart from each other in a cross-section; a vibration absorbing member fitted and fixed in the fitting groove formed in the outer frame and provided to absorb the vibration load when it occurs; a finishing panel closely attached to the outside of the vibration absorbing member, fastened and fixed to the outer frame, and finishing the exterior of the building; And, it is fastened and fixed to the outer wall or lower of the building, interposed between the outer frame and the outer wall of the building or the lower limb, and is slidably inserted into the outer frame in the longitudinal direction of the outer frame, and one side and the other side are in surface contact and mutually inclined. A seismic-resistant clip made of an elastic material provided to enable load displacement, mutual sliding movement, or rotational displacement to support the outer frame to be fixed to the outer wall or lower part of the building, but to attenuate the vibration load when transmitted from the outside;

The seismic attachment type clip includes a first attachment portion having a portion slidably inserted into the outer frame, a second attachment portion provided to be in surface contact with the first attachment portion, the first attachment portion and the first attachment portion Including seismic sliding pins movably provided between the two attachment parts, when vibration occurs in a building due to an earthquake, the first attachment part of the seismic attachment type clip is inserted into the outer frame within a certain range of space. By tilting it to alleviate or absorb vibrations generated in the building, any one of the first attachment part and the second attachment part moves up, down, left, and right with respect to the other by the earthquake-resistant sliding pin, and It is characterized in that the vibration generated in the building is buffered and attenuated according to the rotational displacement.

Here, the first attachment part is formed such that the hooking part that is slidably inserted into the insertion groove formed in the outer frame is bent upward, and the locking part is integrally bent to provide a flat plate-shaped part with respect to the outer wall or the lower part of the building. and a first sliding hole is perforated in the form of a long hole in the plate-like portion,

The second attachment part is provided to be in surface contact with the plate-like part, and is fastened and fixed to an outer wall or a lower part of a building by a fastening member, and a second sliding hole is perforated in the form of a long hole at a position corresponding to the first sliding hole,

Preferably, the earthquake-resistant sliding pin is fitted into the first sliding hole and the second sliding hole to be movable in the first sliding hole and the second sliding hole.

And, the engaging portion is formed integrally with the plate-like part to form a shape of a 'TT' on the side at the end of the plate-like part, and the plate-like part is preferably provided to form a shape of a 'ㅗ' biased to one side on the side.

According to the present invention, when an interior panel or an exterior panel is installed in a semi-opened joint method on the inner or outer wall of a building, a structure in which the convenience of construction is improved is adopted to reduce the construction cost and cope with the gap between the joints It is not only easy to use, but also prevents the penetration of rainwater by blocking internal exposure and preventing contamination, heat insulation, and removing voids in the shape of the interior panel or exterior panel. By installing and using in the direction of use, it is possible to provide a panel assembly having a seismic attachment type clip capable of simultaneously absorbing horizontal and vertical vibrations generated in a building due to an earthquake.

1 is a plan view of a partial area of a panel assembly having a seismic attachment type clip according to the present invention, viewed from above;
2 is a perspective view of a seismic attachment type clip according to the present invention;
3 is an external perspective view of a panel assembly having a seismic attachment type clip according to the present invention;
4 is an exploded perspective view of a panel assembly having a seismic attachment type clip according to the present invention;
5 is a side cross-sectional view of a panel assembly having a seismic attachment type clip according to the present invention;
6 is an enlarged cross-sectional view of a part where the seismic attachment type clip is installed in the panel assembly having the seismic attachment type clip of FIG. 5;
7 is a partially exploded perspective view showing a process in which the seismic attachment type clip is installed on the outer frame according to the present invention;
8 is a side cross-sectional configuration view of a seismic attachment type clip according to another embodiment of the present invention.

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

The panel assembly having the seismic attachment type clip according to the present invention, as shown in FIGS. 1 to 4, is provided to form a square border and is symmetrically spaced apart from each other in a cross-section and is installed on the outer wall of the building or the outer frame (10) ( 100), a vibration absorbing member 200 fitted and fixed in the fitting groove 110 formed in the outer frame 100 and provided to absorb a vibration load when it occurs, and the vibration absorbing member 200 in close contact with the outer frame It is fastened and fixed to 100 and is interposed between the finishing panel 300 for finishing the exterior of the building, and the outer frame 100 and the building outer wall or lower limb 10 by being fastened and fixed to the outer wall or lower limb 10 of the building. It is inserted into the outer frame 100 to be slidably slidable in the longitudinal direction of the frame 100, and one side and the other side are provided so as to be in surface contact and mutual inclination displacement, mutual sliding movement or rotational displacement, so that the outer frame 100 is installed on the outer wall of the building or It supports to be fixed to the lower extremity 10, but includes a seismic attachment type clip 400 made of an elastic material provided to attenuate the vibration load from the outside.

Accordingly, it is possible to prevent torsion or distortion of the finishing panel 300, and at the same time, sufficiently secure the advantages of the internal and external insulation method of the building, and improve the manufacturing and installation to be simple and simple, thereby reducing cost, shortening the construction period, and building energy efficiency. It is possible to provide a panel assembly having a seismic attachment type clip that can be prepared by an eco-friendly method that is very advantageous for improvement and reduction of maintenance costs.

That is, the panel assembly having the seismic attachment type clip according to the present invention is installed in the up, down, left and right directions in front of the outer wall or the lower limb 10 of the building to finish the wall, and when vibration occurs in the building due to an earthquake, within a certain range It is provided to reduce vibrations generated in the building by tilting or to absorb vibrations.

As shown in FIGS. 1 to 6 , the outer frame 100 is positioned between the wall and the finishing panel 300 , and is installed and fixed with bolts and nuts on the top and bottom and left and right sides of the finishing panel 300 , respectively, to have a substantially rectangular shape. and may be provided to fix and support the finishing panel 300 . In the outer frame 100 , the fitting groove 110 , the guide rail 120 , and the extension part 130 may be integrally formed.

The fitting groove 110, as shown in FIGS. 1 and 6, is formed in the form of a predetermined depth dug in the longitudinal direction on the front surface of the outer frame 100, and the vibration absorbing member 200 is fixed therein, A pair of protrusions 111 are formed in the middle of the inner surface to face each other in the longitudinal direction, and the vibration absorbing member 200 inserted into the fitting groove 110 by these protrusions 111 is prevented from being separated to the outside. can

The guide rail 120 is, as shown in FIGS. 1 and 6, an insertion groove 121 formed in the longitudinal direction so that the engaging portion 411 formed in the seismic attachment type clip 400 is inserted and slidable, and the insertion It includes a cutout 123 formed by cutting one middle of the groove 121 , and a support portion 125 formed on the outside of the outer frame 100 .

The insertion groove 121 is, as shown in FIG. 6, the locking part 411 formed in the seismic attachment type clip 400 is inserted, and the locking part 411 is movable in the front-back or up-down direction, In addition, it may be formed to be larger than the locking portion 411 so as to be inclined within a certain range in the upper or lower direction.

As described above, if the size of the insertion groove 121 is larger than that of the locking portion 411 formed in the seismic attachment type clip 400, there is an advantage in that the vibration generated in the building due to an earthquake or the like is alleviated.

That is, when the seismic attachment type clip 400 is fastened to the guide rail 120 so as not to move, the vibration generated in the building is transmitted to the outer frame 100 through the seismic attachment type clip 400 , and then again Vibration is transmitted to the finishing panel 300 fastened to the frame 100 and the finishing panel 300 may vibrate severely. The size of can be formed to be larger than the engaging portion 411 formed in the seismic attachment type clip 400 .

In addition, when the engaging portion 411 of the seismic attachment type clip 400 is moved by the vibration of the building in the insertion groove 121, it reduces wear damage with the insertion groove 121 and absorbs vibration generated by friction at the same time. It is preferable that a rubber packing (not shown) is provided.

That is, the rubber packing may be inserted and fixed inside the insertion groove 121. For example, in a state in which the seismic attachment type clip 400 is fixed to the outer wall or lower limb 10 of the building, vibration occurs in the building due to earthquake, etc. When this occurs, the locking part 411 formed on the seismic attachment clip 400 moves to reduce friction between the seismic attachment clip 400 and the outer frame 100, and also the seismic attachment clip 400 and the outer frame 100 ), the rubber packing can absorb the vibrations caused by the friction. When such a rubber packing is used, there is an advantage in that it is possible to block noise generated by friction between the seismic attachment type clip 400 and the outer frame 100 .

On the other hand, the width between the both ends of the cutout 123 may be formed to be within a range of 1.5 to 2 times the thickness of the seismic attachment type clip 400 inserted between the cutouts 123 . In the present invention, when the space between both ends of the cutout 123 is formed below the lower limit range, it is difficult to move the seismic attachment type clip 400 due to vibration, and when it is formed in excess of the upper limit range, the seismic attachment There may be a problem that the mold clip 400 is separated into the cutout 123 .

As shown in FIG. 6 , the support part 125 is formed to extend from the outer surface of the outer frame 100 in the direction of the outer wall or the lower limb 10 of the building, and is formed outside the outer frame 100 by vibration of the building. It may be formed to support the seismic attachment type clip 400 inclined in the direction.

That is, in the earthquake-resistant clip 400 inclined at a certain angle by building vibration, the plate-shaped portion 413 formed in the earthquake-resistant clip 400 by an external force may be bent or damaged under pressure. In order to prevent the clip 400 from being damaged, the front surface of the second attachment part 420 of the seismic attachment type clip 400 is supported by the support part 125 .

The extension 130 is formed to extend in the inner direction of the outer frame 100 from the outer wall of the fitting groove 110, as shown in FIGS. 1 and 5, and the finishing panel 300 is formed with bolts and nuts. A fastening hole may be formed to be fastened and fixed.

As shown in FIGS. 5 and 6, the vibration absorbing member 200 is made of a synthetic resin material having water-tightness and flame retardancy, and is fitted and fixed in the fitting groove 110 formed in the outer frame 100, generated in a building It may be provided in order to prevent the finishing panel 300 and the outer frame 100 from collided with each other by the vibration to prevent the finishing panel 300 from being damaged.

That is, the vibration absorbing member 200 is formed to be larger than the depth of the fitting groove 110 to protrude from the outer side of the outer frame 100 so that the outer frame 100 and the finishing panel 300 are spaced apart by a predetermined distance. can

As described above, when the outer frame 100 and the finishing panel 300 are spaced apart by a predetermined interval by the vibration absorbing member 200 and used, the finishing panel 300 is deformed by absorbing vibration generated by an earthquake, etc. There are advantages to avoiding this.

For example, when the outer frame 100 fixed by the seismic attachment type clip 400 is moved by vibration, the finish panel 300 may move in the same manner to cause deformation. In order to prevent this, when the outer frame 100 and the finishing panel 300 are spaced apart by a certain distance, one or two outer frames 100 of the four outer frames 100 consisting of up, down, left, and right are twisted and deformed even when deformation occurs. 300 is not deformed by torsion or torsion by the vibration absorbing member 200 .

The finishing panel 300, as shown in FIGS. 3 to 6, is made of a metal material such as steel plate or aluminum, is fastened to the outer frame 100 with bolts and nuts, etc., and is used to finish the exterior wall of the building. provided for

Accordingly, the panel assembly having the seismic attachment type clip according to the present invention is installed in the up, down, left and right directions in front of the outer wall or the lower limb 10 of the building to finish the wall, and when vibration occurs in the building due to an earthquake, it is within a certain range. It can be tilted from the ground to mitigate the vibrations generated in the building or to absorb the vibrations.

As shown in FIGS. 1 and 2, the seismic attachment type clip 400 includes a first attachment part 410 having a portion that is slidably inserted into the outer frame 100, and a first attachment part 410. Including a second attachment portion 420 provided to be in surface contact with the earthquake-resistant sliding pin 430 provided to be movable between the first attachment portion 410 and the second attachment portion 420, When vibration is generated in the building by the earthquake, the first attachment part 410 of the seismic attachment type clip 400 is inclined within a certain range of the space inserted into the outer frame 100 to alleviate the vibration generated in the building, or Alternatively, to absorb vibration, and as any one of the first attachment part 410 and the second attachment part 420 is moved and rotated vertically with respect to the other by the earthquake-resistant sliding pin 430, the building It is characterized in that the vibration generated in the buffer is attenuated.

Accordingly, when installing an interior panel or exterior panel using a semi-opened joint method on the inner or outer wall of a building, a structure that improves the convenience of construction is adopted to reduce construction costs and facilitate response to gaps between joints In addition to blocking internal exposure and preventing contamination, heat insulation, and removing voids in the shape of the interior panel or exterior panel, the penetration of rainwater is actively prevented, and the seismic attachment clip 400 inserted into the guide rail 120 is closed. By installing and using the panel 300 in the vertical and horizontal directions, it is possible to provide a panel assembly having a seismic attachment type clip capable of simultaneously absorbing horizontal and vertical vibrations generated in a building due to an earthquake.

As shown in FIG. 7 , the first attachment part 410 is formed such that the locking part 411 inserted to be slidably inserted into the insertion groove 121 formed in the outer frame 100 is bent upward, and the locking part ( 411) is formed to be integrally bent, the plate-shaped portion 413 is provided flat with respect to the outer wall of the building or the base 10, and a first sliding hole 415 is perforated in the form of a long hole in the plate-shaped portion 413.

As shown in FIGS. 1 and 2 , the second attachment part 420 is provided to be in surface contact with the plate-shaped part 413 , and is fastened to the outer wall of the building or the lower leg 10 by a fastening member, and the first sliding At a position corresponding to the hole 415 , a second sliding hole 421 is perforated in the form of a long hole.

As shown in FIGS. 1 and 2 , the earthquake-resistant sliding pin 430 is inserted into the first sliding hole 415 and the second sliding hole 421 to provide the first sliding hole 415 and the second sliding hole 421 . ) is provided to be able to flow within.

Accordingly, when vibration is generated in a building due to an earthquake, the locking part 411 formed in the first attachment part 410 is inclined within a certain range in the insertion groove 121 to alleviate the vibration occurring in the building or Or to absorb vibration, and to double buffer the vibration generated in the building as the plate-like part 413 moves and rotates up, down, left and right with respect to the second attachment part 420 by the earthquake-resistant sliding pin 430 By doing so, it is possible to simultaneously absorb the horizontal and vertical vibrations generated in the building due to the earthquake, and at the same time, the vibration shock by the vertical and horizontal movement and rotational flow in the earthquake-resistant clip 400 can be double-buffered.

In one embodiment of the present invention, at least one of the first attachment part 410, the second attachment part 420, and the earthquake-resistant sliding pin 430 of the seismic attachment type clip 400 is a metal having elasticity, such as aluminum. It is preferable to be made of a material.

On the other hand, the seismic attachment type clip 400 based on the center of the insertion groove 121 formed in the guide rail 120 may be formed to be inclined at an angle of 8° to 12° in the upper or lower direction, but in the present invention, earthquake-resistant It is preferable that the attachment clip 400 is formed to be inclined at an angle of 10°.

That is, in the present invention, when the inclination of the seismic attachment type clip 400 is formed to be less than the above-mentioned lower limit range, the effect of alleviating vibrations occurring in the building or the absorption of vibrations is insignificant, so there is no effect, exceeding the above-mentioned upper limit range In the case of being formed, the seismic attachment type clip 400 may be severely shaken and damaged.

Here, the locking part 411 is integrally formed with the plate-shaped part 413 to form a 'TT' shape on the side at the end of the plate-shaped part 413, and the plate-shaped part 413 is biased to one side on the side' ㅗ It is preferable that it is provided to achieve the shape of a 'shape.

Accordingly, the cross-sectional shape of the engaging part 411 and the plate-shaped part 413 and the cross-sectional shape of the second attachment part 420 together form an 'I'-shaped cross-sectional shape as a whole. The cross-sectional modulus is increased, so that the rigidity of the seismic attachment type clip 400 is secured, and the support of the panel assembly can be stably maintained even with respect to the vibration load.

More specifically, it is preferable that the vertical portion of the engaging portion 411 forming the shape of a 'TT' on the side is provided to be 1.0 to 1.4 times longer than the horizontal portion.

Accordingly, the flow of the first attachment part 410 between the cutouts 123 so that the cross-sectional modulus of the first attachment part 410 is sufficiently reinforced by the shape of the locking part 411 and the plate-shaped part 413 . It is possible to ensure that the earthquake-proof buffer effect is sufficiently exhibited.

Here, if the length of the vertical part of the hooking part 411 is less than 1.0 times that of the horizontal part, the earthquake-resistant buffering effect through the flow of the first attachment part 410 may be somewhat reduced, and the vertical part of the hooking part 411 may be When the length exceeds 1.4 times that of the horizontal portion, the reinforcement of the section modulus of the first attachment portion 410 may be somewhat insufficient.

In addition, the plate-shaped portion 413 provided to form a 'ㅗ' shape that is biased to one side on the side is skewed to one side so that the vertical part belonging to the locking part 411 is formed at a position corresponding to 0.75 to 0.95 in the entire length. It is preferable to provide

Accordingly, the first attachment portion 410 is inserted into the guide rail 120 so that the strength of the section modulus of the first attachment portion 410 is sufficiently reinforced by the shape of the plate-shaped portion 413 and the locking portion 411 . It is possible to prevent damage when flowing in the second attachment part 420, and the structure to slide while in surface contact with the second attachment part 420 is strengthened, so that the double buffering effect can be increased.

Here, when the vertical portion of the plate-shaped portion 413 is formed at a position corresponding to less than 0.75 in the overall length, the mutual double buffering effect of the first attachment portion 410 and the second attachment portion 420 may be somewhat reduced, When the vertical portion of the plate-shaped portion 413 is formed at a position exceeding 0.95 in its entire length, it is too biased toward the end, and thus the structural strength of the first attachment portion 410 may be somewhat reduced.

On the other hand, the upper and lower portions of the earthquake-resistant sliding pin 430 according to the present invention are provided to have a larger diameter than the middle portion, so that the earthquake-resistant sliding pin 430 is fitted into the first sliding hole 415 and the second sliding hole 421 . After that, it is preferable to be provided to prevent separation and separation.

That is, the earthquake-resistant sliding pin 430 is preferably provided to form an 'I' shape on the side.

As an embodiment of the present invention, the diameter of the upper and lower portions of the seismic sliding pin 430 is preferably provided to be 1.6 to 2.2 times larger than the diameter of the middle portion.

Accordingly, the cross-sectional modulus of the earthquake-resistant sliding pin 430 that is inserted into the first sliding hole 415 and the second sliding hole 421 to interconnect the first attachment part 410 and the second attachment part 420 and flow The strength is further reinforced to prevent breakage during the flow operation for vibration buffering, and structurally more robust flow and double buffering structures can be formed, and the earthquake-resistant buffering effect can be further increased.

Here, if the diameters of the upper and lower portions of the earthquake-resistant sliding pin 430 are less than 1.6 times the diameter of the middle part, the reinforcement of the section modulus strength of the earthquake-resistant sliding pin 430 may be somewhat reduced, and the If the diameter of the upper part and the lower part is more than 2.2 times the diameter of the middle part, the seismic buffer function may be somewhat lowered.

At this time, the diameter of the middle portion of the earthquake-resistant sliding pin 430 fitted into the first sliding hole 415 and the second sliding hole 421 is the vertical portion diameter of the engaging portion 411 inserted between the cutout 123 . It is preferable that it is prepared to be about 2.3 to 4.2 times of

Accordingly, the durability of the seismic sliding pin 430 is sufficiently reinforced, so that damage and damage are minimized during the seismic buffer action caused by the flow of the seismic attachment type clip 400, and the service life can be extended. Here, if the diameter of the seismic sliding pin 430 is less than 2.3 times that of the locking part 411, the reinforcement of durability may be somewhat insufficient, and if it is more than 4.2 times, the seismic buffer function by the flow operation may be somewhat reduced.

On the other hand, as an embodiment of the present invention, the surface of the plate-shaped portion 413 in surface contact with the second attachment portion 420 and the surface in surface contact with the plate-shaped portion 413 in the second attachment portion 420 have a surface roughness. It is preferable to be subjected to surface treatment so as to represent 0.45 to 0.75 z on Rz.

Accordingly, the vibration load is applied so that the seismic sliding pin 430 flows, and the first attachment part 410 and the second attachment part 420 move smoothly relative to each other when sliding or rotationally displaced, and take charge of the earthquake-resistant buffer function. and wear damage at the mutual contact surfaces can be minimized.

In addition, the surface of the plate-shaped portion 413 in surface contact with the second attachment portion 420 and the surface in surface contact with the plate-shaped portion 413 in the second attachment portion 420 have a diameter of 25 to 35 nanometers. It is preferable that a plurality of fine holes are formed.

Accordingly, if lubricating oil is injected into the contact surface where the first attachment part 410 and the second attachment part 420 come into contact with each other, the lubricating oil permeates into a plurality of micro-holes and the first attachment part ( When the 410) and the second attachment part 420 are mutually sliding or rotationally displaced, a smoother relative movement is made, and abrasion damage on the mutual contact surface can be more reliably prevented.

On the other hand, as another embodiment of the present invention, as shown in FIG. 8 , on the outer peripheral surface of the middle part of the earthquake-resistant sliding pin 430 that is inserted into the first sliding hole 415 and the second sliding hole 421 and flows. A graphene coating layer 440 having a two-dimensional structure with a single layer of carbon atoms may be formed.

Accordingly, the impact absorption effect is further increased when the seismic sliding pin 430 flows by the graphene coating layer 440, durability is increased, so that permanent deformation can be prevented, and the seismic attachment type clip 400 It is possible to improve the seismic effect.

Meanwhile, as shown in FIG. 1 , it is preferable to provide a joint caulking unit 500 filled with silicon or the like in a gap between the pair of outer frames 100 spaced apart from each other.

Accordingly, it is possible to fill the joint gaps spaced apart from each other by the pair of outer frames 100 with the joint caulking part 500 to improve the exterior finish and waterproofness and airtightness in the joint gap.

In this case, a separate scrap panel may be further provided in front of the joint caulking unit 500 .

Accordingly, according to the present invention, it is possible to simultaneously absorb horizontal and vertical vibrations generated in a building due to an earthquake, and at the same time, thermal bridges in frames, thermal bridges in fasteners, and insulation breakage or weak areas generated in the existing construction method. It is possible to provide a panel assembly having a seismic attachment type clip that can solve the problem of

Although the technical aspects have been described in the accompanying drawings and described above, the technical idea of the present invention is for the description, and does not limit the invention, and those of ordinary skill in the art It will be understood that various modifications and changes of the present invention can be made without departing from the technical scope of the present invention described in the following claims.

100: outer frame 110: fitting groove
111: projection 120: guide rail
121: insertion groove 123: cutout
125: support 130: extension
200: vibration absorbing member 300: finishing panel
400: seismic attachment type clip 410: first attachment part
411: locking part 413: plate-shaped part
415: first sliding hole 420: second attachment part
421: second sliding hole 430: seismic sliding pin
440: graphene coating layer 500: joint caulking part

Claims (3)

The outer frame 100 is provided to form a square border, and is installed on the outer wall of the building or the lower limb 10 to be symmetrically spaced apart from each other in cross section;
a vibration absorbing member 200 fitted and fixed in the fitting groove 110 formed in the outer frame 100 and provided to absorb the vibration load when it occurs;
a finishing panel 300 closely attached to the outside of the vibration absorbing member 200, fastened and fixed to the outer frame 100, and finishing the exterior of the building; and
The outer frame 100 is fastened and fixed to the building outer wall or lower limb 10 and interposed between the outer frame 100 and the building outer wall or lower limb 10, and is slidable in the longitudinal direction of the outer frame 100. It is inserted into, and one side and the other side are provided so as to be capable of surface contact and mutual inclination displacement, mutual sliding movement or rotational displacement, so that the outer frame 100 is fixed to the outer wall of the building or the lower limb 10, but the vibration load from the outside A seismic attachment type clip 400 made of an elastic material provided to attenuate it during delivery;
including,
The seismic attachment type clip 400 includes a first attachment part 410 having a portion slidably inserted into the outer frame 100 , and a second attachment part 410 provided to be in surface contact with the first attachment part 410 . Including an attachment part 420 and an earthquake-resistant sliding pin 430 movably provided between the first attachment part 410 and the second attachment part 420 , vibration is generated in the building due to an earthquake. Then, the first attachment part 410 of the seismic attachment type clip 400 is inclined within a certain range of the space inserted into the outer frame 100 to alleviate the vibration generated in the building or to reduce the vibration. As one of the first attachment part 410 and the second attachment part 420 moves up, down, left, and right with respect to the other by the earthquake-resistant sliding pin 430, the building To dampen the generated vibration,
The first attachment part 410 is formed such that a locking part 411 that is slidably inserted into the insertion groove 121 formed in the outer frame 100 is bent upward, and is integrally formed with the locking part 411 . Formed to be bent, the plate-shaped part 413 is provided flat against the outer wall of the building or the lower limb 10, and the plate-shaped part 413 is perforated with a first sliding hole 415 in the form of a long hole,
The second attachment part 420 is provided to be in surface contact with the plate-shaped part 413 , is fastened to the outer wall of the building or the lower limb 10 with a fastening member, and is located at a position corresponding to the first sliding hole 415 . There is a second sliding hole 421 is formed perforated in the form of a long hole,
The earthquake-resistant sliding pin 430 is fitted into the first sliding hole 415 and the second sliding hole 421 to be movable in the first sliding hole 415 and the second sliding hole 421,
The locking part 411 is integrally formed with the plate-shaped part 413 so as to form a 'TT' shape on the side at the end of the plate-shaped part 413,
The plate-shaped portion 413 is provided to form a 'ㅗ' shape that is biased to one side on the side,
The vertical portion of the engaging portion 411 forming the shape of a 'TT' on the side is provided 1.0 to 1.4 times longer than the horizontal portion,
The plate-shaped part 413, which is provided to form a 'ㅗ'-shape biased to one side on the side, is inclined to one side so that the vertical part belonging to the locking part 411 is formed at a position corresponding to 0.75 to 0.95 in the overall length. is provided with
The diameter of the upper and lower portions of the seismic sliding pin 430 is provided to extend 1.6 to 2.2 times greater than the diameter of the middle portion,
The diameter of the middle portion of the earthquake-resistant sliding pin 430 fitted into the first sliding hole 415 and the second sliding hole 421 is the vertical diameter of the engaging portion 411 inserted between the cutout 123 . It is prepared to be 2.3 to 4.2 times the diameter of the part,
A surface of the plate-shaped part 413 in surface contact with the second attachment part 420 and a surface in the second attachment part 420 in surface contact with the plate-shaped part 413 have a surface roughness of 0.45 to 0.75 on Rz. A panel assembly having a seismic attachment type clip, characterized in that the surface treatment is processed to indicate z.

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