KR20130033151A - The panel assembly for an outer wall of buildings - Google Patents

The panel assembly for an outer wall of buildings Download PDF

Info

Publication number
KR20130033151A
KR20130033151A KR1020110097055A KR20110097055A KR20130033151A KR 20130033151 A KR20130033151 A KR 20130033151A KR 1020110097055 A KR1020110097055 A KR 1020110097055A KR 20110097055 A KR20110097055 A KR 20110097055A KR 20130033151 A KR20130033151 A KR 20130033151A
Authority
KR
South Korea
Prior art keywords
panel
building
building exterior
wall
exterior wall
Prior art date
Application number
KR1020110097055A
Other languages
Korean (ko)
Inventor
이준석
Original Assignee
주식회사 에스앤에스패널
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 주식회사 에스앤에스패널 filed Critical 주식회사 에스앤에스패널
Priority to KR1020110097055A priority Critical patent/KR20130033151A/en
Publication of KR20130033151A publication Critical patent/KR20130033151A/en

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/292—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and sheet metal

Landscapes

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

Abstract

The panel assembly for building exterior walls according to the present invention is provided in a form surrounding the one side of the panel for building exterior wall consisting of a heat insulating material having a predetermined thickness, a shell made of plated steel, and the panel for building exterior walls. Including the section steel forming a, simple and robust coupling between the panels is possible to reduce the unit cost, and the appearance is beautiful, but unlike the existing panel with a low risk of falling off the panel can be provided for a new building exterior wall assembly.

Description

Panel combination for exterior wall of building {THE PANEL ASSEMBLY FOR AN OUTER WALL OF BUILDINGS}

The present invention relates to a panel assembly, and more particularly, to a panel assembly installed for the exterior wall of a building.

In general, the use of prefabricated construction methods are becoming common when building large buildings. For the construction of the outer wall of such a large building, referring to Figure 1, after forming the frame of the building using a steel beam 110, such as H-type, usually, C-shaped steel 120 is welded thereto, C-shaped steel 120 It is manufactured by combining the pair of panels 130 using the piece 140 on the basis of.

The panel used is about 5-6m in width and the height is about 6m, even 10m is configured to be connected, one panel of this size is configured to be fixed by only two pieces.

Until now, such a structure may not have caused an architectural problem, but nowadays, a huge natural disaster, such as a tsunami, which is difficult to predict, should be considered. In view of this, the exterior wall panel assembly 100 according to the related art is considered. Has a problem in its strength.

The panel assembly constituting the exterior wall of the building is an important issue that goes without saying the importance of strength.

That is, since the panel is fixed to steel by only a few pieces, when a typhoon or the like encounters a tremendous speed, the piece cannot endure the force and the panel falls off.

As a result of the recent natural disasters, the building law is also being strengthened, and more rigid panel assemblies are required for exterior walls.

In addition, since a lot of materials are required and the process is complicated, the construction cost cannot be ignored, which increases the price.

The present invention is designed to solve the above-described problems, the present invention is simple and robust to combine the panel is possible to reduce the unit cost, the appearance is beautiful and the panel panel for a new building exterior wall unlike the existing, the risk of falling apart The purpose is to provide.

The panel assembly for building exterior walls according to the present invention is provided in a form surrounding the one side of the panel for building exterior wall consisting of a heat insulating material having a predetermined thickness, a shell made of plated steel, and the panel for building exterior walls. It characterized in that it comprises a section steel forming.

The section steel is made of H-shaped steel, characterized in that the concrete panel is fitted to each side wall of the building on both sides of the H-shaped steel,

A plurality of the H-shaped steel and the plurality of panels for building exterior walls are connected to each other to form an exterior wall of the building, and the building exterior wall panels fitted between the two H-shaped steels are formed in a plurality of stacked structures. It is done.

And, the upper side surface of the building exterior wall panel is formed with a male connection protruding in the longitudinal direction,

A female connecting end protruding in the longitudinal direction is formed on the lower side of the building outer wall panel, and the male connecting end of the upper side of one building outer wall panel and the female connecting end of the lower side of the other building outer wall panel may be engaged with each other. It is also characterized by the specific features.

According to the present invention,

First, since the panel and the panel are not coupled to each other by the piece, there is no problem that the piece is separated by the missing piece.

Second, unlike the existing steel materials, such as C-shaped steel is unnecessary, manufacturing costs are reduced.

Third, the process efficiency for welding the C-shaped steel and fixing the panel to the C-shaped steel is reduced, so the work efficiency is large, which can also lead to a reduction in construction cost.

Fourth, since the panel is sandwiched between the two steels and joined, there is no fear that the panel will come off unless the steel is separated from the ground.

In other words, it is more resistant to extreme weather or external shock than the existing method, thus increasing the stability of the building.

Fifth, since the bonding between the panels to be laminated is stable and easy, there is no need for bonding by pieces, joints or the like unnecessarily.

Sixth, the present invention is a new panel combination and process has not been tried at all in the existing environment-friendly and less waste because less materials required than the existing.

Seventh, the H-beam is prominent as a pillar in terms of the building appearance, and it is clean and offers a beautiful appearance.

1 illustrates the prior art.
Figure 2 shows a panel assembly for a building exterior wall according to the present invention.
3 is a plan view of a panel assembly for a building exterior wall according to the present invention.
4 is a side cross-sectional view of a panel assembly for a building exterior wall according to the present invention.
5 is a side cross-sectional view of another embodiment of a panel assembly for a building exterior wall according to the present invention.

Preferred embodiments of the present invention will be described in more detail with reference to the accompanying drawings, and descriptions of well-known techniques will be omitted.

Figure 2 shows a panel assembly for a building exterior wall according to the present invention, Figure 3 is a plan view thereof, Figure 4 is a side cross-sectional view thereof.

2 to 4, the panel assembly 200 for the building exterior wall according to the present invention includes a building exterior wall panel 210 and a shape steel 220.

The building exterior wall panel 210 of the present invention has a predetermined thickness, and the inside is made of a heat insulating material, and the outer shell is a plate-shaped panel made of plated steel, and has strength, sound insulation, and heat insulation suitable for building exterior walls. .

The panel assembly 200 for the building exterior wall according to the present invention has a structure in which the panel 210 for building exterior wall 210 is fitted into the steel beam and coupled to each other, whereby a plurality of panels and the plurality of steel beams are sequentially connected and connected to each other. To form the outer wall.

Shape steel 220 of one configuration of the present invention corresponds to a skeleton forming a skeleton of the building outer wall, surrounding the one side of the panel for building wall 210 so that the above-described panel 210 of the plate can be fitted and coupled. It is prepared in the form.

That is, by having the insertion portion corresponding to the width of the panel 210 so that the panel 210 can be fitted and coupled, one side portion of the panel 210 is inserted into the insertion portion.

This may connect the 'c' shaped steel, but H-shaped steel for connecting the panel 210 in sequence will be preferable.

That is, as shown in FIG. 3, since the H-shaped steel 220 has a structure in which the panel 210 can be fitted to each of both side insertion portions, the panel 210 is sequentially inserted, and the other side of the panel 210 is further provided. The H-shaped steel construction is connected to other panels so that the entire outer wall of the building can be formed.

Furthermore, the building exterior wall panel 210 sandwiched between the H-shaped steels 220 is formed in a plurality of stacked structures.

That is, as shown in FIG. 2, a plurality of building exterior wall panels 210 are stacked between H-shaped steels 220 to form a building exterior wall having a predetermined height.

To this end, the building exterior wall panel 210 is provided with a male connecting end 211 and a female connecting end 212 protruding in the longitudinal direction on the upper side and the lower side, as shown in FIGS. That is, when the upper and lower surfaces are seen, one part divided into two parts in the longitudinal direction is formed to protrude, and the other part acts as a groove accordingly, so that the panels sequentially positioned from below are interleaved in a puzzle-like manner to be laminated. to be.

And, as shown in Figure 4 it is more preferable that the female connecting end 212 formed on the lower side of the panel is directed toward the outside of the building, the male connecting end 211 formed on the upper side is directed toward the inside of the building. This is because such a configuration is stronger to penetrate foreign matter or rainwater than that configured on the contrary.

5 is a side cross-sectional view of another embodiment of a panel assembly for a building exterior wall according to the present invention. The panel assembly for a building exterior wall of the present invention according to another embodiment has the same configuration and structure, but a panel for a building exterior wall. The shape of the 310 is a different structure.

That is, in another embodiment, the building exterior wall panel 310 is formed as a protrusion in a shape in which the male connection end 311 formed on the upper side protrudes in the center in the longitudinal direction, but is not divided into two parts. The connection groove 312 corresponding to the male connection end 311 can be fitted instead of the determination configuration, and thus the panel 310 may be sandwiched and stacked.

Such a configuration may be reversed between the upper and lower configurations, the panel 310 of such a shape may be supported by the male connection end 311 in the opposite direction of the external force when the external force is applied, unlike the embodiment described above. It is more resistant to external shocks.

According to the present invention through the combination structure consisting of a panel sandwiched between the section steel as described above, it is possible to form a stronger outer wall even if unnecessary coupling is not necessary, easy to mass production and excellent work process and cost saving Have

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments. And the scope of the present invention should be understood as the following claims and their equivalents.

200: panel assembly
210: panel
220: H section steel

Claims (6)

A panel-like building exterior wall panel composed of an insulating material having a predetermined thickness and an outer shell made of plated steel;
A section steel provided in a form surrounding one side of the building exterior wall panel to form a frame; Panel assembly for building outer wall comprising a.
The method of claim 1,
The section steel is made of H-shaped steel panel, the panel assembly for the building exterior wall, characterized in that the panel for each building outer wall is fitted to both sides of the H-shaped steel.
The method of claim 2,
A panel assembly for building exterior walls, wherein a plurality of said H-shaped steels and said plurality of panels for building exterior walls are connected to each other to form an exterior wall of a building.
The method of claim 3,
A panel assembly for building exterior walls, wherein the building exterior wall panels sandwiched between two H-shaped steels are formed in a plurality of stacked structures.
5. The method of claim 4,
The panel assembly for the building exterior wall is characterized in that the male connecting end protruding in the longitudinal direction is formed on the upper side of the building exterior wall panel.
The method of claim 5,
A female connecting end protruding in the longitudinal direction is formed on the lower side of the building outer wall panel, and the male connecting end of the upper side of one building outer wall panel and the female connecting end of the lower side of the other building outer wall panel may be engaged with each other. Panel assembly for the outer wall of the building, characterized in that provided.
KR1020110097055A 2011-09-26 2011-09-26 The panel assembly for an outer wall of buildings KR20130033151A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020110097055A KR20130033151A (en) 2011-09-26 2011-09-26 The panel assembly for an outer wall of buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020110097055A KR20130033151A (en) 2011-09-26 2011-09-26 The panel assembly for an outer wall of buildings

Publications (1)

Publication Number Publication Date
KR20130033151A true KR20130033151A (en) 2013-04-03

Family

ID=48435718

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020110097055A KR20130033151A (en) 2011-09-26 2011-09-26 The panel assembly for an outer wall of buildings

Country Status (1)

Country Link
KR (1) KR20130033151A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105256929A (en) * 2015-11-17 2016-01-20 刘卫东 Outdoor wall surface stone dry hanging method
CN105256928A (en) * 2015-11-17 2016-01-20 刘卫东 Wall stone dry hanging method
KR20160020120A (en) * 2014-08-13 2016-02-23 주종복 Combination Structure of Panel for External of Building and Method for Constructing thereof
KR20200049167A (en) * 2018-10-31 2020-05-08 주식회사 대하건설 System and method for exterior repair and reinforcement of buildings without scaffolding

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160020120A (en) * 2014-08-13 2016-02-23 주종복 Combination Structure of Panel for External of Building and Method for Constructing thereof
CN105256929A (en) * 2015-11-17 2016-01-20 刘卫东 Outdoor wall surface stone dry hanging method
CN105256928A (en) * 2015-11-17 2016-01-20 刘卫东 Wall stone dry hanging method
CN105256928B (en) * 2015-11-17 2018-06-12 温岭一动机械科技有限公司 Wall-surface stone dry-hanging method
KR20200049167A (en) * 2018-10-31 2020-05-08 주식회사 대하건설 System and method for exterior repair and reinforcement of buildings without scaffolding

Similar Documents

Publication Publication Date Title
CN206554274U (en) Novel fabricated timber buildings cross steel plate connecting node
KR101178381B1 (en) Steel-concrete hybrid column using square shaped steel pipe and manufacturing method thereof
CN103821261A (en) Assembly honeycomb steel plate shear wall
CN102995756B (en) Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method
KR101384706B1 (en) Steel beam joint
CN106863556B (en) Wallboard frame mould
CN103233551A (en) Fabricated honeycomb web steel beam
KR20080109958A (en) Formed steel beam for steel-concrete composite beam and slab using h-shaped steel and formed steel
CN105064503A (en) Steel tube and core tube mixed structure
CN104251038A (en) Encased steel plate-concrete composite coupling beam and construction method thereof
KR101549417B1 (en) Joint basket for PC column and PC beam
KR20130033151A (en) The panel assembly for an outer wall of buildings
CN105064512A (en) Connecting structure of circular steel tube concrete column and steel beam
CN209817172U (en) Horizontal seam unit is connected futilely to assembled shear force wall
CN103485483A (en) Assembly type honeycombed web composite beam
CN109914640B (en) Orthogonal laminated wood multi-plate shear wall capable of self-resetting and energy consumption
CN110453850B (en) Assembled steel concrete combined connecting beam
KR20160071154A (en) A self-assembly house building it myself using block of cube type and thereof construction method
CN217480511U (en) Modular multi-layer wall-plate-beam full-assembly type connecting node
CN203834737U (en) Cross-shaped prefabricated mixed coupled wall
CN215888746U (en) Connecting structure of partition wall and steel structure building main body
CN106760102B (en) Steel structure straw material board composite floor support plate member
CN210315222U (en) Shear connector for corrugated steel web-concrete combined box girder bridge structure
CN103835399A (en) Prestress embedded steel plate-concrete combined shear wall
CN104032862A (en) Assembly-type steel beam joint L-shaped mixed coupled wall and construction method thereof

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E601 Decision to refuse application