KR101081801B1 - Curtain wall structure with high strength - Google Patents
Curtain wall structure with high strength Download PDFInfo
- Publication number
- KR101081801B1 KR101081801B1 KR1020090025203A KR20090025203A KR101081801B1 KR 101081801 B1 KR101081801 B1 KR 101081801B1 KR 1020090025203 A KR1020090025203 A KR 1020090025203A KR 20090025203 A KR20090025203 A KR 20090025203A KR 101081801 B1 KR101081801 B1 KR 101081801B1
- Authority
- KR
- South Korea
- Prior art keywords
- fixing bar
- vertical
- horizontal
- curtain
- bar
- Prior art date
Links
- 238000010168 coupling process Methods 0.000 claims abstract description 40
- 230000001808 coupling Effects 0.000 claims abstract description 39
- 238000005859 coupling reactions Methods 0.000 claims abstract description 39
- 239000011521 glasses Substances 0.000 claims abstract description 18
- 210000001847 Jaw Anatomy 0.000 claims description 7
- 239000000463 materials Substances 0.000 claims description 6
- 230000003014 reinforcing Effects 0.000 claims description 6
- 238000009434 installation Methods 0.000 abstract description 18
- 238000009413 insulation Methods 0.000 abstract description 3
- 239000000203 mixtures Substances 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminum Chemical compound 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Images
Abstract
Description
The present invention relates to a curtain wall that is installed on the outer wall of the building, and more specifically, in the curtain wall installed on the outer wall of the building to fix the double glass, etc., while easily assembling the vertical fixing bar and the horizontal fixing bar while the wind pressure In addition, the present invention relates to a curtain wall reinforced with rigidity so that the installation interval of the vertical fixing bar or the horizontal fixing bar can be freely adjusted at the time of installation.
In the structure that supports the vertical load applied to the building and the horizontal load caused by wind or earthquake only by the frame of the pillar and beam which are the main structure of the building, the wall is merely a curtain that partitions the space, so This curtain wall serves as a barrier to prevent rain or wind from the outside and to block noise or heat from the outside, and the walls and walls are not exposed to the outside. Has the function.
Curtain walls are especially used for high-rise or high-rise constructions.In high-rise constructions, light weights such as aluminum are generally used for curtain walls in order to reduce the weight because the building's own weight greatly affects the thickness of columns and beams. The opening of the curtain wall is generally double glass to prevent heat loss.
The finished curtain wall protects the interior of the building from the external natural environment such as wind and provides a stable interior environment intended by the architect.The curtain wall is not a structural material that forms the building itself like a frame, and it bears the external wind pressure and its own weight. The curtain wall itself is designed to prevent permanent damage by flexibly absorbing various movements of buildings and changes caused by the external environment.
Curtain wall having such a function is generally installed in the outer wall of the support brackets at regular intervals as shown in Figure 1, and the fixing member to install the fixing member to secure the exterior material in front of the support bracket , Install double glass on the fixing member to block the inside and outside of the building.
However, the curtain wall of such a structure should be fixed to the vertical or horizontal fixing member connected to each other by a separate fixing bracket, etc. Also, after the horizontal or vertical fixing member is installed, it is not only difficult to adjust the spacing between them, As the elapse of time, the connection portion between the horizontal fixing member and the vertical fixing member is opened to generate a gap, and rainwater may penetrate through the gap.
In addition, curtain walls are generally used in high-rise buildings and the like where strong wind pressures are applied. Since the curtain walls are horizontal and vertical fastening members assembled in one plane as described above and made of a lightweight metal member such as aluminum, The strength is weak and thus horizontal and vertical fixing members generally used in curtain walls to increase the pressure resistance by using a large front and rear width, but there is still a problem structurally weak.
In addition, when the strong wind pressure acts on the double glass mounted on the curtain wall, a large stress acts on the fixing bracket connecting the horizontal and vertical fixing members, and the fixing bracket is easily damaged or broken.
Patent registration No. 0385798 (prefabricated curtain wall steel truss and its construction method) has been proposed to improve the problems of the conventional curtain wall as described above, this method is a vertical vertical member as shown in FIG. 100 and a horizontal member 200 connected to abut on both side surfaces of the vertical member, and a horizontal member 200 that extends to both sides of the vertical member 100 to surround the front outer portion of the building of the vertical member 100. Front and rear binding plates (300, 400) for fixing the ends of the, and the fixing means (500, 500 ') for fixing the horizontal members (100, 200) through the front / rear binding plates (300, 400) It is composed of, in this way is composed of a support pin 600 for supporting the lower end of the front and rear binding plates 300, 400, extending of the binding plate (300, 400) of the front and rear surfaces surrounding the vertical member 100 Both ends of the horizontal member 200 is fixed to both ends by assembling the conventional curtain wall While the right has the advantage of high strength.
However, the above technique is only an improvement in the coupling method and the coupling force of the horizontal fixing member 100 and the vertical fixing member 200, and it is not easy to adjust the installation interval after the horizontal fixing member or the vertical fixing member is installed. In addition, it does not solve the problem of the conventional technology that the horizontal and vertical fixing members constituting the curtain wall are structurally weak because they are assembled together in one plane.
The present invention is to improve the problems of the conventional curtain wall as described above, the present invention is to provide a curtain wall that is structurally robust to the external wind pressure while facilitating the assembly of the horizontal fixing bar and the vertical fixing bar. .
In addition, the present invention has another object to provide a curtain wall to easily adjust the installation interval between the horizontal fixing bar and vertical fixing bar installation.
The present invention according to the above object is a vertical fixing bar 10, the coupling portion 11 is formed on its side; A horizontal fixing bar 20 installed at the front or rear of the vertical fixing bar 10 and having a coupling part 21 formed at a side thereof; It consists of the fixing member 30 installed inside any one of the coupling portion (11, 21) of the vertical fixing bar 10 and the horizontal fixing bar 20; The vertical fixing bar 10 and the horizontal fixing bar 20 are achieved by being coupled to be slidable by fitting the fixing member 30 to another coupling portion where the fixing member 30 is not installed.
The present invention can easily adjust the installation interval of the horizontal fixing bar and the vertical fixing bar of the curtain wall is easy to assemble construction, and also arranged in the front by the fixed bar arranged in the rear so that the horizontal fixing bar and the vertical fixing bar to be aligned back and forth By making the fixed bar firmly supported, it is structurally strong against external force such as wind pressure.
In addition, the present invention is beautiful because the fixing bracket for fixing the horizontal fixing bar and the vertical fixing bar is not exposed to the outside, and in addition to the outer surface of the horizontal fixing bar and the vertical fixing bar, each of the separate external materials or insulation easily Since it can be used by being detached, the thermal insulation performance can be easily improved.
Hereinafter will be described in more detail with reference to the accompanying drawings showing an embodiment of the present invention.
The present invention is to facilitate the assembly of the horizontal and vertical fixing bar, and to easily adjust the installation interval between them, and to provide a structurally robust curtain wall to the external wind pressure for this purpose is the present invention as shown in FIG. It consists of a vertical fixing bar 10 and a horizontal fixing bar 20, the vertical fixing bar 10 and the horizontal fixing bar 20 are arranged back and forth to be assembled at right angles to each other to be assembled, these vertical fixing bars On the outdoor side of the 10 and the horizontal fixing bar 20, the respective exterior covers 15 and 25 are mounted.
The vertical fixing bar 10 is made of a structural structural steel of a hollow shape having a long short side as shown in Figures 4 to 6, "C" at both ends of the side toward the interior of the vertical fixing bar 10 The coupling portion 11 is bent in a shape is formed, the outer cover 15 and the coupling member 30 to be described later is fixed to the coupling portion (11).
In addition, an exterior member 10A, which is separately provided, is attached to the outside of the vertical fixing bar 10 while surrounding the outside thereof, and the exterior member 10A includes various colors to increase the aesthetics of the building according to its purpose of use. In addition, it is possible to improve the heat insulating performance of the building by further comprising a heat insulating material.
The horizontal fixing bar 20 installed on the front or rear to intersect with the vertical fixing bar 10 is also made of a structural structural steel of hollow shape having a long and short side like the vertical fixing bar 10, and the horizontal fixing bar 20 At both ends of the side toward the outdoor side of the) is formed a coupling portion 21 bent in the same "c" shape as the coupling portion 11 of the vertical fixing bar 10, which will be described later in the coupling portion 21 The exterior cover 25 and the coupling member 30 is fixedly installed, and the exterior member 25A, which is provided separately, is attached to the outer circumferential surface of the exterior cover 25 like the exterior member 10A while surrounding the outside thereof.
As shown in FIG. 7 (a), the fixing member 30 is provided with a mounting portion 32 protruding from the center of the base 31 having a length up and down, and the base 31 of the vertical fixing bar 10. After interpolation and fixation to the side engaging portion 11 by screws or the like, the engaging portion 21 of the horizontal fixing bar 20 is fitted to the protruding mounting portion 32 in a dovetail joint manner, and vice versa. The base 31 is interpolated and fixed to the side engaging portion 21 of the horizontal fixing bar 20 by a screw or the like, and the engaging portion 11 of the vertical fixing bar 10 is fitted to the mounting portion 32 in a dovetailed manner. Connected.
That is, when the base 31 is fixed to the vertical fixing bar 10, the coupling part 21 of the horizontal fixing bar 20 is inserted into the mounting part 32 so that the vertical and horizontal fixing bars 10 and 20 are inserted. When the base 31 is assembled to each other at right angles, and the base 31 is fixed to the horizontal fixing bar 10, the coupling part 11 of the vertical fixing bar 10 is inserted into the mounting part 32 to fix the vertical fixing bar 10. And the horizontal fixing bar 20 are fixed to each other at right angles.
The present invention is a vertical fixing bar 10 by forming a structure in which the coupling portions 11 and 21 of the vertical fixing bar 10 and the horizontal fixing bar 20 are fitted to the coupling member 30 in a dovetailed manner as described above. After the combination of the horizontal fixing bar 20 and the vertical fixing bar 10 and the horizontal fixing bar 20 can be freely adjusted the installation interval and installation position, as shown in Figure 8 vertical fixing bar (10) When the base 31 of the fixing member 30 is mounted on the coupling member 21 of the horizontal fixing bar 20 inserted into the mounting part 32 functions as a kind of horizontal guide rail, the vertical fixing bar 10 ) Can be slid left and right, on the contrary, when the fixing member 30 is mounted on the horizontal fixing bar 20, the horizontal fixing bar 20 can be slid vertically to thereby move the vertical fixing bar 10. And the installation interval and installation position of the horizontal fixing bar 20 can be freely adjusted.
As such, the present invention can easily adjust the installation interval of the vertical fixing bar 10 and the horizontal fixing bar 20, even if the size of the cut glass plate 40 is somewhat larger or smaller, according to the vertical fixing bar 10 or It is convenient to assemble and construct because the glass plate 40 can be tightly fixed by adjusting the installation interval of the horizontal fixing bar 20.
In addition, according to the present invention, the horizontal fixing bar 20 is coupled to the rear of the vertical fixing bar 10 by the structure as described above, or vice versa, the vertical fixing bar 10 is connected to the rear of the horizontal fixing bar 20. It is to be coupled in the opposite state so that the strong wind pressure acts on the double glass installed in the vertical fixing bar 10 and the horizontal fixing bar 20 fixed to the front of the vertical fixing bar (10) or horizontal fixing bar (20) Even when the bar is pushed in the room direction, the fixed bar installed at the rear thereof is structurally robust by firmly supporting it.
In this case, if the widths of the vertical fixing bar 10 and the horizontal fixing bar 20 are manufactured to the same width as those of the conventional fixing bar, the installation width of the curtain wall becomes too wide and thereby the space utilization efficiency is low, thereby preventing the vertical The width of the fixing bar 10 and the horizontal fixing bar 20 is preferably about 1/2 of the width of the conventional fixing bar. Even though the width of the vertical fixing bar 10 and the horizontal fixing bar 20 is made smaller, It is a much more robust structure than the conventional structure because one fixing bar supports the other fixing bar from its rear side.
Exterior covers 15 and 25 are coupled to the outside of the vertical fixing bar 10 and the horizontal fixing bar 20, respectively, and the exterior covers 15 and 25 are frame-shaped "c" shaped with one side open. Both ends of the open side are coupled to the outside of the coupling portion (11, 21) while surrounding the outside of the coupling portion (11, 21) of the vertical fixing bar (10) or horizontal fixing bar (20) 26 and coupling protrusions 17 and 27 are formed, respectively, and the coupling jaws 16 and 26 are caught inside the fixing bars 10 and 20, and the coupling protrusions 17 and 27 are coupling portions 11 and 21. The vertical fixing bar 10 and the horizontal fixing bar 20 are coupled to each other with the outer cover 15 and 25 while being caught at both ends of the outer shell, and the engaging jaw 16 and 26 and the engaging protrusion 17 and 27 are formed. Double glass plates are provided on the outer upper surfaces of the covers 15 and 25.
In addition, the exterior covers 15 and 25 are mounted to the coupling parts 11 and 21 exposed to the outside of the room, except for the portions in which the vertical fixing bar 10 and the horizontal fixing bar 20 cross each other and are in contact with each other. The outer cover 25 is coupled to the outdoor side of the horizontal fixing bar 20 between the horizontal fixing bar 10 and the vertical fixing bar 10, and the outer cover 15 between the horizontal fixing bar 20 and the horizontal fixing bar 20. Is coupled to the indoor side of the vertical fixing bar (10).
In addition, a glass plate is used as a double glass plate in the curtain wall, but in some cases, a triple glass plate may be used. In this case, since the load by the glass plate is large, the vertical fixing bar 10 and the horizontal fixing bar 20 are fixed to the fixing member 30. When only the connection with) may be weak, in the present invention, it is preferable to further provide a reinforcing table 50 to further reinforce the support force of the glass plate.
As shown in FIG. 7B, the reinforcing bar 50 is fixed to the inner surface of the engaging portion 21 of the horizontal fixing bar 20 by a screw 52 and from the support 52. It extends outward and is composed of a locking jaw 51 is fixed to the outer surface of the engaging portion 11 of the vertical fixing bar 10 by these vertical fixing bar 10 and the horizontal fixing bar 20 more firmly It is fixedly connected to support the load applied by the glass plate more robustly. At this time, the reinforcing bar 50 is preferably installed after the installation position of the vertical fixing bar 10 and the horizontal fixing bar 20 is determined.
The vertical fixing bar 10, the horizontal fixing bar 20, and the exterior covers 15 and 25 having the above-described structure form a semi-circular round shape in addition to the aesthetic appearance and considering the safety during installation. In particular, the width W of any one of the vertical fixing bar 10 and the horizontal fixing bar 20 is relatively wider than the width W of the other fixing bar, thereby visually It may be practiced to emphasize.
1 is a perspective view showing a combination example of a conventional curtain wall,
2 is a front view showing another example of a conventional curtain wall;
3 is a perspective view showing an example of a curtain wall according to the present invention;
4 is an exploded perspective view showing a vertical fixing bar according to the present invention;
5 is an exploded perspective view showing a horizontal fixing bar according to the present invention;
6 is a cross-sectional view showing a horizontal and vertical fixing bar according to the present invention,
7 is a perspective view showing a coupling member and a reinforcing rod according to the present invention;
8 is a cross-sectional view showing a combination of horizontal and vertical fixing bar according to the present invention,
9 is a cross-sectional view showing an example in which the glass plate is installed on the horizontal and vertical fixing bar according to the present invention.
DESCRIPTION OF THE REFERENCE NUMERALS
10: vertical fixing bar 10A: exterior material
11: coupling part 12: coupling protrusion
15: Exterior cover 16: engaging jaw
17: engaging projection 20: horizontal fixed bar
21: coupling portion 25: outer cover
25A: exterior material 26: coupling jaw
27: engaging projection 30: coupling member
31: base 32: mounting portion
40: glass plate 50: reinforcement
51: engaging jaw 52: support
H: Groove W: Width
Claims (6)
- In the curtain wall is located on the outer wall surface of the building and the double glass is attached to the inside,A vertical fixing bar 10 in which the coupling part 11 is formed;A horizontal fixing bar 20 installed at the front or rear to intersect the vertical fixing bar 10 and having a coupling part 21 formed therein;A base 31 fixed to any one selected from the coupling parts 11 and 21, and a mounting part protruding from the center of the base 31 and fitted into the other of the coupling parts 11 and 21 to slide; It consists of a fixing member 30, including 32;Exterior covers 15 and 25 are mounted to the coupling parts 11 and 21, and exterior materials 10A and 25A are fitted to the outer circumferential surfaces of the vertical fixing bar 10 and the exterior cover 25. Curtain wall reinforced with rigidity.
- delete
- delete
- The method according to claim 1,Reinforcing bar 50 is additionally installed in the vertical fixing bar 10 and the horizontal fixing bar 20, the reinforcing bar 50 is the support portion is installed on the inner side of the coupling portion 21 of the horizontal fixing bar 20 Stiffness is characterized in that it consists of a 52 and the engaging jaw 51 which is bent outwardly extending from the support portion 52 is fixed to the outer surface of the engaging portion 11 of the vertical fixing bar 10 Curtain wall.
- The method according to claim 1 or 4,The interior and exterior surfaces of the vertical fixing bar (10), the horizontal fixing bar (20) and the exterior cover (15, 25) is a semicircular round shape, reinforced curtain wall, characterized in that.
- The method according to claim 1 or 4,The width W of any one of the vertical fixing bar 10 and the horizontal fixing bar 20 is relatively wider than the width W of the other fixing bar. Curtain wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020090025203A KR101081801B1 (en) | 2009-03-25 | 2009-03-25 | Curtain wall structure with high strength |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020090025203A KR101081801B1 (en) | 2009-03-25 | 2009-03-25 | Curtain wall structure with high strength |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20100107103A KR20100107103A (en) | 2010-10-05 |
| KR101081801B1 true KR101081801B1 (en) | 2011-11-09 |
Family
ID=43128953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020090025203A KR101081801B1 (en) | 2009-03-25 | 2009-03-25 | Curtain wall structure with high strength |
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| Country | Link |
|---|---|
| KR (1) | KR101081801B1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101173434B1 (en) | 2012-01-20 | 2012-08-21 | 주식회사 중일 | Double structured curtain wall and its assembling method |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101276181B1 (en) * | 2010-12-23 | 2013-06-19 | 이선중 | Prefabricated Frame for Curtain Wall |
| KR101287270B1 (en) * | 2012-04-16 | 2013-07-17 | 김화정 | Curtain wall's insulation cover and thereof producing method |
| CN102979223A (en) * | 2012-11-07 | 2013-03-20 | 安徽鑫发铝业有限公司 | Curtain wall transverse frame |
| KR101344734B1 (en) * | 2013-03-27 | 2013-12-24 | 주식회사 중일 | Curtain wall with insulation material inside |
| KR101866238B1 (en) | 2016-12-08 | 2018-06-11 | 주식회사 디엘시스템 | Curtain wall window frame |
| KR102173557B1 (en) * | 2018-06-15 | 2020-11-03 | 주식회사 피에스테크 | Curtain wall structure |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100812566B1 (en) * | 2007-04-09 | 2008-03-13 | 한국호진공업 주식회사 | This disguise form of bar is used for making glass pannel curtain wall in building |
-
2009
- 2009-03-25 KR KR1020090025203A patent/KR101081801B1/en active IP Right Grant
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100812566B1 (en) * | 2007-04-09 | 2008-03-13 | 한국호진공업 주식회사 | This disguise form of bar is used for making glass pannel curtain wall in building |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101173434B1 (en) | 2012-01-20 | 2012-08-21 | 주식회사 중일 | Double structured curtain wall and its assembling method |
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| Publication number | Publication date |
|---|---|
| KR20100107103A (en) | 2010-10-05 |
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