KR101390505B1 - Architectural walls reinforced by folded steel plates and steel wires - Google Patents

Architectural walls reinforced by folded steel plates and steel wires Download PDF

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Publication number
KR101390505B1
KR101390505B1 KR1020120054412A KR20120054412A KR101390505B1 KR 101390505 B1 KR101390505 B1 KR 101390505B1 KR 1020120054412 A KR1020120054412 A KR 1020120054412A KR 20120054412 A KR20120054412 A KR 20120054412A KR 101390505 B1 KR101390505 B1 KR 101390505B1
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South Korea
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reinforcement
finish
shaped
present
steel
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KR1020120054412A
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Korean (ko)
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KR20130130523A (en
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최춘수
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최춘수
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    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Panels For Use In Building Construction (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

본 발명은 조립식 보강벽체에 관한 것으로, 전면 마감재와; 배면 마감재와; 상기 전면 마감재와 상기 배면 마감재 사이에 제공된 한 쌍의 외곽 보강재와; 상기 외곽 보강재들 사이에 이격 제공된 적어도 하나 이상의 ㄷ자 보강재를 포함하고, 상기 ㄷ자 보강재들을 각기 관통하여 양단부가 상기 외곽 보강재와 용접된 연결 보강재를 더 구비함으로써, 저렴한 철판을 절곡하고, 기성품인 ㄷ자 형강을 활용함으로써 제조단가를 저렴하며 수평 및 수직 하중에 적극적으로 대응할 수 있으며, ㄷ자 형강을 일정 간격으로 타공하고 그 관통공을 통해 철근을 삽입시켜 양단부를 절곡된 철판에 용접 시공함으로써 수평하중에 강력하게 대응할 수 있음은 물론, 크기에 제한이 없으며 대량생산이 가능하고, 용도 및 목적에 따라 다양하게 설계변경이 용이할 수 있는 효과가 있다.The present invention relates to a prefabricated reinforcing wall, and the front finish; Back finish; A pair of outer reinforcement provided between the front finish and the back finish; At least one C-shaped reinforcement provided spaced between the outer reinforcement, and through each of the C-shaped reinforcement and both ends further provided with a connecting reinforcement welded to the outer reinforcement, to bend the cheap steel plate, to form a ready-made c-shaped steel It can be manufactured at low cost and actively responds to horizontal and vertical loads, and can cope with horizontal loads by drilling U-shaped steel at regular intervals and inserting rebars through the through holes to weld both ends to the bent steel plate. Of course, there is no limitation on the size and mass production is possible, there is an effect that can be easily changed in various designs according to the purpose and purpose.

Description

조립식 보강벽체 {Architectural walls reinforced by folded steel plates and steel wires}Prefabricated reinforcement walls {Architectural walls reinforced by folded steel plates and steel wires}

본 발명은 절곡 철판과 절곡 철판 사이에 ㄷ자 형강을 이격 내장시키고, ㄷ자 형강을 일정한 간격마다 타공하여 철근을 삽입시켜 양단을 절곡 철판과 용접함과 아울러 전면 및 배면에 마감재로 처리함으로서 구조 개선을 구현한 조립식 보강벽체에 관한 것이다.
The present invention implements structural improvement by treating the two ends with the bending plate and the front and back as well as inserting the reinforcing bars by boring the C-shaped steel spaced between the bent iron plate and the bending iron plate, and drilling the C-shaped steel at regular intervals. One prefabricated reinforcing wall.

샌드위치 판넬의 기계적 강도를 개선하기 위한 일방안으로 개시된 대한민국 실용신안등록 제234546호(등록일자: 2001.6.5. 고안의 명칭: 보강 슬롯을 갖는 샌드위치 패널)는 도 1 내지 도 3에 도시된 바와 같이, 소정 두께와 길이와 폭을 가지는 장방형 스치로폴(EPS) 등의 단열재 양면으로 아연도 강판이나 갈바륨 강판 등의 표면재가 특수 열중합 방식에 의해 접착되어진 패널에 있어서, 전면 패널(10)과 후면 패널(10a)로 구성되는 샌드위치 패널의 전면 패널(10)의 표면에 그 단면이 반원형으로 된 세로골(4)을 길이 방향으로 연속으로 형성하고, 상기 후면패널(10a)에는 상기 세로골(4)에 직각으로 교차되어 격자상으로 보강 슬롯(2)을 형성하여 그 단면이 T형으로 형성된 보강바(8)를 끼워 나사 결합하여 구성된다.Korean Utility Model Registration No. 234546 (Registration Date: June 6, 2001. Designated Name: Sandwich Panel with Reinforcing Slot), which is disclosed as one way to improve the mechanical strength of the sandwich panel, is shown in FIGS. In a panel in which a surface material such as a galvanized steel sheet or a galvalume steel sheet is bonded to both sides of a heat insulating material such as a rectangular styropole (EPS) having a predetermined thickness, length, and width by a special thermal polymerization method, the front panel 10 and the rear panel ( On the surface of the front panel 10 of the sandwich panel composed of 10a), vertical cross-sections having a semicircular cross section are continuously formed in the longitudinal direction, and the rear panel 10a has the vertical bones 4 on the surface thereof. The cross section is formed at right angles to form a reinforcing slot 2 in a lattice shape, and a cross section is formed by screwing a reinforcing bar 8 formed in a T shape.

그러나 이러한 종래 기술은 샌드위치 패널의 기계적 강도를 개선하기 위하여 것인 반면, 후면패널(10a)에 세로골(4)에 직각 교차되는 보강 슬롯(2)을 최상단부터 최하단까지 형성하게 되어 샌드위치 패널 자체의 기계적 강도를 떨어뜨리는 동시에 보강바(8)와 전면 패널(10)이 일측에서만 체결되어 기계적 안정성이 양호하지 못한 단점이 있다.
However, while the prior art is to improve the mechanical strength of the sandwich panel, the rear panel (10a) to form a reinforcing slot (2) perpendicular to the vertical bone (4) from the top to the bottom end of the sandwich panel itself At the same time, the reinforcing bar 8 and the front panel 10 are coupled to only one side of the mechanical strength, so that the mechanical stability is not good.

또한, 샌드위치 판넬의 기계적 강도를 개선하기 위한 다른 방안으로 개시된 대한민국 등록실용신안 제215057호(등록일자: 2000.12.15., 고안의 명칭: 보강용 세로골을 가지는 샌드위치 패널)는 도 4 및 도 5에 도시된 바와 같이, 소정의 두께를 가지는 장방형의 단열재(20) 양면에 한 쌍의 표면재(30)가 부착되어 일측단에는 삽입공(110)이 마련되고 타측단에는 삽입구(112)가 마련된 경량 샌드위치 패널(100)에 있어서, 상기 한 쌍의 표면재(30)로는 각각 4개 이하의 세로골(32)이 형성되고, 상기 세로골(32)은 단면이 반원형으로 형성되며, 상세하게는 일정거리 이격된 채 형성된 세로골(32) 사이로 파형 단면의 보강선(34)이 더 성형되어 구성된다. In addition, the Republic of Korea Utility Model No. 215057 (Registration Date: December 15, 2000, the name of the invention: sandwich panel having a reinforcing vertical bone) disclosed as another way to improve the mechanical strength of the sandwich panel is shown in FIGS. 4 and 5 As shown in the figure, a pair of surface members 30 are attached to both sides of the rectangular heat insulating material 20 having a predetermined thickness so that the insertion hole 110 is provided at one end and the insertion hole 112 is provided at the other end. In the sandwich panel 100, four pairs of vertical bones 32 are formed as the pair of surface members 30, respectively, and the vertical bones 32 are formed in a semicircular cross section, in detail, a predetermined distance. The reinforcement line 34 of a corrugated cross section is further formed between the vertical bones 32 formed to be spaced apart.

그러나 이러한 종래 기술은 제조비의 절감 및 생산성을 높이며 패널의 자중 또는 외력에 의한 수직 및 수평하중에 충분히 대응할 수 있다고 주장하고 있으나, 샌드위치 패널의 실질적 기계적 강도는 개선될 수 없는 문제점이 있다.
However, the conventional technology claims that the manufacturing cost can be reduced and the productivity can be increased, and the panel can cope with the vertical and horizontal loads due to its own weight or external force. However, the actual mechanical strength of the sandwich panel cannot be improved.

상기와 같은 문제점을 해결하고자 창출된 본 발명의 목적은, 간단한 구조로 기계적 강도를 획기적으로 개선할 수 있는 조립식 보강벽체를 제공함에 있다.
An object of the present invention created to solve the above problems is to provide a prefabricated reinforcement wall that can significantly improve the mechanical strength with a simple structure.

이러한 본 발명의 목적은, 전면 마감재와; 배면 마감재와; 상기 전면 마감재와 상기 배면 마감재 사이에 제공된 한 쌍의 외곽 보강재와; 상기 외곽 보강재들 사이에 이격 제공된 적어도 하나 이상의 ㄷ자 보강재를 포함하여 구성된 조립식 보강벽체에 의해 달성될 수 있다.The object of the present invention, the front finish; Back finish; A pair of outer reinforcement provided between the front finish and the back finish; It can be achieved by a prefabricated reinforcement wall comprising at least one or more U-shaped reinforcement provided spaced between the outer reinforcement.

상세하게는, 본 발명은 상기 전면 마감재와 상기 배면 마감재는 동일한 재질로 제작된다.In detail, the present invention is the front finish and the back finish is made of the same material.

상세하게는, 본 발명의 상기 외곽 보강재는 일측 방향으로 90°절곡되어 있다.In detail, the outer reinforcement of the present invention is bent 90 ° in one direction.

보다 상세하게는, 본 발명은 상기 ㄷ자 보강재들을 각기 관통하여 양단부가 상기 외곽 보강재와 용접된 연결 보강재를 더 포함한다.More specifically, the present invention further includes a connecting reinforcing member which penetrates each of the U-shaped reinforcing members and both ends thereof are welded to the outer reinforcing member.

보다 상세하게는, 본 발명의 상기 연결 보강재는 철근이다.More specifically, the connecting reinforcement of the present invention is a rebar.

상세하게는, 본 발명의 상기 연결 보강재는 관통한 상기 ㄷ자 보강재와 용접된다.Specifically, the connection reinforcement of the present invention is welded with the U-shaped reinforcement through.

상세하게는, 본 발명은 상기 전면 마감재와 상기 배면 마감재 사이에 제공된 충전재를 더 포함한다.Specifically, the present invention further includes a filler provided between the front finish and the back finish.

상세하게는, 본 발명의 상기 ㄷ자 보강재는 C 형강이다.
Specifically, the U-shaped reinforcement of the present invention is a C-shaped steel.

이상과 같은 본 발명의 구성은 다음과 같은 장점이 있다.The configuration of the present invention as described above has the following advantages.

첫째, 본 발명은 저렴한 철판을 절곡하고, 기성품인 ㄷ자 형강을 활용함으로써 제조단가를 저렴하며 수평 및 수직 하중에 적극적으로 대응할 수 있다.First, the present invention can be inexpensive bending of the steel plate, and by using the ready-made U-shaped steel can be manufactured at low cost and can actively respond to horizontal and vertical loads.

둘째, 본 발명은 ㄷ자 형강을 일정 간격으로 타공하고 그 관통공을 통해 철근을 삽입시켜 양단부를 절곡된 철판에 용접 시공하고, 아울러 관통공의 양단에도 용접 시공함으로써 수평하중에 강력하게 대응할 수 있다.Secondly, the present invention perforates the U-shaped steel at regular intervals and inserts reinforcing bars through the through-holes to weld both ends to the bent steel plate, and also welds to both ends of the through-holes so as to cope with the horizontal load.

셋째, 본 발명은 폭 및 길이의 제한이 없으며 대량생산이 가능하다.Third, the present invention is not limited in width and length and mass production is possible.

넷째, 본 발명은 용도 및 목적에 따라 다양하게 설계변경이 용이하다.
Fourth, the present invention can be easily changed in various ways depending on the use and purpose.

도 1은 종래 기술의 일 실시예에 의한 샌드위치 판넬의 정면도이다.
도 2는 도 1 샌드위치 패널에 보강바가 결합된 상태를 나타내는 단면도이다.
도 3은 도 1 "A" 부분의 확대 사시도이다.
도 4는 종래 기술의 다른 실시예에 의한 샌드위치 판넬을 나타내는 사시도이다.
도 5는 도 4의 단면도이다.
도 6은 본 발명에 의한 조립식 보강벽체를 일부 절개한 사시도이다.
도 7은 도 6의 7-7선을 따라 자른 단면도이다.
도 8은 도 7의 "A" 부분의 확대단면도이다.
도 9는 도 7의 "B" 부분의 확대단면도이다.1 is a front view of a sandwich panel according to an embodiment of the prior art.
2 is a cross-sectional view showing a state in which the reinforcing bar is coupled to the sandwich panel of FIG.
3 is an enlarged perspective view of the portion “A” of FIG. 1.
Figure 4 is a perspective view showing a sandwich panel according to another embodiment of the prior art.
5 is a cross-sectional view of Fig.
Figure 6 is a perspective view of a partially cut prefabricated reinforcement wall according to the present invention.
FIG. 7 is a cross-sectional view taken along line 7-7 of FIG. 6.
8 is an enlarged cross-sectional view of a portion “A” of FIG. 7.
FIG. 9 is an enlarged cross-sectional view of the portion “B” of FIG. 7.

이하, 본 발명의 구성을 실시예를 참조하여 상세히 설명하면 다음과 같다.Hereinafter, the configuration of the present invention will be described in detail with reference to Examples.

도 6은 본 발명에 의한 조립식 보강벽체를 일부 절개한 사시도이고, 도 7은 도 6의 7-7선을 따라 자른 단면도이고, 도 8은 도 7의 "A" 부분의 확대단면도이고, 도 9는 도 7의 "B" 부분의 확대단면도이다.FIG. 6 is a partially cutaway perspective view of the prefabricated reinforcing wall according to the present invention, FIG. 7 is a cross-sectional view taken along the line 7-7 of FIG. 6, FIG. 8 is an enlarged cross-sectional view of a portion “A” of FIG. 7, and FIG. 9. Is an enlarged cross-sectional view of the portion "B" in FIG.

먼저, 도 6은 내부의 구조를 나타내기 위하여 충전재를 제거한 도면임을 미리 밝혀둔다.First, FIG. 6 shows in advance that the filler is removed to show the internal structure.

도 6 내지 도 9를 참조하면, 본 발명에 의한 조립식 보강벽체(100)는 전면 마감재(10)와, 배면 마감재(20)와, 마감재들(10)(20) 사이에 제공된 다수의 보강재들(30)(40)과, 보강재들(30)(40)을 각기 연결하는 연결 보강재(50)로 이루어지며, 마감재들(10)(20) 사이에 충전재(60)가 충전된다.
6 to 9, the prefabricated reinforcement wall 100 according to the present invention includes a front finishing material 10, a back finishing material 20, and a plurality of reinforcing materials provided between the finishing materials 10 and 20 ( 30 and 40 and the reinforcing materials 30 and 40 are respectively formed of connecting reinforcing materials 50, and the filler 60 is filled between the finishing materials 10 and 20.

마감재들(10)(20)은 일반적인 샌드위치 판넬의 마감재와 동일한 재질 이외에 다양한 재질로 변형 실시될 수 있다. 그리고, 마감재들(10)(20)은 동일한 재질로 제작되는 것이 바람직하다.
Finishing materials 10 and 20 may be modified in various materials in addition to the same material as the finishing material of the general sandwich panel. And, the finishing materials 10, 20 is preferably made of the same material.

외곽 보강재(30)는 보강벽체(100)의 양측단에 위치되는 것으로, 일정한 두께의 철판을 일측방향으로 절곡하여 형성되어 있다. 여기서, 외곽 보강재(30)의 형상을 도 7을 참조하여 설명하면, 가운데 부분이 오른쪽으로 90°절곡된 형상을 갖는다.
The outer reinforcing material 30 is located at both ends of the reinforcing wall 100 and is formed by bending a steel plate having a predetermined thickness in one direction. Here, the shape of the outer reinforcing material 30 will be described with reference to FIG. 7.

ㄷ자 보강재(40)는 외곽 보강재(30) 사이에 각기 이격되어 배설되는 것으로, 절곡된 양단부가 마감재들(10)(20)의 내측면들과 밀착되어 있다. 여기서, 본 발명에 적용되는 ㄷ자 보강재(40)는 C 형강을 사용하는 것이 가장 바람직하다.
The c-shaped reinforcement 40 is disposed to be spaced apart from each other between the outer reinforcement 30, the bent both ends are in close contact with the inner surface of the finish (10, 20). Here, the U-shaped reinforcement 40 to be applied to the present invention is most preferably using C-shaped steel.

그리고, 본 발명에 의한 연결 보강재(50)는 각기 대응된 ㄷ자 보강재(40)를 관통하여 양단부가 외곽 보강재(30)와 용접(W)되어 있다. 또한, 보다 바람직한 강도 개선을 위하여 연결 보강재(50)의 외주연은 ㄷ자 보강재(40)의 관통공(41)의 좌우 양측에서 용접(W)되어 있다. 여기서, 용접(W) 방법은 티그 용접이 바람직하다.The connection reinforcement 50 according to the present invention penetrates through the corresponding U-shaped reinforcement 40, respectively, and both ends thereof are welded to the outer reinforcement 30. In addition, the outer circumferential edge of the connection reinforcing material 50 is welded (W) at both the left and right sides of the through hole 41 of the U-shaped reinforcing material 40 to improve the desired strength. Here, the welding (W) method is preferably TIG welding.

또한, 연결 보강재(50)는 철근을 사용하는 것이 바람직하다.
In addition, it is preferable that the connection reinforcement 50 uses rebar.

충전재(60)은 사용하는 목적에 따라 다양한 재질로 변형 실시될 수 있으며 가장 일반적인 재질로는 PS폼, 우레탄폼 등과 발포 재질이 바람직하다.
Filler 60 may be modified to a variety of materials according to the purpose of use and the most common material is preferably a foam material such as PS foam, urethane foam.

이상과 같은 본 발명의 구성은, 전술된 실시예에 한정되어 설명되어 있으나 이에 한정되지 않고 본 발명의 기술적 사상을 토대로 변형실시될 수 있는 변형예들은 당연히 본 발명의 권리범위에 포함된다. 또한, 외곽 보강재들은 동일한 방향으로 절곡된 것이 사용되어 있으나 이에 한정되지 않고 대칭 형상을 갖도록 배설될 수 있으며, C 형강의 갯수 등은 하중에 따라 다양하게 변형실시될 수 있다.Although the configuration of the present invention as described above is limited to the above-described embodiment, but not limited thereto, modifications that may be modified based on the technical idea of the present invention are naturally included in the scope of the present invention. In addition, the outer reinforcement is used to be bent in the same direction, but is not limited to this can be disposed to have a symmetrical shape, the number of C-shaped steel, etc. can be variously modified according to the load.

그리고, 본 발명의 보강벽체는 사용목적에 따라 크기가 다양하게 변형 설계될 수 있고, 외곽 보강재와 ㄷ자 보강재의 순서를 바꾸는 것 또한 허용될 수 있다.
In addition, the reinforcing wall of the present invention may be designed in various sizes according to the purpose of use, it is also possible to change the order of the outer reinforcement and the U-shaped reinforcement.

10, 20 : 마감재 30 : 외곽 보강재
40 : ㄷ자 보강재 50 : 연결 보강재
60 : 충전재
100 : 보강벽체10, 20: finish 30: outer reinforcement
40: U-shaped reinforcement 50: Connection reinforcement
60: filling material
100: reinforcement wall

Claims (8)

전면 마감재와;
배면 마감재와;
상기 전면 마감재와 상기 배면 마감재 사이에 제공된 한 쌍의 외곽 보강재와;
상기 외곽 보강재들 사이에 이격 제공된 적어도 하나 이상의 ㄷ자 보강재를 포함하여 구성되어지되,
상기 전면 마감재와 상기 배면 마감재는 동일한 재질로 제작되고,
상기 외곽 보강재는 일측 방향으로 90°절곡되고,
상기 ㄷ자 보강재들을 각기 관통하여 양단부가 상기 외곽 보강재와 용접된 연결 보강재를 더 포함하되, 상기 연결 보강재는 철근이고,
상기 연결 보강재는 관통한 상기 ㄷ자 보강재와 용접되어지되, 상기 상기 ㄷ자 보강재는 C 형강이고,
상기 전면 마감재와 상기 배면 마감재 사이에 제공된 충전재를 더 포함하는 것을 특징으로 하는 조립식 보강벽체.With front finish;
Back finish;
A pair of outer reinforcement provided between the front finish and the back finish;
Is configured to include at least one or more U-shaped reinforcement provided spaced between the outer reinforcement,
The front finish and the back finish is made of the same material,
The outer stiffener is bent 90 ° in one direction,
Each through the U-shaped reinforcement further includes a connection reinforcement welded to the outer reinforcement and the both ends, the connection reinforcement is a reinforcing bar,
The connecting reinforcement is welded with the penetrating stiffener, the stiffener is C-shaped steel,
Prefabricated reinforcement wall, characterized in that it further comprises a filler provided between the front and back finish. 삭제delete 삭제delete 삭제delete 삭제delete 삭제delete 삭제delete 삭제delete
KR1020120054412A 2012-05-22 2012-05-22 Architectural walls reinforced by folded steel plates and steel wires KR101390505B1 (en)

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CN104533012B (en) * 2014-12-17 2016-09-07 黄军海 One can light load-bearing lumber and preparation method thereof, assembled wall board and house
CN104895243A (en) * 2015-06-17 2015-09-09 长春工程学院 Prefabricated confined concrete shear wall board
KR200484083Y1 (en) * 2015-07-08 2017-08-04 김창수 Multistage type sandwich panel
CN108487504A (en) * 2018-04-03 2018-09-04 清华大学 A kind of prefabricated assembled double steel plate shear wall combined structure of easy-to-mount unit

Citations (4)

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Publication number Priority date Publication date Assignee Title
KR19990027289U (en) * 1997-12-23 1999-07-15 신현준 Structure for reinforcing the upper track of drywall frame panel
KR20040097546A (en) * 2003-05-12 2004-11-18 주식회사 부일건화 Manufacturing method of partition wall panel
KR20060069203A (en) * 2004-12-17 2006-06-21 이창남 Steel concrete wall composed of expanded channel and y type side plate
KR20080068580A (en) * 2007-01-19 2008-07-23 가부시키가이샤 고베 세이코쇼 Wall structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR19990027289U (en) * 1997-12-23 1999-07-15 신현준 Structure for reinforcing the upper track of drywall frame panel
KR20040097546A (en) * 2003-05-12 2004-11-18 주식회사 부일건화 Manufacturing method of partition wall panel
KR20060069203A (en) * 2004-12-17 2006-06-21 이창남 Steel concrete wall composed of expanded channel and y type side plate
KR20080068580A (en) * 2007-01-19 2008-07-23 가부시키가이샤 고베 세이코쇼 Wall structure

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