KR102175217B1 - Zinc Panel for finishing work of wall or roof and Method for finishing work using the zinc panel - Google Patents

Abstract

The present invention relates to the formation of three types of zinc panels used for finishing a wall or roof of a building, the formation of a central panel, a lateral panel and an outer panel, and also, to a construction method for effectively finishing zinc panels on a wall or roof of a building by using the panels. According to the present invention, the finishing method is performed with the above-stated three types of zinc panels, wherein the central panel (10) is first constructed in the left-right center of a construction part, and then, panels are constructed on both left and right sides at the same time, thereby considerably improving construction efficiency, and also, the construction part is laterally balanced, thereby constructing an elegant exterior.

Description

Zinc Panel for finishing work of wall or roof and Method for finishing work using the zinc panel}

The present invention relates to a structure of a zinc panel used for finishing construction on a wall or roof of a building and a method of performing the finishing construction using the zinc panel.

Domestic Patent Registration No. 10-1570104 (2015.11.18.) is an invention under the name of “finishing material for building roofs and exterior walls”, and relates to a finishing material for finishing roofs or exterior walls of buildings, and is a metal plate having a certain length. Is made of; A first joint coupling portion including a first bent portion bent in an upward direction and a second bent portion extended in the first bent portion and bent in an inward direction at one end of the metal plate; At the other end of the metal plate, a first bent portion bent in an upward direction, a second bent portion extended in the first bent portion and bent in an outward direction, and a second bent portion extended in the second bent portion and bent in a downward direction. It is configured to have a second joint coupling portion including a third bent portion formed in a length corresponding to the first bent portion, and a fourth bent portion extending in the third bent portion and bent in an inward direction, so that the finishing materials are fitted together. It is possible to perform continuous joint installation work through the joint installation, simple and easy construction, and the application of an elastic structure to the joint joint to alleviate the impact load caused by external factors. will be.

This prior art is intended to facilitate installation work by fitting by applying an elastic structure to the joint coupling portion to facilitate the installation work of the finishing material.

Domestic Patent Registration No. 10-1126725 (2012.3.29) is an invention under the title of “Germeol folding panel finished with an end”, and is constructed to form the roof or wall of multi-use facilities such as factories, gymnasiums, and auditoriums. It relates to a finished geomeol folding panel, in which locking pieces and bent portions are formed at both ends of the panel and a plurality of them are connected through a geomeul folding, wherein the ends of the bent portions are for airtightness, waterproofing and corrosion prevention along the longitudinal direction. It is to provide a folding panel used for end finishing characterized in that the seal (seal) is provided.

This prior art is to provide a seal capable of preventing moisture, leakage, etc. at the bonding site and corrosion of the cut surface in bonding the end finishing panels in a seaming method.

The prior art as described above is configured to proceed with the finishing construction by sequentially combining the panels from one side of the wall or roof to be constructed. In other words, it was configured to allow finishing construction in only one direction for the entire construction site.

In particular, even if the length of the left and right of the construction target building is wide, there is a problem that construction efficiency is greatly deteriorated because construction work must be carried out sequentially from one side to the other side.

In addition, in most cases of finishing construction using panels on the wall or roof according to the prior art, a panel of a certain width or a narrower part than the width of a standard panel remains at the end of the area to be constructed, so that the panel is constructed according to the width. As a result, the left and right ends of the construction site are formed in different shapes.

That is, most of the panels including the first panel installed at one end (start position) of the construction site are constructed with the same width or standard panel, but a narrow panel with a different width is installed at the other end (final position). There was also a problem that the appearance of the entire construction site was not beautiful.

Document 1: Domestic Patent Registration No. 10-1570104 (2015.11.18.) Document 2: Domestic Patent Registration No. 10-1126725 (2012.3.29.)

Zinc panels have excellent workability, can be used for a long period of time, can withstand environments such as moisture and shock, and have a beautiful appearance after construction, so they are widely used as a material for exterior finishing of walls or roofs of buildings.

As described above, in the case of finishing construction using panels on the wall or roof according to the prior art, construction work should be performed in only one direction starting from one side of the construction target area. Therefore, when the construction target area is wide, there is a problem that it takes a lot of time for the finishing construction of the building.

On the other hand, in most cases, the wall or roof of a building to be constructed is designed without being aware of the standard of zinc panels. Therefore, in case of finishing construction using a panel with a certain width or a standard panel, a narrow part with a different width remains at the end of the construction site, and the construction is finished by manufacturing the panel according to the narrow width.

Therefore, in the prior art, the left and right ends of the construction site are made of different shapes, there is a problem that the appearance of the entire construction site is not beautiful.

The present invention was derived to solve the problems of the prior art as described above.

In the present invention, the central panel 10 made of zinc panels, the side panels 20 and 30, and the outer panels 40 and 50 are used to combine in a standing seaming (also referred to as'geommel folding') method. It is intended to greatly improve the efficiency of panel finishing construction by performing the finishing work on the roof or wall, but simultaneously performing the construction work in both directions.

In addition, the present invention proposes a new structure of a zinc panel formed to achieve the above effect when finishing the roof or wall surface using a zinc panel, and a zinc panel that can improve the aesthetics of the constructed part. It is to suggest a construction method using a panel.

The present invention comprises the configuration of three types of zinc panels, that is, the center panel 10, the side panels 20 and 30, and the outer panels 40 and 50, which are used for the finishing of the wall or roof of a building, and the panel It relates to a method of performing the finishing construction on the wall or roof of a building by using.

The three zinc panels used in the present invention are configured as follows.

(1) The center panel 10 is a zinc panel installed in the left and right centers of the construction target area. The center panel 10 must be constructed so that the left and right center lines of the construction target area and the left and right center lines of the center panel 10 match. The central panel 10 of the present invention has a wider width (lower surface) than the side panels 20 and 30, and the difference in width is the protruding upper surface 2 (the lower surface) provided in the side panels 20 and 30. It becomes the length corresponding to the width of 25, 35).

In the prior art, the panels are sequentially constructed from either the left or the right side of the construction target area, but in the case of the present invention, the center panel is first constructed at the left and right centers of the construction site, and then simultaneously in both left and right directions. It is constructed so that the side panel can be installed.

(2) The side panels 20 and 30 are zinc panels installed between the center panel 10 and the outer panels 40 and 50. In the present invention, the side panels 20 and 30 are sequentially constructed from the left and the right side of the center panel 10, and a panel or standard panel having a certain width is used.

(3) The outer panels 40 and 50 are zinc panels installed at the left and right ends of the target site. In the method of the present invention, the panels are sequentially constructed from the center toward both ends, and the outer panels 40 and 50 are installed in the remaining narrow part after both the center panel 10 and the side panels 20 and 30 are installed. It becomes.

The construction method of the present invention is performed in the following order.

First, the method of constructing a zinc panel according to the present invention starts from installing the center panel 10. The center panel 10 is constructed so that the left and right center lines of the entire construction target area (construction area) and the left and right center lines of the center panel are aligned.

Next, a construction work is performed to install the side panels 20 and 30 in order. The side panels (20, 30) are installed on the left and right sides of the center panel, and the number of panels (a panel of a certain width or a standard panel) calculated according to the width of the left and right sides of the center panel are sequentially combined and constructed by a protruding joint method. do.

Finally, the outer panels 40 and 50 are installed. The outer panel is a zinc panel that is narrower than the side panel and is installed in a narrow portion remaining at the left and right ends of the construction site after installing both the center panel 10 and the side panels 20 and 30.

When performing the finishing construction on a building using the center panel 10, side panels 20 and 30, and the outer panels 40 and 50 of the present invention, the following effects can be expected.

First, the efficiency of the zinc panel finishing construction for the wall or roof of a building can be greatly improved. In the prior art, a lot of time was required for construction, as the construction proceeds sequentially from one side to the left and right of the construction site, and thus, the overall construction efficiency was not high.

However, when the construction is carried out according to the method of the present invention, the side panel and the outer panel can be simultaneously installed on both sides of the center panel 10, so that the efficiency of the construction work can be greatly improved.

On the other hand, in most of the prior art, a standard panel was used at one end of the site to be constructed, and a panel narrower than the standard panel at the other end was used to perform construction. As a result, the exterior of the building is not symmetrical but skewed to one side. There was a problem with construction.

In the case of the present invention, the construction is performed using outer panels having the same width at the left and right ends of the construction site, and as a result, the overall appearance of the construction site is balanced on the left and right, and the appearance of the building is improved compared to the prior art It can be finished more beautifully.

1 is a diagram showing the configuration of a center panel 10 used in the present invention.
2 is a diagram illustrating the configuration of side panels 20 and 30 used in the present invention.
3 is a diagram showing the configuration of the outer panels 40 and 50 used in the present invention.
4 is a view of the shape of the fixing clip 60 used in the present invention.
5 is a view of the combination of the zinc panel and the fixing clip 60 used in the present invention.
6 is a view showing a state in which zinc panels are coupled according to the method of the present invention.
7 is a view showing a state in which construction has been made according to the present invention.

The present invention includes the configuration of three types of zinc panels, that is, the center panel 10, the side panels 20 and 30, and the outer panels 40 and 50, which are used for the finishing of the wall or roof of a building, and the panels It relates to a method of finishing construction on the wall or roof of a building by using.

The finishing construction according to the present invention is performed using three types of zinc panels, that is, the center panel 10, the side panels 20 and 30, and the outer panels 40 and 50.

First, the center panel 10 is configured as shown in FIG. 1.

Fig. 1(a) is a cross-sectional view of the center panel 10, and Fig. 1(b) is a perspective view of the center panel 10. According to these drawings, the center panel 10 used in the present invention is It can be seen that it includes a surface 11, a protrusion 1 (12), a protrusion upper surface 1 (13), a protrusion 2 (14), and a protrusion upper surface 2 (15).

The lower surface 11 is a wide portion formed under the center panel 10. The lower surface 11 is usually formed in an equilibrium shape, but may be formed in a shape with bent vertically or horizontally, if necessary. For the lower surface 11, for example, a panel having a left and right width d1 of 448 mm may be used.

The protrusion 1 (12) is a portion extending upward from the left end of the lower surface 11 and protruding, and is formed to a height of 20 mm or more and 23 mm or less.

The protruding top surface 1 (13) is a portion formed by bending 90 degrees from the upper portion of the protruding portion 1 (12) to the right, may be formed in an area of 7 to 9 mm, and is preferably formed in an area of 8 mm.

The protrusion 2 (14) is a portion that extends upward and protrudes from the right end of the lower surface 11, and is formed at the same height as the protrusion 1 (12).

The protruding upper surface 2 (15) is a portion formed in a shape bent 90 degrees to the left from the upper portion of the protruding part 2 (14), and is formed to have the same width as the protruding upper surface 1 (13).

The center panel 10 configured as above is formed to be symmetrical left and right, as shown in the drawing. In order to construct the side panels 20 and 30 respectively in the left and right directions according to the construction method of the present invention, the center panel 10 must be formed symmetrically.

Meanwhile, the lower surface 11 of the center panel 10 is formed to have a wider width compared to the lower surface 21 of the side panels 20 and 30. Previously, it was described that a panel with a left and right width of the lower surface 11 (d1; see Fig. 6(c)) of 448 mm is used as the center panel 10, which is installed on the left and right sides of the center panel 10. As the panels 20 and 30, it is assumed that a standard panel having a left and right width d1 of the lower surface 21 (refer to Fig. 6(c)) of 438 mm is used.

That is, if you want to use a standard panel with a width of 438 mm for the side panels 20 and 30, the width of the center panel 10 must be 448 mm, and if you use such a panel, you can see it from the outside of the building. At this time, the left and right widths of the center panel 10 and the side panels 20 and 30 are the same.

The left and right center lines (C2-C2) of the center panel itself are displayed on the upper and lower ends of the center panel 10. The left and right center lines C2-C2 may be displayed in the form of dots on the upper and lower ends of the center panel 10, respectively. When these two points are connected up and down, it becomes the left and right center line 2 (C2-C2).

Second, the side panels 20 and 30 are configured as shown in FIG. 2.

The side panels 20 and 30 are coupled to the left and right sides of the center panel 10, and have the same shape as (a) and (b) of FIG. 2. The side panels on both sides used in the present invention are made of substantially the same shape, but at the time of construction, they are vertically symmetrical to each other and are combined with adjacent panels. In the present invention, the construction on the left side of the center panel 10 is referred to as the left panel 20, and the construction on the right side is referred to as the right panel 30.

The left side panel 20, as shown in (a) and (c) of Fig. 2, the lower surface 21, the protrusion 1 (22), the upper protrusion surface 1 (23), the protrusion 2 (24), It is configured to include a protruding upper surface 2 (25) and a downward bent portion (26).

The lower surface 21 is a wide portion formed under the left panel 20. The lower surface 21 is usually formed in a balanced shape, but may be formed in a shape in which vertical or horizontal curves are formed as needed. For the lower surface 21, for example, a standard panel having a left and right width d2 of 438 mm may be used.

The protrusion 1 (22) is a portion extending upward from the left end of the lower surface 21 and protruding, and is formed to a height of 20 mm or more and 23 mm or less.

The protruding top surface 1 (23) is a portion formed by bending 90 degrees to the right from the end of the protruding portion 1 (22), is formed to have an area of 7 to 9 mm, and is preferably formed to have an area of 8 mm.

The protrusion 2 (24) is a portion extending upward from the right end of the lower surface 11 and protruding, and is formed to a height of 20 mm or more and 25 mm or less.

The protrusion 2 (25) is a portion formed by bending 90 degrees to the right from the top of the protrusion 2 (24). The protruding upper surface 2 (25) should be formed to be wider than the protruding upper surface 1 (23), and may be formed in an area of 10 to 12 mm, and is preferably formed to be 10 mm. The reason for forming the area of the protruding upper surface 2 (25) (a; see Fig. 6 (c)) in this way is that the protruding upper surface 2 (25) and the downward bent part 26 of the left panel 20 are centered. It is to be coupled while surrounding the protruding upper surface 1 (13) of the panel (10).

Protruding tongs (not shown) are used as a tool for protruding the zinc panel. When the downward bent part 26 is pressed using the protruding forceps, the downward bent part 26 is combined in a form surrounding the protruding upper surface 1 (13) of the center panel 10, and this type of combination is a protruding joint. It is called (standing seaming).

A single lock (one fold) or a double lock (double lock) method is mainly used for the protruding joint used in the construction of the zinc panel, and the present invention is configured to use a single lock method.

The downward bent part 26 is a part that is bent downward from the end of the protruding upper surface 2 (25), and is used to couple (protrude) the center panel 10 and the left panel 20 to each other as described above. Part. When the downward bent part 26 is pressed strongly using the protruding forceps, the downward bent part 26 is folded downward of the protruding upper surface 1 (13), and the center panel 10 and the left panel 20 are mutually strong. Will be combined together. The downward bent portion 26 is formed to have a length of 8 mm or more and 10 mm or less.

The right side panel 30 is, as shown in Fig. 2(b) and (d), the lower surface 31, the protruding part 1 (32), the protruding upper surface 1 (33), the protruding part 2 (34), and the protruding part. It is configured to include an upper surface 2 (35), downward bent portion (36).

The shape and size of the right panel 30 is substantially the same as the left panel 20, and is coupled to the center panel 10 by a protruding joint on the right side of the center panel 10.

The lower surface 31 is a wide portion formed under the right panel 30 and has the same width d2 as the lower surface 21 of the left panel 20.

The protrusion 1 (32) is a portion protruding upward from the right end of the lower surface 31, and is formed to have a height of 20 mm or more and 23 mm or less, the same as the protrusion 1 (22).

The protruding portion 1 (33) is a portion formed by bending 90 degrees to the left from the top of the protruding portion 1 (32), and may be formed to have an area of 7 to 9 mm, and is preferably formed to have an area of 8 mm.

The protrusion 2 (34) is a portion extending upward from the left end of the lower surface 11 and protruding, and is formed to have a height of 20 mm or more and 25 mm or less, the same as the protrusion 2 (24).

The protruding upper surface 2 (35) is a portion formed by bending 90 degrees to the left from the upper portion of the protruding part 2 (3), and is formed wider than the protruding upper surface 1 (33). That is, it should be formed to have an area (a) of 10 to 12 mm, and is preferably formed to be 10 mm. The reason for forming the area (a) of the protruding upper surface 2 (35) as such is also to connect the right panel 30 and the center panel 10 by a protruding joint.

The downward bent part 36 is a part that is bent downward from the end of the protruding upper surface 2 (35), and is a part for coupling (protruding) the center panel 10 and the right panel 30 to each other. Even in this case, if the downward bent part 36 is strongly pressed with the protruding forceps, the downward bent part 36 is folded downward of the protruding upper part 2 (15), and the center panel 10 and the right panel 30 are firmly maintained. Will be combined. The downward bent portion 36 is formed to have a length of 8 mm or more and 10 mm or less.

Here, the reason why the center panel 10 has to be formed wider than the left and right widths of the left panel 20 or the right panel 30 will be described with reference to FIG. 6(c). This description is for the case of using a standard panel with a width d2 of 438 mm of the lower surfaces 21 and 31 as the side panel.

In Fig. 6(c), the upper part of the lower surfaces 11, 21, and 31 and the protruding part above it correspond to the outside of the constructed building. For reference, as shown in Fig. 6(d), a water-resistant plywood 70 capable of fixing the zinc panel is provided under the lower surfaces 11, 21, and 31.

In Fig. 6(c), a closer look at the state in which the center panel 10 and the left and right panels 20 and 30 are combined, the width d1 of the lower surface 11 of the center panel 10 is 448 mm, The width d2 of the lower surfaces 21 and 31 of the left and right panels 20 and 30 is 438 mm.

In the case of construction according to the present invention, as shown in Fig. 6(c), the protruding upper surface 2 (25, 35; see Fig. 2) of the left and right panel panels 20 and 30 and downward bent portions 26 and 36; Fig. 2), the protruding upper surfaces 1 and 2 (13, 15; see Fig. 1) of the center panel 10 are respectively inserted and joined. Therefore, when the constructed part is viewed from the outside of the building, the center panel 10 and the left and right panels 20 and 30 appear to have been constructed with the same width (g1, g2). Reference numeral a shown in Fig. 6(c) denotes the width of the protruding upper surface 2 (25, 25), and this description is for a case where the width a is 10 mm.

That is, if the configuration of the present invention is applied, the protruding upper surfaces 2 (25, 35) formed on the left and right panels 20 and 30 are formed on the protruding upper surfaces 1 and 2 (13, 15) of the center panel 10. It is joined while covering, and when viewed from the outside, the panel with a width of 438 mm appears to have been constructed continuously.

As the side panel used in the present invention, a panel or a standard panel having a certain width as described above is used, but in the description and claims of the present invention, both of the above are included and referred to as a standard panel.

Third, the outer panels 40 and 50 are configured as shown in FIG. 3.

The outer panels 40 and 50 used in the present invention are constructed on the remaining portions after the center panel 10 and the left and right panel 30 are all installed, and have a narrower width than the side panels 20 and 30. It is a zinc panel made.

Among the outer panels, the one installed at the left end of the target area is called the left outer panel 40, and the one installed at the right end is called the right outer panel 50. The left and right outer panels 40 and 50 have substantially the same shape as shown in Figs. 3(a), (b) and 6(c) and (d).

The left outer panel 40 and the right outer panel 50 have a shape similar to the side panels 20 and 30. In particular, the protrusion 2 (44), the protrusion upper surface 2 (45), and the downward bent part 46 of the left outer panel 40 coupled to the left panel 20 are protrusions 2 (24) of the left panel 20. ), the protruding upper surface 2 (25), the downward bent part (26), and the protrusion 2 (54) of the right outer panel (50), which is combined with the right panel (30), the protruding upper surface 2 (55) , The downward bent part 56 is configured in the same manner as the protruding part 2 34, the protruding upper part 2 35, and the downward bent part 36 of the right panel 30.

The biggest difference between the outer panel and the side panel is the width of the lower surface. Since the outer panel is for finishing the narrow part remaining after installing both the center panel and the side panel, the width (d3) is narrower than the center panel or the side panel.

The left end of the left outer panel 40 and the right end of the right outer panel 50 are parts where the construction of both ends of the panel is finished, so the shape of this part can be selected by the constructor as needed. .

That is, as shown in Figs. 3(a), (b), (e) and (f), the protruding upper surface 1 (43 or 53) of the left outer panel 40 and the right outer panel 50 is It can be formed to be bent to the left or right according to the needs of the constructor. On the other hand, the protrusions 1 (42, 52) of the left outer panel 40 and the right outer panel 40 are formed at the same height as the protrusions 2 (24, 34) of the left panel 20 and the right panel 30. It is desirable.

Figure 4 is a view showing the fixing clip 60 used in the construction according to the present invention, Figure 5 is a view related to the combination of the zinc panel and the fixing clip 60 used in the present invention, Figure 6 is It is a diagram showing a state in which zinc panels are combined according to the method. 7 is a view for showing the construction state according to the present invention.

The fixing clip 60 is for firmly fixing the zinc panel to the wall or roof, and is made of a strong material of good durability.

As shown in Fig. 4, the fixing clip 60 has a lower surface 61, a protruding part 62, a protruding upper surface 63, a bent part 64, and two screw holes 65. It consists of including. For the coupling of the fixing clip 60, a direct connection piece 66, which is a screw made of metal, is used. When the fixing clip 60 is fixed to the water-resistant plywood 70 using the direct connection piece 66, the zinc panel can be firmly coupled to the building.

5 is a process of bonding adjacent panels to each other using a fixing clip 60 (FIGS. 5(a) and (b)), and fixing the combined panels to the water-resistant plywood 70 installed on the wall or roof. It shows the shape. One of the advantages of finishing the wall or roof of a building using a panel made of the same material as a zinc panel is that the joint part of the panel is not exposed to the outside. You will be able to.

6(a) and (b) show the shape in which the center panel 10 and the side panels 20, 30 are combined, and FIG. 6(c) shows the center panel 10 and the side panel 20, 30) and the outer panels 40 and 50 are combined. 6(d) shows that a fixing clip is inserted between the center panel 10 and the side panels 20 and 30, and between the side panels 20 and 30 and the outer panels 40, 50, and It shows the shape that combines each other.

In particular, FIG. 6(c) is for expressing the length or width of each part visible from the outside after the three zinc panels proposed in the present invention are constructed in a protruding joint method. As shown in this drawing, when construction is performed using the zinc panel of the present invention, the distance between all panels except for both ends is seen equal to g2 from the outside, and only the outer panels 40 and 50 installed at both ends are narrowly spaced. It will appear as (d3).

Fig. 7(a) is a perspective view showing the finished exterior according to the present invention, and Fig. 7(b) is a plan view of the finished exterior.

Fig. 7(a) shows a square pipe 80 made of metal that is fixed to the outer wall of a building with anchor bolts, etc., and a water-resistant plywood 70 is installed on the upper part of the pipe 80, and on the water-resistant plywood 70 It shows the state in which the zinc panel is installed. 7(b) shows that zinc panels are constructed at the same intervals in all construction sites except for the outer panels 40 and 50 at both ends of the left and right.

7(a) and (b) are shown by greatly reducing the number of side panels due to the limitation of the drawing, but even if you look at this drawing, when the finishing construction is performed according to the method of the present invention, the construction site becomes symmetrical, It shows that its appearance can be formed well.

The method of constructing a zinc panel according to the present invention using the center panel 10, the side panels 20 and 30, and the outer panels 40 and 50 consists of the following steps.

The first step is to measure the left and right lengths of the entire construction target area (construction site) and indicate the location of the left and right center lines, and the number of side panels 20 and 30 required for construction and the width of the outer panels 40 and 50 This is the step of calculating (d3).

First, after accurately measuring the left and right lengths of the entire construction site, the position of the left and right center lines 1 (C1-C1), which is a vertical line connecting the left and right centers of the target area up and down, is determined, and the left and right center lines 1 ( C1-C1) is indicated directly. It is preferable to mark the left and right center lines 1 (C1-C1) on the surface of the water-resistant plywood installed on the wall or roof of the building. When the upper and lower lengths of the center panel 10 are the same as or equal to the upper and lower lengths of the construction part, the left and right center lines C1-C1 may be displayed only on the upper or lower part of the wall or roof or at the end of the water-resistant plywood.

In addition, in this step, the number of side panels 20 and 30 required for construction on both left and right sides of the center panel 10 is calculated. When the width d1 of the center panel 10 is subtracted from the total left and right lengths, the length to be constructed for the panel on the left and right sides of the center panel 10 is obtained. After dividing this length into two, dividing by the width of the lower surfaces 21 and 31 of the side panels (standard panels), the number of side panels required can be calculated. The number of side panels that can be constructed should be an integer.

In most cases, except for the case of accurately designing the construction part of the building according to the standard of the side panel, the number of side panels required for the left or right side of the center panel 10 is a number including a decimal point. In other words, when the standard panel is used to perform construction sequentially from the side of the center panel 10, a portion narrower than the width d2 of the side panel remains at both ends of the construction site.

Next, the width d3 of the outer panels 40 and 50 to be constructed at both ends of the left and right is calculated. The width of the outer panels 40 and 50 is obtained by excluding the width of the center panel 10 and the calculated width of the entire side panel (integer) from the total left and right lengths. The outer panels 40 and 50 are panels of the same width that are installed one at each end of the construction site.

Here, the contents of determining the number and width of panels required for construction according to the method of the present invention will be described with an example.

Zinc panels widely used in the finishing of the walls or roofs of buildings are standard panels with a width of 438 mm. Therefore, here too, the case of construction with the standard panel will be described. For example, when the length of the left and right of the construction site is 20 m, the number of panels required is as follows.

First, there must be one zinc panel to be used as the center panel 10. The center panel 1 uses a panel with a width d1 of 448 mm, the width of the lower surface 11 being 10 mm wider than that of the side panels 20 and 30. The 10 mm used here corresponds to the width of the protruding upper surface 2 (25, 35) of the side panels (20, 30).

Next, the number of side panels 20 and 30 required for construction is calculated. Of the total left and right lengths of 20 m, the length of the center panel 10 excluding the width of 448 mm is 19,552 mm, and 44.639 standard panels are required in that part.

One of the features of the present invention is to install the same number of side panels on the left and right sides of the center panel, so the total number of side panels required must be an integer and an even number. In this case, 44 standard panels are required, and 22 panels are installed on the left and right sides of the center panel 10, respectively.

Next, the width of the outer panel to be installed at the left and right ends of the construction target area is determined. When the width of the center panel (d1) and the width of the side panel calculated above (d2 x 44) are added together, it is 19,720 mm, so the remaining width is 280 mm, and two outer panels must be installed there. Therefore, in this case, two panels with a width d3 of 140 mm are required.

Using the determined number of panels (one center panel, 44 side panels, and two outer panels) as above, it is possible to proceed with the construction of the entire construction target area.

The second step is a step of constructing the center panel 10.

Construction according to the method of the present invention begins with installing the center panel 10 in the center of the left and right directions of the entire construction site. That is, the center panel 10 is constructed so that the left and right center lines (C1-C1) of the entire construction site and the left and right center lines (C2-C2) of the center panel are aligned. Construction so that the left and right center lines of the center panel 10 and the left and right center lines of the construction site coincide is a key feature of the present invention.

As described above, points indicating the location of the left and right center lines (C2-C2) or left and right center lines (C2-C2) are marked on the upper and lower ends of the center panel 10, so this line and the left and right center lines (C1-C1) of the construction site It can be constructed to match this exactly.

The third step is a step of constructing side panels 20 and 30 on both sides of the center panel 10.

Among the side panels 20 and 30, the left panel 20 is sequentially constructed from the left side of the center panel 10 in a standing seaming method, and the right panel 30 is sequentially constructed from the right side of the center panel 10. Construct in the same way. In the case of the previous case, 22 standard panels are installed on both left and right sides.

In the present invention, the side panels 20 and 30 are sequentially constructed from the left and right of the center panel 10 as many as the number of standard panels calculated in the previous step, so that the left panel 20 and the right panel 30 Each of the construction work can be performed separately.

The fourth step is a step of constructing the outer panels 40 and 50 at the left and right ends of the target site.

After completing the construction of the side panels (20, 30) according to the method in the previous step, the part that cannot be constructed with the side panel remains at both ends of the entire construction site, which is narrower than the width of the side panel (standard panel). Install the outer panels (40, 50).

As the outer panels 40 and 50, a panel manufactured according to the width calculated as described above is used, and the combination of the outer panels 40 and 50 and the side panels 20 and 30 is also used with the side panels 20 and 30. In the same way as when the center panel 10 is combined, it is sufficient to proceed in a protruding joint method.

The construction work of the outer panels 40 and 50 can be performed separately at each end.

Following the above steps, the finishing construction for the entire construction site is completed.

Using the central panel 10, the side panels 20, 30, and the outer panels 40, 50 configured as described in detail above, the wall surface of the building according to the method of the present invention consisting of the steps described above. Alternatively, the following effects can be expected when finishing the roof.

First, compared to the prior art, the efficiency of finishing construction using zinc panels for a wall or roof of a building can be greatly improved. The present invention can separately perform the construction for the left panel 20, the right panel 30, the left outer panel 40 and the right outer panel 50, so that the construction time can be significantly reduced compared to the prior art. And, as a result, construction efficiency can be greatly improved.

In addition, the appearance of the wall or roof of the constructed building may be improved compared to the prior art. In the case of the prior art, the construction site was constructed in a shape skewed to either left or right, and the appearance of the building was not beautiful after construction.

However, in the case of the present invention, it is possible to finish the construction so that the outer wall or roof of the building is exactly symmetrical, so that the appearance of the constructed building can be balanced, and as a result, the appearance of the entire building is improved compared to the prior art. You can expect the effect.

C1-C1: left and right center lines of the construction site C2-C2: left and right center lines of the center panel
10: center panel
11: lower surface, 12: protrusion 1, 13: upper protrusion surface 1,
14: protrusion 2, 15: protrusion upper surface 2
20: left side panel
21: lower surface, 22: protrusions 1, 23; Protruding top surface 1,
24: protrusion 2, 25: protrusion upper surface 2, 26: downward bent
30: Right side panel
31: lower surface, 32: protruding portion 1, 33: protruding upper surface 1,
34: protrusion 2, 35: protrusion upper surface 2, 36: downward bent
40: left outer side panel
41: lower surface, 42: protrusion 1, 43: protrusion upper surface 1,
44: protrusion 2, 45: protrusion upper surface 2
50: right outer side panel
51: lower surface, 52: protrusion 1, 53: upper protrusion surface 1,
54: protrusion 2, 55: protrusion upper surface 2
60: fixing clip, 66: direct connection piece
70: water resistant plywood, 80: square pipe

Claims (8)

In zinc panels used for finishing the wall or roof of buildings,
The zinc panel is composed of a center panel 10, a side panel, and an outer panel,
The center panel 10 is constructed so that its left and right center lines (C2-C2) and the left and right center lines (C1-C1) of the construction site coincide, and is one panel having the same shape on both left and right sides,
The side panel is a plurality of standard panels installed on the left and right sides of the center panel 10,
The outer panel is a panel installed at each of the left and right ends of the construction site,
The side panel includes a left panel 20 with a protruding joint on the left side of the center panel 10, and a right panel 30 with a protrusion joint on the right side of the center panel 10,
The outer panel includes a left outer panel 40 that is protruded to the left of the left panel 20 and a right outer panel 50 that is protruded to the right of the right panel 30,
The center panel 10 includes a protrusion 1 (12) protruding upward from the left end of the lower surface 11, a protrusion upper surface 1 (13) bent to the right of the protrusion 1 (12), and the lower part. Consisting of a protrusion 2 (14) protruding upward from the right end of the surface 11, and a protrusion upper surface 2 (15) bent to the left of the protrusion 2 (14),
The protrusion 1 (12) and the protrusion 2 (14) are formed to have the same height, and the protrusion upper surface 1 (13) and the protrusion upper surface 2 (15) have the same width,
The lower surface 11 of the center panel 10 is formed to be wider by the width of the protruding upper surface 2 (25 or 35) than the lower surfaces 21 and 31 of the side panel,
Lines or dots indicating the left and right center lines (C2-C2) of the center panel 10 are displayed at the upper and lower ends of the center panel 10,
The center panel 10 and the plurality of side surfaces are installed on the rest of the wall surface of the building finished using the zinc panel or the entire finishing area of the roof except for the part constructed with the outer panels 40 and 50 Both the left and right widths of the panels 20 and 30 are constructed with the same width,
The entire construction site finished using the zinc panel (10, 20, 30, 40, 50) is centered on the left and right center lines (C1-C1) of the construction site or the left and right center lines (C2-C2) of the construction site. Zinc panel, characterized in that it is constructed in a symmetrical shape.
delete The method according to claim 1,
The left panel 20 includes a protrusion 1 (22) protruding upward from the left end of the lower surface 21, and a protrusion upper surface 1 (23) bent from the end of the protrusion 1 (22) to the right. , A protrusion 2 (24) protruding upward from the right end of the lower surface 21, a protrusion upper surface 2 (25) bent from the end of the protrusion 2 (24) to the right, and the protrusion upper surface 2 It is configured to include a downward bent portion 26 that is bent downward at the end of (25),
The right side panel 30 includes a protrusion 1 (32) protruding upward from the right end of the lower surface 31, a protrusion upper surface 1 (33) bent to the left of the protrusion 1 (32), and the lower part. The protrusion 2 (34) protruding upward from the left end of the surface 31, the protruding upper surface 2 (25) bent from the end of the protruding part 2 (34) to the left, and the protruding upper surface 2 (35) Consists of including a downward bent portion 36 formed bent downward at the end of,
The protrusion 1 (22) and the protrusion 1 (32) are formed at the same height,
The protrusion 2 (24) and the protrusion 2 (34) are also formed to have the same height,
The height of the protrusion 2 (24) and the protrusion 2 (34) is formed higher than that of the protrusion 1 (22) and the protrusion 1 (32),
Zinc panel, characterized in that the same number of standard panels calculated according to the left and right lengths of the entire construction site are constructed on the left and right sides of the center panel 10, respectively.
The method of claim 3,
The left outer panel 40 includes a protrusion 1 (42) protruding upward from the left end of the lower surface 41 and a protrusion upper surface 1 (43) bent to the left or right from the end of the protrusion 1 (42). ), a protrusion 2 44 protruding upward from the right end of the lower surface 21, a protrusion upper surface 2 45 bent to the right from the end of the protrusion 2 44, and the protrusion upper part It is configured to include a downward bent portion 46 that is bent downward from the end of the surface 2 (45),
The right outer panel 50 includes a protrusion 1 (52) protruding upward from the right end of the lower surface 51, and a protrusion upper surface 1 (53) bent to the left or right of the protrusion 1 (52). , A protrusion 2 (54) protruding upward from the left end of the lower surface 51, a protrusion upper surface 2 (55) bent from the end of the protrusion 2 (54) to the left, and the protrusion upper surface 2 A zinc panel, characterized in that it comprises a downward bent portion 56 that is bent downward from the end of (55).
The method of claim 4,
The protrusions 1 (12, 22, 32) and the protrusions 2 (14) are formed to have the same height, but are formed to have a height of 20 mm or more and 23 mm or less,
The protrusions 2 (24, 34, 44, 54) are formed to have the same height with each other, but are 22 mm or more and 25 mm or less, and are formed to be 1 to 2 mm higher than the protrusion 1 (12, 22, 32),
The protruding upper surface 1 (13, 23, 33) and the protruding upper surface 2 (15) are formed to have the same width, but are formed to be 7 mm or more and 9 mm or less,
The protruding upper surface 2 (25, 35, 45, 55) are all formed to have the same width, but are formed to be 10 mm or more and 12 mm or less,
The downwardly bent portions 26, 36, 46, and 56 are all formed to have the same length, but are not less than 8 mm and not more than 10 mm.
The method of claim 5,
The protrusion 1 (12, 22, 32) and the protrusion 2 (14) are formed to a height of 23 mm,
The protrusion 2 (24, 34, 44, 54) is formed to a height of 25 mm,
The protruding upper surface 1 (13, 23, 33) and the protruding upper surface 2 (15) are formed to have a width of 8 mm,
The protruding upper surface 2 (25, 35, 45, 55) is formed with a width of 10 mm,
The downward bent portion (26, 36, 46, 56) is a zinc panel, characterized in that formed in a 9 mm or more and 10 mm or less.
In the method of performing the finishing construction on the wall or roof of a building using zinc panels,
By measuring the left and right lengths of the entire construction site, the position of the left and right center lines (C1-C1) is calculated, and the right and left center lines (C1-C1) are displayed on the appropriate location of the wall or roof of the building or the surface of the water-resistant plywood (70). , Calculating the number of side panels (20, 30) required for construction, and calculating the width of the outer panels (40, 50) to be constructed,
Constructing the center panel 10 so that the left and right center lines (C1-C1) of the construction site and the left and right center lines (C2-C2) of the center panel 10 are exactly aligned,
From the left and right sides of the center panel 10, the side panels 20 and 30 are sequentially joined and constructed in a protruding joint method, but using the number of panels calculated in the above step, both sides of the center panel 10 Proceeding the construction of the side panels (20, 30) and,
After completing the construction of the number of side panels (20, 30) calculated in the above step, through the step of installing the outer panels (40, 50) in the narrow part remaining on the left and right ends of the construction target area, the entire Panel construction is performed on the construction site,
The center panel 10 and the plurality of side panels installed on the rest of the entire construction area of the building wall or roof finished using the zinc panel except for the part constructed with the outer panels 40 and 50 (20, 30) are constructed with the same width on both sides,
The entire construction site finished using the zinc panels (10, 20, 30, 40, 50) is centered on the left and right center lines (C1-C1) of the construction site or the left and right center lines (C2-C2) of the construction site. A finishing method using a zinc panel, characterized in that it is constructed in a symmetrical shape.
In the method of performing the finishing construction on the wall surface or the roof of a building by using the zinc panel according to any one of claims 1, 3 to 6,
By measuring the left and right lengths of the entire construction site, the position of the left and right center lines (C1-C1) is calculated, and the right and left center lines (C1-C1) are displayed on the appropriate location of the wall or roof of the building or the surface of the water-resistant plywood (70). , Calculating the number of side panels (20, 30) required for construction, and calculating the width of the outer panels (40, 50) to be constructed,
Constructing the center panel 10 so that the left and right center lines (C1-C1) of the construction site and the left and right center lines (C2-C2) of the center panel 10 are exactly aligned,
From the left and right sides of the center panel 10, the side panels 20 and 30 are sequentially joined and constructed in a protruding joint method, but using the number of panels calculated in the above step, both sides of the center panel 10 Proceeding the construction of the side panels (20, 30) and,
After completing the construction of the number of side panels (20, 30) calculated in the above step, through the step of installing the outer panels (40, 50) in the narrow part remaining on the left and right ends of the construction target area, the entire Panel construction is performed on the construction site,
The center panel 10 and the plurality of side panels installed on the rest of the entire construction area of the building wall or roof finished using the zinc panel except for the part constructed with the outer panels 40 and 50 (20, 30) are constructed with the same width on both sides,
The entire construction site finished using the zinc panels (10, 20, 30, 40, 50) is centered on the left and right center lines (C1-C1) of the construction site or the left and right center lines (C2-C2) of the construction site. A finishing method using a zinc panel, characterized in that it is constructed in a symmetrical shape.

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