KR102567745B1 - Panel connection assembly for Construction outer wall base - Google Patents

Abstract

The present invention is a connection assembly that connects non-welding backing materials for construction in a system method, employing a structure that improves the convenience of construction when installing an exterior panel on the inner or outer wall of a building, and using a bolting method to assemble and install the non-welding backing material. It is possible to prevent the risk of fire during construction by installing, and it relates to a connection assembly that connects non-welding construction materials that secure seismic safety by preventing shock and vibration caused by earthquakes in a systemic manner.
In the present invention, in the building exterior panel lower connecting assembly installed on the outer surface of a wall, the lower connecting assembly 100 includes a plurality of vertical square tubes 10 and 24 and an upper part of the vertical square tubes 10 and 24 a lower leg assembly 102 including a horizontal square tube 16 installed on and a lower horizontal square tube 30 installed below the vertical square tubes 10 and 24; an upper seismic square tube assembly 104 installed on the upper left side of the lower assembly 102 to buffer shock and vibration in order to improve seismic performance; a lower seismic square tube assembly 106 installed at the left lower end of the lower assembly 102 to buffer shock and vibration in order to improve seismic performance; It includes an exterior panel 108 installed on the outer side of the lower assembly 102 as if wrapped around it and having a plurality of vibration buffering parts 60, 52, and 66 for shock and vibration buffering, but the lower assembly 102 ) is characterized in that it further comprises a diagonal square tube 20 connecting the vertical square tube 10 and the horizontal square tube 16 diagonally.
As described above, the present invention can improve the convenience of construction and reduce construction costs at the same time by constructing with a non-welding bolting method, and has an excellent effect of preventing fire by constructing using a non-welding bolting method without welding, It has the effect of securing excellent safety against earthquake resistance such as vibration and shock caused by an earthquake.

Description

Connection assembly that connects non-welded backing materials for construction in a system manner {Panel connection assembly for Construction outer wall base}

The present invention is a connection assembly that connects non-welding backing materials for construction in a system method, employing a structure that improves the convenience of construction when installing an exterior panel on the inner or outer wall of a building, and using a bolting method to assemble and install the non-welding backing material. It is possible to prevent the risk of fire during construction by installing, and it relates to a connection assembly that connects non-welding construction materials that secure seismic safety by preventing shock and vibration caused by earthquakes in a systemic manner.

In general, interior or exterior panels used as interior or exterior finishing materials to improve the aesthetics of a building are generally constructed to face the interior or exterior walls of a building and have a predetermined gap, which means that the steel frame such as the lower part of each building is A gap is formed between the outer wall and the interior panel or the exterior panel.

In addition, during the connection construction of the base material that combines the interior panel or the exterior panel with each sub-substrate, each sub-pipe was installed using each welding method. In this case, there is a risk of fire due to welding sparks generated during welding of the sub-substrate. This always existed, and there was a problem that a fire occurred in the actual field and a large loss occurred.

Due to this, there is a problem in that the construction work of the building is delayed due to the fire or the like, resulting in loss or increased loss due to fire, and the risk of safety accidents is greatly raised.

In addition, recently, an earthquake occurred in Korea, and the foundation materials installed during construction lacked seismic performance to respond to shock, vibration, and torsion from the outside, resulting in a large loss of the subframe tube and exterior panels, and the exterior panels and subframe tubes were separated. There was also a problem of personal injury as it fell down the building.

Republic of Korea Patent Publication No. 10-2009-0017280 (published on 2009.02.18.) Republic of Korea Patent Registration No. 10-1602460 (registration date 2016.03.04)

The present invention has been made to solve the above problems, and when installing an exterior panel on the inner or outer wall of a building, a bolting method is used to improve the convenience of construction, thereby reducing construction costs as well as internal exposure. Blocking and minimizing air gaps in the form of interior or exterior panels, preventing fires during welding, and connecting non-welding backing materials for construction with earthquake-resistance, pollution prevention and waterproof performance to secure seismic safety. It is an object thereof to provide a connection assembly.

The present invention effectively absorbs shock and vibration by using the deformation of the legs of the earthquake-resistant square tube assemblies by auxiliary installation of seismic square tube assemblies in which the vertical displacement generated by the shock and vibration caused by the earthquake is assembled and installed by a welding bolting method when an earthquake occurs. It is an object of the present invention to provide a connection assembly that connects non-welding construction materials that can improve seismic performance by a system method.

The object and the technical problem to be achieved by the present invention are not limited to the technical problem described above. Therefore, other technical problems not mentioned will be clearly understood by those skilled in the art from the following description.

In the present invention, in the building exterior panel lower connecting assembly installed on the outer surface of a wall, the lower connecting assembly 100 includes a plurality of vertical square tubes 10 and 24 and an upper part of the vertical square tubes 10 and 24 a lower leg assembly 102 including a horizontal square tube 16 installed on and a lower horizontal square tube 30 installed below the vertical square tubes 10 and 24; an upper seismic square tube assembly 104 installed on the upper left side of the lower assembly 102 to buffer shock and vibration in order to improve seismic performance; a lower seismic square tube assembly 106 installed at the left lower end of the lower assembly 102 to buffer shock and vibration in order to improve seismic performance; It includes an exterior panel 108 installed on the outer side of the lower assembly 102 as if wrapped around it and having a plurality of vibration buffering parts 60, 52, and 66 for shock and vibration buffering, but the lower assembly 102 ) is characterized in that it further comprises a diagonal square tube 20 connecting the vertical square tube 10 and the horizontal square tube 16 diagonally.

The upper seismic square tube assembly 104,

An upper auxiliary angle tube 34 installed in the horizontal direction at the upper end of the left side of the vertical square tube 24;

It is preferable to have an auxiliary vertical angle pipe 38 vertically connected to the left end of the horizontal angle pipe 16 and the left end of the upper auxiliary angle pipe 34.

The lower seismic square tube assembly 106,

A lower auxiliary angle tube 44 installed in the horizontal direction at the lower end of the left side of the vertical angle tube 24;

It is preferable to have an auxiliary vertical angle pipe 48 vertically connected to the left end of the lower horizontal angle pipe 30 and the left end of the lower auxiliary angle pipe 44.

As such, the present invention can improve the convenience of construction by constructing with a non-welding bolting method, reduce construction costs, and has an excellent effect of preventing fire by constructing using a non-welding bolting method without welding, It has the effect of securing excellent safety against earthquake resistance such as vibration and shock caused by an earthquake.

1 is a perspective view showing the structure of a connection assembly connecting non-welded backing materials for construction according to the present invention in a systemic manner;
Figure 2 is an exploded perspective view showing the structure of a connection assembly connecting non-welded backing materials for construction according to the present invention in a system manner
Figure 3 is a cross-sectional view of the installation state showing the structure of the substrate connection assembly of the architectural cut system of the present invention
Figure 4 is an exploded perspective view of Figure 3

Objects, other objects, features and advantages of the present invention below will be easily understood through the following preferred embodiments in conjunction with the accompanying drawings. However, the present invention is not limited to the embodiments described herein and may be embodied in other forms.

Rather, the embodiments introduced herein are provided so that the disclosed content will be thorough and complete and the spirit of the present invention will be sufficiently conveyed to those skilled in the art.

Embodiments described and illustrated herein also include complementary embodiments thereof.

In this specification, singular forms also include plural forms unless specifically stated otherwise in a phrase. Elements referred to as 'comprise' and/or 'comprising' used in the specification do not exclude the presence or addition of one or more other elements.

Hereinafter, a specific embodiment according to the connection assembly for connecting non-welding base materials for construction capable of preventing pollution according to the present invention in a system manner will be described.

1 is a perspective view showing the structure of a connection assembly connecting the non-welding supporting materials for construction of the present invention in a system manner, and FIG. A perspective view, Figure 3 is a cross-sectional view of an installed state showing the structure of the substrate connecting assembly of the construction cut system of the present invention, Figure 4 is an exploded perspective view of Figure 3.

Referring to FIGS. 1 to 4, the connection assembly for connecting the non-welding backing material for construction of the present invention in a system manner will be described. First, as shown in FIGS. In the reconnection assembly, a wall 200 is formed on one side, and a non-welding backing material connection assembly 100 is installed on one side of the wall 200.

The non-welding backing material connection assembly 100 does not use a welding construction method when connecting a plurality of sub-substrates installed in the horizontal, vertical, or diagonal directions, but connects only to the bolting room, so that when an earthquake occurs, from the outside It is desirable to construct to have strong durability and earthquake resistance against shock and vibration.

The plurality of lower leg tubes have a rectangular cross section and a hollow interior.

The non-welding base material connection assembly 100 of the present invention includes a base assembly 102, an upper seismic square tube assembly 104, a lower seismic square tube assembly 106, an exterior panel 108, and a caulking fixing member 110 ).

The lower assembly 102 is installed in the vertical direction on the side surface of the wall 200, is installed in plural pieces while maintaining a regular interval, and is installed to withstand a load in the vertical direction, and a plurality of lower leg tubes are connected to each other with bolts and nuts. Install using join.

The upper seismic square tube assembly 104 is connected and installed at the upper end of the right side of the lower assembly 102, and the connection part of the upper right corner and the lower right corner moves in the direction of the arrow in association with the lower assembly 102 It is installed to offset external shock and vibration while doing so.

The lower seismic square tube assembly 106 is connected to and installed at the bottom of the right side of the lower assembly 102, and in association with the lower assembly 102, the connection part of the upper right corner and the lower right corner is in the direction of the arrow. It is installed to offset external shock and vibration vertically while moving.

The exterior panel 108 is formed by extending the upper body 54 in the right direction at the upper end so as to cover the upper end of the lower assembly 102, and is extended in the right direction so as to cover the lower end of the lower assembly 102. It is constructed and installed so as to extend and surround the lower assembly 102.

In the caulking fixing member 110, a plurality of vibration damping parts 66 are formed on the exterior panel 108, the caulking fixing member 110 is inserted and installed in the vibration damping part 66, and the vibration damping part It is preferable to provide a buffer packing 72 so that the 66 can flow left and right and at the same time buffer vibration and shock.

Next, referring to FIGS. 3 and 4, in more detail, first, as shown in FIG. 3, the lower assembly 102 of the present invention will be described with reference to the bar shown in FIG. 3, first, A lower assembly 102 is installed on the left side of the wall 200, an upper earthquake-resistant square tube assembly 104 is extended to the left upper part of the lower assembly 102, and a lower earthquake-resistant square tube assembly is installed on the lower left side of the lower assembly 102. (106) is extended construction.

The lower assembly 102 is bolted without welding, so that the upper seismic square tube assembly 104 and the lower seismic square tube assembly 106 are installed to prevent shock and vibration from an earthquake to improve seismic performance. is constructed

The lower assembly 102 is installed on the left side of the wall 200, and the lower assembly 102 has a vertical square tube 10 fixedly installed on the left side of the wall 200, and the vertical square tube 10 A horizontal square tube 16 is installed on the upper part of, and a diagonal square tube 20 is installed between the vertical square tube 10 and the horizontal square tube 16.

In addition, a vertical square tube 24 is installed vertically downward at the left end of the horizontal square tube 16, and a lower horizontal square tube 30 is installed in a horizontal direction at the lower end of the vertical square tube 24.

On the other hand, an upper seismic square tube assembly 104 is installed to connect the left end of the horizontal square tube 16 and the upper end of the vertical square tube 24.

The upper seismic square tube assembly 104 is connected to the upper left side of the vertical square tube 24, the upper auxiliary square tube 34 is installed so as to protrude in the left horizontal direction, and is connected to the left end of the horizontal square tube 16, An auxiliary vertical angle tube 38 is installed vertically downward, and is preferably installed to vertically connect the left end of the horizontal angle tube 16 and the left end of the upper auxiliary angle tube 34.

At this time, the horizontal square tube 16 is protruded and installed by a predetermined length in the left direction of the vertical square tube 24, and the protruding length is protruded and extended to be the same length as the upper auxiliary square tube 34. this is preferable

On the other hand, the left end of the horizontal square tube 16 is installed higher than the right end, and at the same time, the horizontal square tube 16 is installed to have a predetermined inclination angle A so that the horizontal square tube 16 is inclined in the right direction.

The predetermined inclination angle (A) is preferably installed in the range of 2 degrees to 10 degrees. This is because it is difficult to obtain the horizontality of the entire building during the construction of the exterior panel when the fluidity in the direction of the arrow is small and the slope is greater than 10 degrees.

In addition, a lower earthquake-resistant square tube assembly 106 is installed on the left side of the lower end of the vertical square tube 24, and the lower earthquake-resistant square tube assembly 106,

A lower auxiliary angle tube 44 is installed so as to be connected to the lower left side of the vertical square tube 24 and protrude in the left horizontal direction, and a lower horizontal square tube 30 is installed in the horizontal direction on the lower surface of the vertical square tube 24. And, the lower horizontal square tube 30 is installed to protrude in the left direction of the vertical square tube 24 by a predetermined length.

Subsequently, an auxiliary vertical angle tube 48 is connected to the left end of the lower horizontal angle tube 30 in a vertical upward direction, and the left end of the lower horizontal angle tube 30 and the left end of the lower auxiliary angle tube 44 are connected to each other. It is preferable to install so as to connect vertically.

At this time, the lower horizontal square tube 30 protrudes from the lower end of the vertical square tube 24 to the left by a predetermined length, and the protruding length protrudes to be the same length as the lower auxiliary square tube 44, Extended construction is preferred.

An exterior panel 108 is covered on the outer side of the lower assembly 102 installed as described above, and then installed.

Referring to FIG. 4 in more detail, first, a wall 200 is formed, a plurality of anchor holes 202 are formed on the left side of the wall 200, and the upper surface of the wall 200 An anchor bracket 204 in the shape of a Nieunja (b) is fixed, and the anchor bracket 204 is fixed to the upper surface by anchor bolts 206.

The support assembly 102 is composed of a vertical square tube 10 installed in the vertical direction on the left side of the wall 200, an anchor bracket 12 installed on the upper end of the vertical square tube 10, and the vertical square tube 10. An anchor bracket 13 installed at the lower end is provided.

The anchor bracket 12 and the anchor bracket 13 are provided with anchor bolts 206, respectively, and the anchor bolts 206 are fixed to the anchor holes 202 of the wall 200 described above.

As described above, the anchor bolts 206 provided in the vertical square tube 10 are firmly fixed to the wall 200.

Subsequently, a vertical angle 14 in the shape of a station lifter is fixedly installed on the right side of the upper end of the vertical square tube 10, and a supporting finishing square tube 208 is fixed in the horizontal direction on the lower bottom surface.

The horizontal square tube 16 is installed in the horizontal direction on the upper surface of the vertical square tube 10, and is installed to have a predetermined inclination angle (A) by forming an inclination from the left direction to the right direction. ) Is located on the upper surface of the bolt, nut, piece, rivet, and fixedly installed by a fixing means 300 using any one of pins.

At the right end of the horizontal square tube 16, a transverse angle 18 in the shape of a cross pipe 16 is fixedly installed, and a horizontal angle 19 in the shape of a cross tube 16 is provided at the left end of the square tube 16.

In the vertical square tube 10 and the horizontal square tube 16, the diagonal square tube 20 is connected in a diagonal direction starting from the top of the horizontal square tube 10 and going downward to the right toward the lower end of the vertical square tube 10.

A diagonal bracket 22 is connected and fixed to the lower end of the diagonal square tube 20, a diagonal bracket 23 is provided to the upper end, and a fixing means 300 is provided to each of the diagonal brackets 22 and 23.

The upper end of the diagonal square tube 20 formed in this way is fixed to the horizontal square tube 16, the lower end is fixed to the vertical square tube 10, and after first fixing one end of the diagonal square tube 20, it is moved forward or backward or up and down. It can be installed by adjusting the inclination of the horizontal square tube 16 while moving. That is, after first fixing and installing the diagonal bracket 22 at the lower end of the diagonal square tube 20 to the vertical square tube 10, and then moving and positioning the diagonal bracket 230 in the forward and backward directions, the diagonal square tube 20 ) It can be installed by adjusting the inclination of the horizontal square tube 16 by fixing the upper end of it with a fixing means.

At this time, it is preferable to cut the upper end of the vertical square tube 10 at a predetermined angle, and to adjust the angle of the vertical angle 14 to be the same as the inclination of the horizontal square tube 16 by cutting.

A vertical square tube 24 is fixed vertically downward on the lower surface of the left end of the horizontal square tube 16 installed as described above.

On the right side of the upper end of the vertical square tube 24, a vertical angle 25 in the shape of a reverse character is fixed and installed, and a vertical angle 27 in the shape of a Nieunja is fixed and installed at the lower end, and on the top of the left side of the vertical square tube 24 The vertical angle 26 of the reverse tooth hermit shape is fixed, and the vertical angle 28 of the shape of the giyeokja is fixed to the lower left side of the vertical square tube 24.

In addition, the horizontal square tube 16 is installed to protrude by a predetermined length in the left direction of the vertical square tube 24, and the lower horizontal square tube 30 is installed in the horizontal direction on the bottom bottom of the vertical square tube 24.

A horizontal angle 32 is fixedly installed at the right end of the lower transverse tube 30 and a horizontal angle 33 is fixedly installed at the left end.

The lower horizontal square tube 30 is fixedly installed so as to protrude a predetermined length in the left direction of the vertical square tube 24 .

Meanwhile, an upper seismic square tube assembly 104 is installed at the left end of the horizontal square tube 10 and the left upper end of the vertical square tube 24 .

The upper seismic angle tube assembly 104 includes an upper auxiliary angle tube 34 connected and fixed to the horizontal angle 26 and an auxiliary vertical square tube 38 installed vertically upward at the left end of the upper auxiliary angle tube 34. include

The upper auxiliary angle tube 34 has a right end connected and fixed in the horizontal direction to the vertical angle 26 fixed to the left side of the vertical angle tube 24, and an auxiliary angle 36 at the left end of the upper auxiliary angle tube 34. ) is provided.

The auxiliary vertical square tube 38 has an upper end connected to and fixed to the left end of the horizontal square tube 16, a lower end connected to and fixed to the left end of the upper auxiliary square tube 34, and an upper angle to the upper end of the auxiliary vertical square tube 38. 40 is provided and a lower angle 42 is provided at the lower end.

The upper seismic square tube assembly 104 formed as described above is installed in the form of a square window frame, and the upper and lower corners are installed to be movable in the direction of the arrow, so that the seismic performance is improved.

On the other hand, the lower seismic angle tube assembly 106 includes a lower auxiliary angle tube 44 connected and fixed to the horizontal angle 28, and an auxiliary vertical square tube 48 installed vertically downward at the left end of the lower auxiliary angle tube 44. ).

The lower auxiliary angle tube 44 has a right end connected and fixed in the horizontal direction to the vertical angle 28 fixed to the left side of the vertical angle tube 24, and an auxiliary angle 46 at the left end of the lower auxiliary angle tube 44. ) is provided.

The auxiliary vertical square tube 48 has a lower end connected and fixed to the left end of the lower horizontal square tube 30, an upper end connected and fixed to the left end of the lower auxiliary square tube 44, and an upper end of the auxiliary vertical square tube 48. An angle 50 is provided and a lower angle 52 is provided at the lower end.

The lower seismic square tube assembly 106 formed as described above is installed in the form of a square window frame, and the upper and lower corners are installed to be movable in the direction of the arrow, so that the seismic performance is improved.

Subsequently, an exterior panel 108 is installed to be wrapped around the outer portion of the base assembly 102 installed by the non-welding bolting method.

The exterior panel 108 includes an upper body 54 formed in the horizontal direction, a side body 56 formed by extending and bending vertically downward from the left side of the upper body 54, and a lower side of the side body 56. It consists of a lower body 58 formed by extending and bending in the right direction.

In addition, the right end of the upper body 54 is provided with a finishing body 68 formed by bending downward to the right, and a bent portion 59 is provided at the right end of the lower body 58.

On the right side of the upper surface of the upper body 54, a vibration damping unit 60 is formed which is bent downward to have a concave concave shape, and on the left side of the upper surface of the upper body 54 is bent downward to form a concave concave shape. A vibration damping unit 62 made of is provided.

In addition, the central portion of the left side of the side body 56 is concavely formed in a concave-convex shape, and an opening 64 is formed in the left portion.

In addition, a vibration damping unit 66 concave upward and formed in a concavo-convex shape is formed on the left side of the lower surface of the lower body 58.

On the other hand, the finished body 68 is bent downward at the right end of the upper body 54, the extended end is bent in the left direction, and the bent end in the left direction is formed with a bent part 69 in the shape of a warrior. do.

It is preferable that the caulking fixing member 110 is inserted into the vibration buffering parts 60 , 62 , and 66 to buffer shock and vibration transmitted from the outside and to seal it so that foreign substances do not enter.

The caulking fixing member 110 includes a fixing means 70, a buffer packing 72, and a caulking band 74.

The fixing means 70 is fixed to the lower assembly 102 so that the upper body 54 is not shaken, and the buffer packing 72 is inserted into the upper part of the fixing means 70, and is attached to the upper body 54. When an external shock is transmitted, it is made to absorb shock and vibration elastically.

The buffer packing 72 is preferably made of a material capable of buffering shock and vibration from the outside, such as rubber, silicone, or synthetic resin.

As described above, a caulking band 72 is attached and inserted to the upper surface of the shock absorbing packing 72 inserted into the vibration damping parts 60, 62, 66 so that the shock absorbing packing 72 does not escape and foreign substances do not flow in. .

The caulking band 72 is preferably made of a silicone agent capable of being airtight and oiltight to prevent foreign matter, rainwater, and water leakage.

The vertical square tube 10 and the horizontal square tube 16 are steel pipes formed by galvanizing the outer surface, and the exterior panel 108 is made of aluminum and coated with fluorine resin twice on the inner and outer surfaces. It is desirable to form

The technical problems to be achieved in the present invention are not limited to the above-mentioned technical problems, and other technical problems not mentioned can be variously implemented by those skilled in the art from the description below. And technical changes within this range will be said to be within the scope of the present invention.

10: vertical square tube 12: anchor bracket
14: vertical angle 16: upper horizontal angle tube
18,19: horizontal angle 20: diagonal square pipe
22: diagonal bracket 24: vertical square tube
26,28: vertical angle 30: lower horizontal tube
32,33: horizontal angle 34: upper auxiliary angle
36: auxiliary angle 38: auxiliary vertical tube
40: upper angle 42: lower angle
44: lower auxiliary angle 46: auxiliary angle
48: auxiliary vertical tube 50: upper angle
52: lower angle 54: upper body
56: side body 58: lower body
60,62: caulking part 64: opening
66: vibration damping unit 68: closing body
70: fixing means ` 72: packing
74: cocking band
100: non-welding lowering material connection assembly 102: lowering assembly
104: upper seismic square tube assembly 106: lower seismic square tube assembly
108: exterior panel 110: caulking fixing member
200: wall 202: anchor ball
204: Anchor Bracket 208: Corner Finishing Support

Claims (3)

In the building exterior panel lower connection assembly installed on the outer surface of the wall,
The lower connecting assembly 100,
A plurality of vertical square tubes 10 and 24, a horizontal square tube 16 installed above the vertical square tubes 10 and 24, and a lower horizontal square tube 30 installed below the vertical square tubes 10 and 24 a lower assembly 102 comprising;
an upper seismic square tube assembly 104 installed on the upper left side of the lower assembly 102 to buffer shock and vibration in order to improve seismic performance;
a lower seismic square tube assembly 106 installed at the left lower end of the lower assembly 102 to buffer shock and vibration in order to improve seismic performance;
Including an exterior panel 108 installed on the outer side of the lower assembly 102 as if wrapped around it and having a plurality of vibration buffering parts 60, 62, and 66 for buffering shock and vibration,
The lower assembly 102,
The connecting assembly for connecting the non-welded backing materials for construction in a system manner, further comprising a diagonal square tube 20 connecting the vertical square tube 10 and the horizontal square tube 16 diagonally.
According to claim 1,
The upper seismic square tube assembly 104,
An upper auxiliary angle tube 34 installed in the horizontal direction at the upper end of the left side of the vertical square tube 24;
Connecting the non-welded backing material for construction, characterized in that it has an auxiliary vertical pipe 38 vertically connected to the left end of the horizontal angle pipe 16 and the left end of the upper auxiliary angle pipe 34 in a system manner connection assembly.
According to claim 1,
The lower seismic square tube assembly 106,
A lower auxiliary angle tube 44 installed in the horizontal direction at the lower end of the left side of the vertical angle tube 24;
Connecting the non-welding backing material for construction, characterized in that it has an auxiliary vertical pipe 48 vertically connected to the left end of the lower horizontal angle pipe 30 and the left end of the lower auxiliary angle pipe 44 in a system manner. connecting assembly.