KR20150033137A - Exposed Concrete Panel Assembly - Google Patents

Exposed Concrete Panel Assembly Download PDF

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Publication number
KR20150033137A
KR20150033137A KR20130112750A KR20130112750A KR20150033137A KR 20150033137 A KR20150033137 A KR 20150033137A KR 20130112750 A KR20130112750 A KR 20130112750A KR 20130112750 A KR20130112750 A KR 20130112750A KR 20150033137 A KR20150033137 A KR 20150033137A
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KR
South Korea
Prior art keywords
concrete panel
exposed concrete
supporter
wall
slot
Prior art date
Application number
KR20130112750A
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Korean (ko)
Inventor
신현수
Original Assignee
신현수
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 신현수 filed Critical 신현수
Priority to KR20130112750A priority Critical patent/KR20150033137A/en
Publication of KR20150033137A publication Critical patent/KR20150033137A/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)

Abstract

The present invention relates to an exposed concrete panel assembly, comprising: an exposed concrete panel having a front surface facing the front of the wall and having a slot formed along a circumference thereof; and a guide inserted into a slot formed in a side surface of the exposed concrete panel, An exposed concrete panel assembly is disclosed that includes a supporter that is supported. Accordingly, the exposed concrete panel can be installed in front of the wall without using a separate fastening member, and it is convenient to adjust the position of the exposed concrete panel during construction.

Description

Exposed Concrete Panel Assembly < RTI ID = 0.0 >

The present invention relates to an exposed concrete panel assembly, and more particularly, to an exposed concrete panel assembly in which a slot is formed around a side surface of an exposed concrete panel and a guide inserted into the slot is formed in a supporter supported by a wall, And more particularly, to an exposed concrete panel assembly which can be installed in front of a wall of a concrete panel and is easy to adjust the position of the exposed concrete panel during construction.

In recent years, the use of exposed concrete panels as a finishing material for building walls has been increasing in buildings that emphasize exterior aesthetics such as houses and galleries. These exposed concrete panels emphasize the modern feeling by using the concrete properties as a finish, It is suitable for architectural buildings in that it has the advantage of being able to utilize and maintain excellent durability, and is an architectural finishing material having excellent durability when proper maintenance is carried out.

The method of applying the exposed concrete panel is similar to that of the general stone construction method, and it is fixed in each panel through a fastener such as a frame, a bracket, or a bolt at a certain distance from the wall of the building. This will be described with reference to Fig.

1 is a cross-sectional view of a conventional exposed concrete panel installed on a wall. In order to install the exposed concrete panel 10 on the wall W, conventionally, a frame 20 is installed horizontally and vertically on the wall W, and on the basis of the installed frame 20, The bracket 30 is fixed by a fastener such as a bolt.

A plurality of perforations 11 are formed in the exposed concrete panel 10 at regular intervals so that the exposed concrete panel 10 can be supported on the bracket 30 and the bolts 40 are inserted through the perforations 11. [ And is fastened to the bracket 30.

However, since the conventional exposed concrete panel having such a structure is fixed to the bracket 30 by bolting, a large number of perforations 11 must be formed in the exposed concrete panel 10, And the design of the exposed concrete panel 10 is restricted due to the formation of the perforations 11, so that it is difficult to satisfy various aesthetic sensibilities of the consumers.

In addition, since the exposed concrete panel 10 has a shape of a rectangular parallelepiped filled with concrete so as to maintain a certain thickness, its weight is considerable, which is inconvenient for field construction. Particularly, in order to fix the exposed concrete panel 10 with the bolts 40, the operator inserts the exposed concrete panel 10 having a considerable weight into the fastening hole 31 formed in the bracket 30 and the exposed concrete panel 10 10, it is necessary to perform a process of assembling the bolts 40 after aligning the perforations 11 in a straight line. Therefore, the burden on the worker is increased and the construction period and the construction cost are increased.

As described above, since the exposed concrete panel 10 is supported on the bolts 40 inserted in the perforations 11, a load is concentrated on the perforations 11, causing cracks, or the bolts 40 are exposed to the exposed concrete panels 10, There is a possibility that the exposed concrete panel 10 may fall off from the wall W due to bending or breakage without being able to withstand the load of the concrete wall 10,

Korean Patent No. 10-0955106 (Apr. 28, 2010)

SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to provide a method and apparatus for fixing an exposed concrete panel to a wall without using bolts or similar fasteners, And to provide an exposed concrete panel assembly that can meet various aesthetic sensibilities of a consumer.

Another object of the present invention is to provide an exposed concrete panel assembly which can reduce the burden on the worker by reducing the weight of the exposed concrete panel, and can quickly and easily apply the exposed concrete panel.

Another object of the present invention is to provide an exposed concrete panel assembly which can firmly fix an exposed concrete panel to a wall, and can adjust or separate the position of the exposed concrete panel as required.

According to an aspect of the present invention, there is provided an exposed concrete panel having a front surface facing a front side of the wall and having a slot formed along a circumference of a side surface thereof, and a guide inserted into a slot formed in a side surface of the exposed concrete panel. And a supporter which is supported by the wall.

The exposed concrete panel may include a decorative part having a front surface exposed toward the front of the wall, a connection part formed on a back surface of the decorative part and having a thickness greater than the thickness of the guide, And a rear surface portion having the same width and the same width as the rear surface portion.

Also, it is preferable that the decorative part, the connecting part and the back part are formed as a single body by concrete curing.

In addition, the exposed concrete panel is formed as a unitary body, and a slot is formed along the side surface of the exposed concrete panel by cutting, and is divided into a decorative part and a back surface part around the slot.

In addition, the connection portion formed between the decorative portion and the back surface portion is preferably an adhesive.

The supporter includes a protrusion protruding toward the front of the wall, a guide vertically formed on one side of the protrusion, inserted into a slot formed in the exposed concrete panel, and a bend formed on the other side of the protrusion parallel to the guide .

At this time, the bent portion is preferably fixed to the wall by an anchor bolt.

The frame may further include a frame provided in a lateral or longitudinal direction of the wall, wherein the frame is provided with a position adjusting hole in the longitudinal direction of the frame on the front face thereof so that the position adjusting hole and the bent portion of the supporter are fastened by bolts desirable.

Preferably, the bent portion has a long hole formed in a direction orthogonal to the position adjusting hole of the frame, and the position adjusting hole and the long hole are fastened by a bolt.

Further, it is preferable that the slot is provided with the anti-vibration member.

The slot has a depth that is hooked when a guide of a supporter is inserted into a slot formed at an upper end and a lower end of the exposed concrete panel, and a space is provided in the slot so that the exposed concrete panel can be tilted and mounted on or separated from the supporter .

Since the guide of the supporter is inserted and supported in the slot formed along the side surface of the exposed concrete panel, the exposed concrete panel assembly according to the present invention does not need to form the perforations for fastening the exposed concrete panel, It is possible to manufacture a panel, and there is no design restriction due to the formation of the perforations, so that a variety of aesthetic sensibilities of consumers can be satisfied.

In addition, since the weight of the exposed concrete panel can be reduced as much as the slots are formed along the side surface, the labor burden on the worker can be reduced, and the exposed concrete panel can be quickly constructed.

Since the guide of the supporter is inserted into the slot of the exposed concrete panel to support the exposed concrete panel, a separate fastening member is unnecessary and the position of the exposed concrete panel can be easily adjusted at the time of construction, Can be installed.

In addition, the exposed concrete panel can be easily installed or separated on the supporter by tilting or tilting the exposed concrete panel to the guide of the supporter, thereby improving the workability.

1 is a cross-sectional view of a conventional exposed concrete panel installed on a wall.
2 is a perspective view illustrating an exposed concrete panel assembly according to the present invention.
3 is a cross-sectional view of an exposed concrete panel assembly according to the present invention.
4 is a cross-sectional view illustrating an exposed concrete panel according to the present invention.
5 is an exploded perspective view showing another embodiment of an exposed concrete panel assembly according to the present invention.
6 is a cross-sectional view of an exposed concrete panel assembly according to another embodiment.
7 is a cross-sectional view of an exposed concrete panel provided with a dustproof member.
8 is a cross-sectional view illustrating another embodiment of an exposed concrete panel assembly according to the present invention.

The terms and words used in the present specification and claims should not be construed as limited to ordinary or dictionary meanings and the inventor may properly define the concept of the term to describe its invention in the best possible way And should be construed in accordance with the principles and meanings and concepts consistent with the technical idea of the present invention.

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

FIG. 2 is a perspective view of an exposed concrete panel assembly according to the present invention, and FIG. 3 is a sectional view of an exposed concrete panel assembly according to the present invention.

The exposed concrete panel assembly according to the present invention includes an exposed concrete panel 100 having a front surface facing the front of the wall W and a slot 110 formed along the circumference of the side surface, And a supporter 200 having a guide 210 inserted into a slot 110 of the wall 100 and supported by the wall.

The exposed concrete panel 100 includes a decorative part 120, a connection part 130 and a back part 140 for finishing a wall W positioned inside or outside the building. The decorative part 120 has a predetermined thickness and is formed in a hexahedron so as to be in the form of a thin plate. The back face part 140 has the same width and height as the decorative part 120, .

The connection part 130 is formed between the decorative part 120 and the back part 140 so that the decorative part 120 and the back part 140 are separated from each other so that the guide 110 of the supporter 200 is inserted into the slot 110 ).

When the decorative part 120 and the back surface part 140 are separated by the connection part 130, a space (slot) through which the guide 210 of the supporter 200 can be inserted is formed, The weight of the exposed concrete panel 100 can be reduced as much as the number of the slots 110 is formed and the labor burden of the worker due to the conveyance of the exposed concrete panel 100 can be reduced .

The exposed concrete panel 100 is formed as a hexahedron having a predetermined thickness as a whole, and a slot 110 is formed along the side surface. The guide 210 of the supporter 200 supported by the wall W is inserted into the slot 110 so that the front face of the exposed concrete panel 100 faces the front of the wall W. [

At this time, the decorative part 120 of the exposed concrete panel 100 may be formed through a specific process so as to satisfy the aesthetic sensibility of the user. For example, a process such as polishing may be performed such that the front surface of the decorative part 120 is polished or a specific pattern is formed.

The exposed concrete panel 100 including the decorative part 120, the connecting part 130 and the backside part 140 may be formed by curing concrete as shown in FIG. 4, or may be formed by the decorative part 120 and the back part 140 The decorative part 120 and the back part 140 may be formed integrally by applying an adhesive so as to be spaced apart from each other. This will be described with reference to FIG.

4 (a) shows that an exposed concrete panel is formed by a mold, and liquid concrete is injected into a mold M having a protrusion M1 forming a slot 110 along an inner wall thereof to cure do. When the curing of the concrete is completed, the exposed concrete panel 100 having the slots 110 formed along the side surface can be formed by removing the form M.

At this time, the thickness of the protrusion M1 formed along the inner wall of the form M is made thicker than the thickness of the guide 210 formed on the supporter 200, and the guide 210 of the supporter 200 is inserted into the slot 110, So that it can be inserted smoothly. The exposed concrete panel 100 by the form M can quickly produce the exposed concrete panel 100 by a single process.

Also, in some cases, when curing the concrete, a wire mesh may be put into the formwork (M) to form a frame inside the cured concrete. If the wire mesh is inserted into the exposed concrete panel 100 as described above, not only the strength is excellent, but also the exposed concrete panel 100 can be prevented from breaking away in case of a disaster such as earthquake or fire.

4 (b) shows that an exposed concrete panel is formed by cutting. After the concrete is cured in the form of a plate, the side surface of the cube is cut by using a cutting cutter C, . At this time, the cutting cutter C is made thicker than the thickness of the guide 210 of the supporter 200, so that the guide 210 of the supporter 200 can be smoothly inserted into the slot 110.

When the exposed concrete panel 100 is manufactured by such a cutting process, the depth of the slot 110 can be set according to the cutting depth of the cutting cutter C, which facilitates the adjustment of the depth of the slot 110.

4 (c) shows that an exposed concrete panel is formed using an adhesive, and concrete is cured in the form of a plate to form the decorative part 120 and the back surface part 140, respectively. After the adhesive F is applied to the back surface of the decorative part 120, the back surface part 140 is laminated and the adhesive is cured to adhere the decorative part 120 and the back surface part 140. [ At this time, the decorative part 120 and the back part 140 may be made of cement rather than concrete.

When the exposed concrete panel 100 is manufactured using the adhesive F as described above, when the surface of the decorative part 120 is subjected to a process of making the surface of the decorative part 120 lustrous or a certain pattern appearing in response to the request of the owner, Can be independently processed, and the transportation and processing of the decorative part 120 is efficient.

The supporter 200 is for supporting the exposed concrete panel 100 positioned in front of the wall W and includes a protrusion 220 horizontally protruding toward the front of the wall W and a protrusion 220 protruding horizontally toward the front of the wall W, And a bent portion 230 formed on the other side of the protrusion 220 parallel to the guide 210. The guide 210 is inserted into the slot 110 formed in the exposed concrete panel 100 and is perpendicular to the guide portion 210. [

The supporter 200 composed of the protrusion 220, the guide 210 and the bending part 230 is preferably made of an aluminum alloy to which magnesium, zinc or the like is added, and has excellent strength and corrosion resistance.

These supporters 200 are formed by extrusion molding and are installed in the lateral direction of the wall body W, and a plurality of the supporters 200 are installed at regular intervals in the longitudinal direction of the wall body W. The predetermined spacing in the vertical direction corresponds to the vertical width of the exposed concrete panel 100, and the supporter 200 is positioned at the upper and lower portions of the exposed concrete panel 100, The guide 210 of the supporter 200 is inserted into the support frame 110 to support the exposed concrete panel 100.

In order to support the supporter 200 on the wall W, a plurality of binding holes 231 are formed in the bending portion 230 in the longitudinal direction of the supporter 200 and the anchor bolts 300 are fastened to the binding holes 231 And is fixed to the wall W.

The protruding portion 220 extends from the bent portion 230 fixed to the wall W toward the front of the wall W to separate the exposed concrete panel 100 from the wall W, A guide 210 is formed on one side and inserted into a slot 110 formed in the exposed concrete panel 100.

The guide 210 inserted into the slot 110 of the exposed concrete panel 100 is vertically formed from one side of the protrusion 220 toward the upper side and the lower side to be installed on the upper and lower portions of the exposed concrete panel 100 A pair of supporters 200 support the exposed concrete panel 100.

The installation of the exposed concrete panel 100 is carried out by a sliding method in which the operator places the slot 110 on the side of the supporter 200 so as to be in line with the guide 210 and then pushes the exposed concrete panel 100 in a sliding manner Or by tilting and mounting the exposed concrete panel in front of the supporter using the clearance formed in the slot 110 as indicated by the dotted line in Fig.

The method of tilting and mounting the exposed concrete panel 100 allows the operator to place the upper slot 110 of the exposed concrete panel 100 on the upper supporter 200 The guide 210 is in close contact.

The lower end of the exposed concrete panel 100 is rotated toward the wall W so that the lower slot 110 of the exposed concrete panel 100 is inserted into the guide 210 of the lower supporter 200. [

When this process is completed, the exposed concrete panel 100 is seated on the guide 210 of the lower supporter 200 by the weight of the exposed concrete panel 100. At this time, the upper slot 110 of the exposed concrete panel 100 is hooked to the guide 210 of the upper supporter 200, so that the exposed concrete panel 100 is stably supported by the supporter 200.

In contrast, when the exposed concrete panel 100 mounted on the supporter 200 is detached, the operator lifts the exposed concrete panel 100 upward to move the upper end of the exposed concrete panel 100 to the guide 210 of the upper supporter 200 .

The lower slot 110 of the exposed concrete panel 100 is separated from the guide 210 of the lower supporter 200 and the lower portion of the exposed concrete panel 100 is directed to the front of the wall W The lower slot 110 is detached from the guide 210 of the lower supporter 200 to separate the exposed concrete panel 100 from the supporter 200.

When the guide 210 of the supporter 200 is inserted into the slot 110 of the exposed concrete panel 100 in a state where the supporter 200 is positioned at the upper and lower portions of the exposed concrete panel 100 The exposed concrete panel 100 can be fixed to the wall W without using a separate fastening member and the exposed concrete panel 100 can slide in the lateral direction of the wall W, The position of the exposed concrete panel 100 can be appropriately adjusted, and the exposed concrete panel 100 can be installed precisely.

Meanwhile, when the exposed concrete panel 100 is installed in front of the wall W, it is possible to adjust not only the horizontal direction but also the vertical direction. This will be described with reference to FIGS. 5 and 6. FIG.

FIG. 5 is an exploded perspective view showing another embodiment of the exposed concrete panel assembly according to the present invention, and FIG. 6 is a sectional view of the exposed concrete panel assembly according to another embodiment.

Referring to the drawings, a frame 400 is installed on the wall W so as to be adjustable in the horizontal and vertical directions when the exposed concrete panel 100 is installed. The frame 400 has a shape of a hollow rectangular column having a length enough to horizontally install the wall, and is fixed to the wall W by an anchor bolt.

A position adjustment hole 410 extending in the longitudinal direction of the frame 400 is formed on the front surface of the frame 400 and is fastened by the bent portion 230 of the supporter 200 and the bolt 500 and the nut. The head of the bolt 500 is positioned inside the frame 400 and the body of the bolt 500 passes through the bent portion 230 of the supporter 200 in a state interposed in the position adjusting hole 410, Respectively.

Accordingly, if the tightening of the bolt 500 and the nut is loosened, the bolt 500 can move along the position adjusting hole 410 of the frame 400, so that the operator can appropriately adjust the position of the exposed concrete panel 100 Construction can be done.

The slot 230 of the supporter 200 penetrated by the bolt 500 together with the position adjusting hole 410 of the frame 400 is provided with a slot 231 in a direction perpendicular to the position adjusting hole 410 So that it is possible to adjust the position in the longitudinal direction when the exposed concrete panel 100 is installed.

For this, a long hole 231 is formed in the bending portion 230 of the supporter 200 in a direction perpendicular to the position adjustment hole 410 (longitudinal direction). The bolts 500 are passed through the position adjusting holes 410 of the frame 400 and the elongated holes 231 of the bent portions 230 to fasten the nuts.

  Therefore, when the supporter 200 is fixed to the frame 400, the operator moves the supporter 200 in the vertical direction to position the supporter 200 at an appropriate height and then tightens the nut to vertically move the exposed concrete panel 100 The position can be adjusted.

In the slot 110 formed in the exposed concrete panel 100, the anti-vibration member 112 is installed as shown in FIG. The vibration-proofing member 112 is for supporting the exposed concrete panel 100 while buffering the impact applied to the guide 210 and the slot 110. The vibration-proofing member 112 is made of a material exhibiting elastic restoring force such as rubber, silicone, And is installed inside the slot 110 formed in the concrete panel 100.

At this time, the anti-vibration members 112 may be formed in the form of a band formed along the slot 110, or may be formed so as to be arranged at regular intervals in the slot 110. When the anti-vibration member 112 is provided in the slot 110, when the guide 210 of the supporter 200 is inserted into the slot 110, the guide 210 contacts the anti-vibration member 112 The impact is not directly transmitted to the supporter 200 when an impact is applied to the exposed concrete panel 100 by the external force so that the impact is absorbed by the dustproof member 112 and the supporter 200 and the exposed concrete panel 100 are damaged .

The exposed concrete panel assembly according to the present invention includes the guide 210 of the supporter 200 inserted into the slot 110 formed along the side surface of the exposed concrete panel 100 to support the exposed concrete panel 100, It is not necessary to form the perforations for fastening the concrete panel 100, and thus the exposed concrete panel 100 can be manufactured quickly and easily. .

While the present invention has been described with reference to exemplary embodiments, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims. .

For example, a bracket may be provided between the frame and the supporter. This will be described with reference to FIG.

8 is a cross-sectional view illustrating another embodiment of an exposed concrete panel assembly according to the present invention. The frame 400 fixed to the wall W and the supporter 200 supporting the exposed concrete panel 100 are connected by a bracket 600.

The bracket 600 has a vertical portion 610 facing the front face of the frame 400 and an extending portion 630 bent toward the front of the wall W at the lower end of the vertical portion 610 and facing the protrusion 220 of the supporter 200 The frame 400 and the vertical portion 610 are coupled by the bolts 500 and the nuts and the protrusions 220 and the extensions 620 of the supporter 200 are connected to the bolts 500 and the nuts 620. [ .

At this time, a longitudinal slot 611 is formed in the vertical part 610 and is penetrated by the bolt 500. In the extension part 620, a slot 621 facing forward of the wall W is formed, 500).

Accordingly, the height of the exposed concrete panel 100 is adjusted in a state where the bolt 500 for binding the frame 400 and the vertical portion 610 and the tightening of the nut are loosened, and then the nut is tightened to fix the bracket 600 to the frame 400 so that the position of the exposed concrete panel 100 can be easily adjusted in the vertical direction.

The distance between the wall W and the exposed concrete panel 100 is adjusted by loosening the bolts 500 and the nuts for tightening the protrusions 220 and the connecting portions 130 of the supporter 200, The distance between the wall W and the exposed concrete panel 100 can be easily adjusted by fixing the supporter 200 to the bracket 600. [

100: exposed concrete panel 110: slot
112: anti-vibration member 120:
130: connection part 140:
200: Supporter 210: Guide
220: protrusion 230:
231: Coupling hole 231: Long hole
300: anchor bolt 400: frame
410: Positioning hole 500: Bolt
600: bracket 610: vertical part
620: Extension part C: Cutter for cutting
F: Adhesive M: Formwork
W: Wall

Claims (8)

An exposed concrete panel having a front surface facing the front of the wall and a slot formed along the side surface; And
And a supporter having a guide inserted into a slot of the exposed concrete panel and being supported by the wall.
The method according to claim 1,
Wherein the exposed concrete panel comprises:
A decorative part in which a front surface is exposed toward the front of the wall;
A connection part formed on a back surface of the decorative part and having a thickness greater than a thickness of the guide; And
And a back surface portion formed on a back surface of the connection portion and having a width and a width equal to the width of the decorative portion.
The method according to claim 1,
The supporter includes:
A protrusion protruding toward the front of the wall;
A guide vertically formed on one side of the protrusion and inserted in a slot formed in the exposed concrete panel; And
And a bent portion formed on the other side of the projection in parallel with the guide.
The method of claim 3,
Wherein the bent portion is fixed to the wall by an anchor bolt.
The method of claim 3,
And a frame installed in the horizontal or vertical direction on the wall,
Wherein the frame is formed with a position adjusting hole in the longitudinal direction of the frame on the front surface thereof, and the bent portion of the position adjusting hole and the supporter is fastened by bolts.
The method of claim 5,
Wherein the bent portion is formed with a long hole in a direction orthogonal to the position adjusting hole of the frame, and the position adjusting hole and the long hole are fastened by bolts.
The method according to claim 1,
And an anti-vibration member is provided in the slot.
The method according to claim 1,
The slot
Wherein the exposed concrete panel has a depth that is hooked when a guide of a supporter is inserted into slots formed at the upper and lower ends of the exposed concrete panel, and an empty space is formed in the slot so that the exposed concrete panel can be tilted and mounted on or separated from the supporter Exposed concrete panel assembly.
KR20130112750A 2013-09-23 2013-09-23 Exposed Concrete Panel Assembly KR20150033137A (en)

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Application Number Priority Date Filing Date Title
KR20130112750A KR20150033137A (en) 2013-09-23 2013-09-23 Exposed Concrete Panel Assembly

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101662959B1 (en) * 2015-09-07 2016-10-05 이규만 Finish Material Fixation Apparatus of Charnel House
KR20200120273A (en) * 2019-04-12 2020-10-21 김민정 The Compacted Light Gauge Steel Wall for Building and Manufacturing Method Thereof
US11199009B2 (en) * 2019-01-14 2021-12-14 Gong Zhu Method for laying wall cladding sheet

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101662959B1 (en) * 2015-09-07 2016-10-05 이규만 Finish Material Fixation Apparatus of Charnel House
US11199009B2 (en) * 2019-01-14 2021-12-14 Gong Zhu Method for laying wall cladding sheet
KR20200120273A (en) * 2019-04-12 2020-10-21 김민정 The Compacted Light Gauge Steel Wall for Building and Manufacturing Method Thereof

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