WO2006057095A1 - Structure de paroi ouverte dans une maison en acier - Google Patents

Structure de paroi ouverte dans une maison en acier Download PDF

Info

Publication number
WO2006057095A1
WO2006057095A1 PCT/JP2005/013778 JP2005013778W WO2006057095A1 WO 2006057095 A1 WO2006057095 A1 WO 2006057095A1 JP 2005013778 W JP2005013778 W JP 2005013778W WO 2006057095 A1 WO2006057095 A1 WO 2006057095A1
Authority
WO
WIPO (PCT)
Prior art keywords
opening
side wall
frame member
wall
vertical
Prior art date
Application number
PCT/JP2005/013778
Other languages
English (en)
Japanese (ja)
Inventor
Yoshimichi Kawai
Kazunori Fujihashi
Shigeaki Tohnai
Koji Hanya
Original Assignee
Nippon Steel Corporation
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 Nippon Steel Corporation filed Critical Nippon Steel Corporation
Priority to US10/561,637 priority Critical patent/US20070107352A1/en
Publication of WO2006057095A1 publication Critical patent/WO2006057095A1/fr

Links

Classifications

    • 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
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/08—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of metal
    • 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
    • E04C2/08—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of metal, e.g. sheet metal

Definitions

  • the present invention relates to a structure of an opening wall in a steel house.
  • a steel house is a house that can be said to be one-by-one of a steel plate.
  • the steel house frame material is formed by rolling a thin steel plate into a groove shape with a groove or a cross-sectional shape such as a box shape. In addition, this frame material is formed so that its width dimension meets a predetermined specification.
  • it is common to construct a reinforced frame material in which multiple frames are joined with drill screws, and to construct the main frame of the building by joining these steel materials with drill screws. .
  • the steel house consists of a lower frame material 1 and a plurality of vertical frame materials 2 that are set up at predetermined intervals, and the upper frame material 3 is connected between the upper ends of each vertical frame material 2.
  • a structural face member ⁇ ⁇ is fixed to the wall frame member composed of the lower frame member 1, the vertical frame member 2 and the upper frame member 3 via a drill screw 2 3.
  • the steel house has openings 8 such as doorways 8a and windows 8b.
  • the upper frame material 3 to which the structural face material 7 is attached has side joists 5 a and end joists 5 b supported, and both joists 5 a and 5 b are assembled in a rectangular shape. So A plurality of floor joists 10 are provided at predetermined intervals in parallel with the side joists 5 a, and both ends of the long floor joists 10 are received by the front joists 5 b and the floor beams 12 respectively. One end of the short floor joist 10 is coupled to the front joist 5b, and the other end is coupled to the floor beam 12 (or rolling stopper 10d). 10c).
  • one end of the opening side joist 10b is coupled to the end joist 5b, and the other end is coupled to the floor opening joist 10a.
  • the floor frame material 14 formed between the floor joists 10 and the floor beam 12 is provided with a structural face material 13.
  • openings 8 such as doorways 8 a and 8 b are provided.
  • the vertical frame material 2 does not exist. For this reason, in the opening 8, there is no longitudinal support column that supports the vertical load from the upper floor such as the roof, but the portion of the opening 8 becomes weak in strength. Therefore, in order to reinforce the upper part of the opening 8, a lintel 15 is provided on the opening 8.
  • FIG. 8 shows details of the mounting position of the lintel 15.
  • the upper frame material 3 and the lintel frame material 17 are provided above and below the lintel 15 of the window 8 b (opening 8).
  • a lintel vertical frame member 19 is provided therebetween.
  • both ends of the lintel 15 are attached to the lintel support 20 via the lintel support 21, and the lintel support 20 is fixed to the vertical frame member 22 for lintel support attachment.
  • the lower and upper ends of the vertical frame member 22 for attaching the lintel support are fixed to the lower frame member 1 and the upper frame member 3 with a drill screw ⁇ ⁇ ⁇ ⁇ , respectively.
  • the opening lower frame member 24 is supported at the lower end by the upper end of the opening lower vertical frame member 25 to which the lower frame member 1 is fixed, or via a receiving member 24a.
  • a structural face material is fixed to the opening lower frame member 24 and each frame member disposed above the opening frame member 24 with a drill screw 23 to form a vertical wall 26.
  • the opening lower frame member 24 and each frame member arranged below it are structured.
  • the face material is fixed with a drill screw 23 to constitute a waist wall 27.
  • a structural face material is fixed to the vertical frame member 22 for attaching the lintel support and the frame material (vertical frame material 2 a) on both outer sides thereof with a drill screw 23 to form a side wall 28.
  • the side wall 28 swings with respect to the applied horizontal force.
  • the side wall 28 is loosely connected to the hanging wall 26 and the waist wall 27. As a result, no horizontal force is transmitted to them. In other words, almost all of the horizontal force applied to the periphery of the opening 8 is carried by the side wall 28 and is canceled through the swinging of the side wall 28.
  • each side wall 28 becomes less resistant to horizontal shaking caused by an earthquake or the like, and as a result, the amount of deformation in the horizontal direction becomes larger.
  • the pulling force represented by the downward vector, the compressive force represented by the upward vector, the rightward force, and the leftward force are alternated as indicated by the arrows in FIG. And it works cyclically.
  • the forces acting in these directions are in the relationship of action and reaction, and are balanced with each other. Therefore, the greater the left / right swing, the greater the pulling force and compression force.
  • the pull-out force is the sum of the vector amounts in the dotted ellipse (mouth) shown in Fig. 11. Therefore, as the pull-out force increases, the compression force increases.
  • compression force it is necessary to increase the size of the vertical frame material to which the side wall 28 is attached, and to make the hole-down hardware for mounting the vertical frame material to the foundation more robust. Therefore, it is necessary to increase the size, and it is necessary to increase the strength by constructing a thick anchor for fixing the hole-down hardware to the concrete foundation.
  • FIG. 12 shows the relationship between the shear strength and the shear deformation amount of the side wall 28 provided on both sides of the opening 8.
  • the shear stress gradually increases according to the amount.
  • the frame material around the opening 8 is reinforced with a hole-down hardware, the initial rigidity can be improved as shown in q in the figure, while the breaking stress is large. It will increase.
  • the present invention has been devised in view of the above-described problems, and the object of the present invention is to provide a steel house that can keep the breaking strength low while maintaining the initial rigidity at a high level.
  • the side wall is provided with a side wall so that the side wall is sandwiched between the vertical wall panel and the waist wall panel, and the side wall is fixed to the side wall frame.
  • An opening upper frame member to which the lower end portion of the vertical wall panel is fixed and an opening lower frame member to which the upper end portion of the waist wall panel are fixed are fixed to the respective horizontal frame members constituting the through wall fittings.
  • the structure of the opening wall in the steel house to which the present invention is applied includes the opening upper frame material to which the lower end portion of the hanging wall panel is fixed, and the opening lower frame material to which the upper end portion of the waist wall panel is fixed, and these Openings formed by vertical frame members erected on both sides, outer vertical frame members respectively arranged on the outer sides of the vertical frame members, and between the upper and lower ends of the vertical frame members and the outer vertical frame members
  • FIG. 1 is a perspective view of a reinforcing structure to which the present invention is applied.
  • FIG. 2 is a diagram for explaining a framework of a reinforcing structure to which the present invention is applied. '
  • FIG. 3 is a diagram for explaining an arrangement position of each wall panel in the reinforcing structure to which the present invention is applied.
  • Fig. 4 is a diagram for explaining the behavior when a horizontal force is applied to the reinforcing structure.
  • Fig. 5 is another diagram for explaining the behavior when a horizontal force is applied to the reinforcing structure.
  • FIG. 6 is a diagram showing the relationship of the shear stress to the shear deformation amount of the side wall provided on both sides of the opening.
  • FIG. 7 is a diagram for explaining the structure of the steel house.
  • FIG. 8 is a diagram showing details of the position where the lintel is attached.
  • FIG. 9 is a diagram for explaining each fixing position of the structural face material.
  • FIG. 10 is a diagram showing the behavior when a horizontal force is applied to the conventional vertical wall, waist wall, and side wall.
  • FIG. 11 is another diagram showing the behavior when horizontal force is applied to the conventional vertical wall, waist wall, and side wall.
  • FIG. 12 is a diagram for explaining the problem of the present invention. BEST MODE FOR CARRYING OUT THE INVENTION
  • a reinforcing structure 50 to which the present invention is applied is a structure for reinforcing an opening 51 typified by an entrance / exit of a steel house or a window as shown in FIGS.
  • the framework of this reinforcing structure 50 is composed of a plurality of frame members 53 that are raised from the lower frame member 52 at predetermined intervals. It is fixed to the opening lower frame member 54.
  • a plurality of frame members 56 are lowered from the upper frame member 55 at a predetermined interval, and the lower ends of the frame members 56 are fixed to the upper opening frame member 57.
  • a vertical frame member 58 standing on both sides of the opening 51 formed between the opening upper frame member 57 and the opening lower frame member 54, and arranged outside each vertical frame member 58, respectively.
  • the side wall frame body 64 made of 62 is formed on both sides.
  • the reinforcing structure 50 has a vertical frame member 121 having a rectangular cross section from the lower frame member 52 to the upper frame member 55. It becomes.
  • an intermediate vertical frame member 131 is started up from the lower frame member 52 to the upper frame member 55.
  • the outer vertical frame member 59 may be started up from the lower frame member 52 to the upper frame member 55.
  • side upper frame members 157 are further disposed at both ends of the opening upper frame member 57
  • side surface lower frame members 154 are further disposed at both ends of the opening lower frame member 54. That is, the opening upper frame member 57, the side upper frame member 157, and the opening
  • the subordinate frame material 54 and the side surface lower frame material 1 54 are arranged in a state of being divided from each other at the same height.
  • the vertical frame member 1 2 1 includes a plate (not shown) for laying the opening upper frame member 57 and the side upper frame member 57, respectively, or the opening lower frame member 54 and the side lower frame member 1 respectively.
  • a notch (not shown) for passing a plate (not shown) for erection with 54 may be provided.
  • a vertical wall panel 71 as shown in FIG. 3 is attached to the upper frame member 5 5, the opening upper frame member 57, and the side upper frame member 1 57. Further, a waist wall panel 72 is attached to the opening lower frame member 54, the side lower frame member 1 54, and the lower frame member 52. That is, the lower end portion of the hanging wall panel 71 is fixed to the upper opening frame member 57, and the upper end portion of the waist wall panel 72 is fixed to the lower opening frame member 54. Note that both ends of the vertical wall panel 71 and the waist wall panel 72 may be extended to the vicinity of the position where the outer vertical frame member 59 is formed.
  • a side wall 73 is attached to the side wall frame 64. As shown in FIG. 3, the side wall 73 is fixed to the side wall frame 64 so as to be sandwiched between the vertical wall panel 71 and the waist wall panel 72.
  • Each frame is made of channel steel with a web and flanges connected to both ends by bending a thin steel plate with a thickness of about 1.0 mm to 1.6 mm.
  • the lower frame member 52 is composed of a web 52a and flanges 52b provided on both sides of the web 52a.
  • a frame 53 consisting of a flange 53 b on both sides of the web and a lip 53 c at the end of the flange 53 b is inserted from a substantially vertical direction, and a drill screw (not shown) is placed in the overlap portion. Constructed by joining together.
  • the opening lower frame member 54 includes a web 54 a and flanges 54 b provided on both sides of the web 54 a.
  • the frame member 53 is inserted from a substantially vertical direction. Configured. Further, the back side of the web is bonded to each other so that the cross section of the side lower frame material 154 and the horizontal frame material 62 is substantially H-shaped. The side lower frame material 154 and the horizontal frame material 62 are bonded to each other by placing a connection metal 81 such as a drill screw. As a result, the side wall portion of the vertical wall panel 71 or the waist wall panel 72 is fixed by the connection hardware 81.
  • a connection metal 81 such as a drill screw
  • connection hardware 8 1 is not limited to a drill screw, and may be composed of any other stopper such as a port and nut. Further, instead of placing the connection hardware 81, any other joining means such as welding may be used.
  • the side upper frame material 157 composed of the web 157 a and the flange 157 b provided on both sides of the web 157 a is between the horizontal frame material 61 composed of the web 6 1 a and the flange 6 1 b.
  • the back surfaces are bonded to each other so that the cross section is substantially H-shaped.
  • the side-side upper frame member 157 and the horizontal frame member 61 are joined to each other by placing a connection hardware 81.
  • the horizontal force is transmitted to the reinforcing structure 50, so that the entire reinforcing structure 50 is deformed in the horizontal direction.
  • the reinforcing structure 50 to which the present invention is applied since the length of the side wall 73 is shorter than that of the conventional opening structure, the initial rigidity of the side wall 73 itself is increased.
  • the strength structure of the reinforcing structure 50 is not affected by the horizontal force, and the flanges 61, 62 of the horizontal frame members 61, 62 to which the side wall 73 is fixed.
  • the connection hardware 81 placed on a and 62a is elastically or plastically deformed in the horizontal direction based on the horizontal force.
  • this reinforcing structure 50 can suppress the deformation of the side wall itself, and therefore, even when a slight vibration is applied to the steel house, this is greatly suppressed. Is possible.
  • this reinforcing structure 50 since the side wall 73 is connected to the vertical wall panel 71 and the waist wall panel 72 via the connection hardware 81, a horizontal force is applied to the reinforcing structure 50.
  • the horizontal force applied to the vertical wall panel and the waist wall panel can be shared to some extent.
  • the deformation of 73 is more restrained. That is, since the stress applied to the side wall 73 is reduced by the connected vertical wall panel 71 and the waist wall panel 72, the cross section of the side wall 73 can be designed to be smaller.
  • the side wall 73 does not break immediately as shown in FIG.
  • a place where the strength of the reinforcing structure 50 is weak is responsible for the horizontal force, and the drill is placed on the flanges 6 1 a and 62 a of the horizontal frame members 61 and 62 to which the face material of the side wall 73 is fixed.
  • the screw 23 (connecting hardware) is deformed based on the horizontal force, and eventually the joint portion of the drill screw 23 is destroyed. Such rupture of the drill screw 23 causes a reduction in the fracture stress of the entire reinforcing structure 50.
  • this reinforcing structure 50 does not significantly improve the final rupture stress compared to the prior art when a large horizontal force based on an earthquake or the like is applied. It is possible to avoid a state in which a high-strength structure is provided only in a part. For this reason When a large horizontal force is applied to the steel house due to an earthquake or the like, stress is not concentrated on the reinforcing structure 50 around the opening, and a large load is also applied to other components. Disappear.
  • Figure 6 shows the relationship between the shear stress and the shear deformation of the side wall provided on both sides of the opening.
  • the behavior u of the reinforcing structure 50 to which the present invention is applied can suppress the improvement in breaking stress while maintaining the initial rigidity at a high level. It is possible to suppress stress concentration.
  • the reinforcing structure 50 of the opening 51 that constitutes the window and entrance of the steel house has been described as an example.
  • the present invention is not limited to such a place, and the steel house is configured. Of course, it may be applied to any opening.
  • a side wall is provided so as to be sandwiched between the vertical wall panel and the waist wall panel, and for each horizontal frame member constituting the side wall frame to which the side wall is fixed, the vertical wall
  • the upper frame material of the opening to which the lower end of the panel is fixed and the lower frame material of the opening to which the upper end of the waist wall panel are fixed are fixed through the connection hardware.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

La présente invention concerne une structure de renforcement d’une paroi ouverte dans une maison en acier capable de supprimer une contrainte de rupture tout en maintenant particulièrement une rigidité initiale à un niveau élevé. Des parois latérales (73) sont formées pour être maintenues entre des panneaux de parois rideaux (71) et panneaux tympans (72) et un matériau de cadre supérieur de partie d’ouverture (57) auquel les parties d’extrémité inférieures des panneaux de murs rideaux (72) sont fixées et un matériau de cadre inférieur de partie d’ouverture (54) auquel les parties d’extrémité supérieures des panneaux d’allège (72) sont fixées, à travers des métaux de connexion (81), sont fixés aux matériaux de cadres latéraux formant des corps de cadre (64) pour parois latérales auxquels lesdites parois latérales (73) sont fixées.
PCT/JP2005/013778 2004-11-25 2005-07-21 Structure de paroi ouverte dans une maison en acier WO2006057095A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US10/561,637 US20070107352A1 (en) 2005-07-21 2005-07-21 Construction of wall opening in steel house

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2004340687A JP3811489B2 (ja) 2004-11-25 2004-11-25 スチールハウスにおける開口壁の構造
JP2004-340687 2004-11-25

Publications (1)

Publication Number Publication Date
WO2006057095A1 true WO2006057095A1 (fr) 2006-06-01

Family

ID=36497841

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2005/013778 WO2006057095A1 (fr) 2004-11-25 2005-07-21 Structure de paroi ouverte dans une maison en acier

Country Status (5)

Country Link
JP (1) JP3811489B2 (fr)
KR (1) KR100673628B1 (fr)
CN (1) CN100513716C (fr)
TW (1) TWI295332B (fr)
WO (1) WO2006057095A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107299699A (zh) * 2017-06-26 2017-10-27 东南大学 装配式空腔剪力墙水平接缝齿槽式干式连接结构

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5940815B2 (ja) * 2012-01-25 2016-06-29 株式会社熊谷組 構造スリットの形成方法
CN103233510B (zh) * 2013-04-24 2015-08-12 北京工业大学 能开窗洞口的钢桁架支撑及含此支撑的钢桁架筒体结构
CN110241799A (zh) * 2019-06-14 2019-09-17 上海外高桥造船有限公司 海工设备
CN110805161B (zh) * 2019-11-13 2021-07-30 义乌市圣涛装饰有限公司 复合建筑墙体

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001140448A (ja) * 1999-11-17 2001-05-22 Daiwa House Ind Co Ltd 乾式取付タイルプレセット外壁パネル

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1085764C (zh) * 1999-12-30 2002-05-29 王康强 高层建筑钢结构安装的施工方法
CN2480445Y (zh) * 2001-05-25 2002-03-06 上海力安建筑技术有限公司 接插式围护墙体
CN2496948Y (zh) * 2001-07-10 2002-06-26 高文展 钢框架复合外墙板与梁、柱及墙板间的连接结构

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001140448A (ja) * 1999-11-17 2001-05-22 Daiwa House Ind Co Ltd 乾式取付タイルプレセット外壁パネル

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107299699A (zh) * 2017-06-26 2017-10-27 东南大学 装配式空腔剪力墙水平接缝齿槽式干式连接结构
CN107299699B (zh) * 2017-06-26 2019-05-21 东南大学 装配式空腔剪力墙水平接缝齿槽式干式连接结构

Also Published As

Publication number Publication date
CN1839236A (zh) 2006-09-27
KR100673628B1 (ko) 2007-01-24
JP3811489B2 (ja) 2006-08-23
KR20060086265A (ko) 2006-07-31
TWI295332B (en) 2008-04-01
TW200617247A (en) 2006-06-01
CN100513716C (zh) 2009-07-15
JP2006152562A (ja) 2006-06-15

Similar Documents

Publication Publication Date Title
CN100582405C (zh) 钢结构房屋的结构形式及构筑方法
KR20180010833A (ko) 헌치를 이용한 철근콘크리트 보-기둥 내진 보강 접합부
CN1878917B (zh) 钢结构房屋的面板结构及面板构筑方法
WO2006057095A1 (fr) Structure de paroi ouverte dans une maison en acier
TW201627561A (zh) 既存建築物的補強構造體
JP5711897B2 (ja) 既存建物の耐震補強工法および耐震補強フレーム
JP2009235812A (ja) 建築用パネル接合構造及び方法、建築構造物
JP2006299663A (ja) 壁パネル材及び建築物の壁構築工法
JP5308167B2 (ja) ユニット式建物
JP3984571B2 (ja) スチールハウスにおける開口壁の補強構造
WO2006073000A1 (fr) Structure de renforcement pour mur a embrasures dans une habitation a ossature en acier
JP2019108776A (ja) 木造建築物の補強構造及び補強方法
JP5690771B2 (ja) 胴縁ブレース耐震壁
WO2022029990A1 (fr) Bâtiment
JP7281165B2 (ja) 柱梁架構および骨組
JP3125056U (ja) 枠組壁工法建築物の耐震構造及び耐震補強金具
JP2005179981A (ja) 構造物の制震構造
JPH02248577A (ja) 既存ｒｃ造の鉄骨による耐震補強構造
JP2013249726A (ja) 既設鉄骨建築物における耐震補強構造体等
JP2024030307A (ja) 吊り天井の耐震補強構造及び吊り天井の耐震補強構造の施工方法
JP4165417B2 (ja) 間仕切り壁構造
JP2020101010A (ja) 耐力壁
JP3125986U (ja) カーテンウォール
JP5681442B2 (ja) 胴縁ブレース耐震壁
JP2012122275A (ja) 壁式構造の枠材、壁パネルおよび壁式構造

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 2007107352

Country of ref document: US

Ref document number: 10561637

Country of ref document: US

WWE Wipo information: entry into national phase

Ref document number: 20058004196

Country of ref document: CN

Ref document number: 1020057024640

Country of ref document: KR

AK Designated states

Kind code of ref document: A1

Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BW BY BZ CA CH CN CO CR CU CZ DE DK DM DZ EC EE EG ES FI GB GD GE GH GM HR HU ID IL IN IS KE KG KM KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NA NG NI NO NZ OM PG PH PL PT RO RU SC SD SE SG SK SL SM SY TJ TM TN TR TT TZ UA UG US UZ VC VN YU ZA ZM ZW

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): BW GH GM KE LS MW MZ NA SD SL SZ TZ UG ZM ZW AM AZ BY KG KZ MD RU TJ TM AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LT LU LV MC NL PL PT RO SE SI SK TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG

121 Ep: the epo has been informed by wipo that ep was designated in this application
WWP Wipo information: published in national office

Ref document number: 1020057024640

Country of ref document: KR

WWG Wipo information: grant in national office

Ref document number: 1020057024640

Country of ref document: KR

WWP Wipo information: published in national office

Ref document number: 10561637

Country of ref document: US

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 05767364

Country of ref document: EP

Kind code of ref document: A1