WO2001009451A1 - Élément de paroi structurel et son procédé de fabrication - Google Patents

Élément de paroi structurel et son procédé de fabrication Download PDF

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Publication number
WO2001009451A1
WO2001009451A1 PCT/JP2000/004955 JP0004955W WO0109451A1 WO 2001009451 A1 WO2001009451 A1 WO 2001009451A1 JP 0004955 W JP0004955 W JP 0004955W WO 0109451 A1 WO0109451 A1 WO 0109451A1
Authority
WO
WIPO (PCT)
Prior art keywords
wall structure
structural element
grooves
structure according
structural elements
Prior art date
Application number
PCT/JP2000/004955
Other languages
English (en)
Japanese (ja)
Inventor
Taiichi Sawada
Original Assignee
Cds International Co., Ltd.
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 Cds International Co., Ltd. filed Critical Cds International Co., Ltd.
Priority to AU60245/00A priority Critical patent/AU6024500A/en
Publication of WO2001009451A1 publication Critical patent/WO2001009451A1/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
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • E04B2/62—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members the members being formed of two or more elements in side-by-side relationship
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels

Definitions

  • the present invention relates to a wall structure and a method of manufacturing the wall structure.
  • the present invention relates to a wall structure.
  • the present invention relates to a wall structure for a building and a method for manufacturing the wall structure for a building.
  • Wall structures for buildings are usually constructed from wood.
  • wood has many shortcomings.
  • the main disadvantages of wood are its susceptibility to moisture and termite erosion. Repairing erosion of wood by moisture termites is 'expensive'. In some cases, buildings may need to be rebuilt due to erosion of timber.
  • a wall structure using a metal material such as steel.
  • the metal parts currently used for the construction of wall structures are generally channel steels with a channel-shaped cross section.
  • the problem with channels is that it is difficult to assemble them.
  • channel steel is low in strength due to the limited number of bent planes on three sides, and requires a thickness of 1.2 mm to provide the required strength to the building. Therefore, the channel steel was heavy and assembly work was difficult. As a result, the assembly work was complicated and costly.
  • an object of the present invention is to provide a wall structure that can solve the above-described problems. This object is achieved by a combination of features described in the independent claims.
  • the dependent claims define further advantageous embodiments of the present invention. Disclosure of the invention
  • the wall structure according to the first embodiment of the present invention includes a support beam installed in a substantially horizontal direction and a plurality of supports installed on the support beam at a predetermined interval substantially perpendicular to the support beam.
  • the supporting beam and the supporting column each have a structural element having
  • the three grooves of the structural element are each substantially rectangular, and that the widths of the three grooves are equal.
  • the heights of the three grooves may be equal.
  • the structural element is made of metal.
  • the support post has a set of structural elements combining two structural elements, and one set of structural elements is arranged such that the central groove of the three grooves of each structural element faces each other. Preferably, they are arranged in a row and combined.
  • the support beam has a set of structural elements combining two structural elements, and one set of structural elements is arranged so that the grooves at both ends of each of the three grooves of each structural element face each other. They may be arranged in columns and combined.
  • the mutually facing grooves of the pair of structural elements form a substantially rectangular parallelepiped space.
  • One set of structural elements may include a member for sealing or insulating the rectangular parallelepiped space within the rectangular parallelepiped space.
  • the cross section of the structural element of the support beam and the cross section of the structural element of the support column are substantially equal.
  • the support post may be coupled onto the support beam such that the position of the groove of the support column structural element coincides with the position of the corresponding groove of the support beam structural element.
  • the apparatus may further include a substrate on which the support beam is provided on the upper surface. It is preferable that the device further includes at least one plate member, and one end of the plate member is fitted into one of the three grooves of the structural element.
  • the plug member is preferably a deformable elastic body.
  • the plug member has a uniform cross section in the length direction.
  • one end of the plug member has a width equal to the groove of the structural element
  • the other end of the plug member has a width equal to the one end
  • the width direction of one end is orthogonal to the width direction of the other end.
  • the plug member may have a cut formed to extend from one end to the other end.
  • the plug member may further have holes at both ends.
  • the method for manufacturing a wall structure according to the second embodiment of the present invention includes: a structural element forming step of forming a structural element including three grooves having alternately different opening directions and having a uniform cross section in a length direction; A support beam forming step, in which structural elements are installed substantially horizontally to form a support beam, and a plurality of structural elements are installed substantially at a predetermined interval substantially perpendicular to the support beams. And a supporting column forming step of forming the supporting column.
  • the structural element forming step forms the three grooves of the structural element each having a substantially rectangular width.
  • the structural element forming step forms the heights of the three grooves of the structural element equally. It is preferable that the support pillar forming step joins the two structural elements in a row so that the central grooves of the three grooves of each structural element face each other. It is preferable that the supporting beam forming step joins the two structural elements in a line so that the grooves at both ends of the three grooves of each structural element face each other.
  • FIG. 1 shows an embodiment of the wall structure of the present invention.
  • FIG. 2 shows details of the structural element 14.
  • FIG. 3 shows details of the support beam 12 shown in FIG.
  • FIG. 4 shows details of the support column 14 and the plate member 28 shown in FIG.
  • FIG. 5 shows a plug member 36a connecting two orthogonal structural elements 14 to each other.
  • FIG. 6 shows an example using the plug member 36a shown in FIG.
  • FIG. 7 shows a plug member 36b connecting two in-line structural elements 14 to each other.
  • FIG. 8 shows an example using the plug member 36b shown in FIG.
  • FIG. 9 shows another embodiment of the wall structure.
  • FIG. 10 shows still another embodiment of the wall structure. BEST MODE FOR CARRYING OUT THE INVENTION
  • FIG. 1 shows an embodiment of the wall structure of the present invention.
  • the wall structure 10 includes a substrate 70, a supporting beam 12 installed on the substrate 70, a structural element 14 installed on the supporting beam 12 and connected to the supporting beam 12, On the structural element 14, a predetermined angle perpendicular to the structural element 14 It includes a plurality of support columns 20 installed at intervals and a plate member 28 installed between the plurality of support columns 20.
  • the support column 20 is formed by connecting two structural elements 14. By combining the two structural elements 14, a rectangular parallelepiped space 24 is formed. A closed insulating member 26 for sealing and insulating the space 24 may be provided in the rectangular space 24.
  • the support beam 12 is formed by connecting the upper structural element 14b and the lower structural element 14a.
  • FIG. 2 shows details of the structural element 14.
  • the structural element 14 includes three grooves 16a, 16b, and 16a having alternately different opening directions, and has a uniform longitudinal cross section.
  • the grooves at both ends of the three grooves are indicated by reference numeral 16a, and the groove at the center is indicated by reference numeral 16b.
  • Each of the three grooves of the structural element 14 is substantially rectangular, and each of the three grooves has the same width and height.
  • the structural element 14 is made of metal such as steel.
  • Structural element 14 includes seven planar portions 22a, 22b, 22c, 22d, 22e, 22f, and 22g by having three grooves.
  • the structural element 14 is manufactured from a metal plate such as a steel plate, an iron plate, or an aluminum plate. For example, the structural element 14 is manufactured by bending a steel plate by press working or the like. By forming the structural element 14 in the form shown in FIG. 2, the thickness of the structural element 14 can be reduced while maintaining the strength required for the structural element 14.
  • FIG. 3 shows details of the support beam 12 shown in FIG.
  • the support beam 12 has a set of structural elements combining the upper structural elements 14a and 14b.
  • Each of the upper structural elements 1 4 b and the lower structural elements 14 a is such that the grooves 16 a at both ends of the three grooves 16 a, 16 b, and 16 a face each other.
  • 4b and substructure elements 14a are arranged in a row.
  • the two channel steels 18 are opposed to each other by the upper structural element 14 b and the lower structural element 14 a, and are received in the grooves 16 a at both ends of the upper structural element 14 b and the lower structural element 14 b.
  • Combine elements 1 4 a By connecting the upper structural element 14b and the lower structural element 14a with two channel steels, a rectangular parallelepiped space 34 is formed.
  • the structural element 14 is installed on the upper structural element 14 b of the support beam 12.
  • the structural element 14 and the upper structural element such that the central groove 16b of the three grooves 16a, 16b, and 16a of the structural element 14 and the upper structural element 14b face each other. 1 4 b is Combined in a single row.
  • the lower end 32 of the plate member 28 is fitted into the groove 16a at the right end of the structural element 14 and fixed.
  • An insulating layer such as expanded polystyrene (not shown) may be inserted into the groove 16a at the left end of the structural element 14 in which the plate member 28 is not inserted.
  • One end 30 of the plate member 28 in the horizontal direction is fitted and fixed in the groove 16a at the right end of the structural element 14 of the support column 20.
  • FIG. 4 shows details of the support column 20 and the plate member 28 shown in FIG.
  • the support column 20 is configured by connecting two structural elements 14.
  • the two structural elements 14 are arranged such that the central groove 16 b of the three grooves 16 a, 16 b, and 16 a of each structural element 14 faces each other. Combined in a row.
  • the central grooves 16 b facing each other form a substantially rectangular parallelepiped space 24.
  • the rectangular parallelepiped space 24 may be filled with a closed insulating member 26 for sealing or insulating the space 24.
  • An inner panel 68 is provided so as to be in contact with the flat portion 22g of the structural element 14 of the support column 20.
  • the plate member 28 has an inner layer 64 and a steel plate 60 provided on the outer surface of the inner layer 64.
  • the inner layer 64 is formed of expanded polystyrene or the like.
  • the structural element 14 installed horizontally is installed on a support beam 12 (not shown).
  • the cross section of the horizontally installed structural element 14 and the cross section of the structural element 14 of the support column 20 are substantially equal. Therefore, when the structural element 14 of the support column 20 is installed on the structural element 14 on the support beam 12 so that the positions of the plane parts 22a and 22g on both sides coincide.
  • each groove 16a, 16b, and 16a of the structural element 14 of the support column 20 is determined by the corresponding groove 16a, 16b of the structural element 14 of the support beam 12. , And coincide with the position of 16a. Accordingly, the plate member 28 is fitted into the leftmost groove 16a of the support column 20, and the horizontally installed structural element corresponding to the leftmost groove 16a of the support column 20. The groove at the left end of 14 is fitted into the 16a. As described above, the plate member 28 is fixed by the structural element 14 and the support column 20.
  • FIG. 5 shows a plug member 36a connecting two orthogonal structural elements 14 to each other.
  • the plug member 36a has a wide portion 38 and a narrow portion 40.
  • the wide portion 38 has a length equal to the width of the groove of the structural element 14.
  • the narrow portion 40 has a width equal to the width of the groove of the structural element 14 in a direction orthogonal to the length direction of the wide portion 38.
  • the plug member 36a is formed of a deformable elastic body such as a plastic.
  • the plug member 3a is the width
  • a notch 42 is formed to extend from the end of the wide portion 38 to the narrow portion 40.
  • the cuts 42 are further formed to extend from the end of the narrow portion 40 to the wide portion 38.
  • the cut 42 extending from the end of the wide portion 38 to the narrow portion 40 is orthogonal to the cut 42 extending from the end of the narrow portion 40 to the wide portion 38.
  • the plug member 36a has holes 72 at both ends.
  • FIG. 6 shows an example using the plug member 36a shown in FIG.
  • the narrow portion 40 of the plug member 36a fits into the central groove 16b of the upper structural element 14b of the support beam 12.
  • the narrow part 40 is connected to the upper structural element so that the position of the hole 72 of the narrow part 40 matches the position of the hole 86 provided in the center groove 16 b of the upper structural element 14 b. Fits in the center groove 16b of 14b.
  • a fixing member not shown
  • the wide portion 38 of the plug member 36a is fitted into the central groove 16b of the structural element 14 that is connected to the support beam 12 so as to be orthogonal to the support beam 12.
  • the orthogonal structural members 14 and the support beams 12 are joined.
  • the wide part 38 is connected to the structural element 14b so that the position of the hole 7 2 of the wide part 3 8 matches the position of the hole 82 provided in the central groove 16b of the structural element 14. Fits in the central groove 16b.
  • the plug member 36a Fixed to element 14 Also, when the wide portion 38 is fitted into the central groove 16b of the structural element 14, the notch 42 provided in the wide portion 38 closes.
  • the configuration in which the structural elements 14 shown in FIG. 6 are orthogonal to the support beams 12 is used when the wall structure 10 constitutes a corner of a building.
  • FIG. 7 shows a plug member 36b that connects two in-line structural elements 14 to each other.
  • the blug member 36b has a uniform cross section in the longitudinal direction.
  • the plug member 36 has a width equal to the width of the groove of the structural element 14.
  • the plug member 36b is formed of a deformable elastic body such as plastic.
  • the plug members 36b are formed alternately so as to extend from the upper and lower end faces in the direction toward the inside of the plug member 36b. It has notches 4 4.
  • the plug member 36 b has holes 74 at both ends.
  • FIG. 8 shows an example using the plug member 36b shown in FIG.
  • the lower part of the plug member 36 b fits into the central groove 16 b of the upper structural element 14 b of the support beam 12.
  • the plug member 36 b is positioned so that the position of the hole 74 provided at the lower end of the plug member 36 b matches the position of the hole 86 provided in the central groove 16 b of the upper structural element 14 b. Is fitted into the central groove 16b of the upper structural element 14b.
  • a fixing member not shown
  • the upper part of the plug member 36 b is fitted into the central groove 16 b of the structural element 14 which is connected to the support beam 12 so as to be aligned with the support beam 12, so that the structure The material 14 and the support beam 12 are joined.
  • the upper part of the plug member 36 b is formed so that the position of the upper hole 74 of the plug member 36 b matches the position of the hole 82 provided in the central groove 16 b of the structural element 14.
  • the structural element 14 fits into the central groove 16b.
  • the structural element 14 can be easily assembled to manufacture the wall structure 10.
  • FIG. 9 shows another embodiment of the wall structure.
  • the wall structure 10 shown in FIG. 9 is used for an outer wall of a building.
  • the support pillar 20 is installed on the support beam 12 installed horizontally and vertically to the support beam 12.
  • a structural element 14 is fixed to the upper end 15 of the support column 20 in parallel with the support beam 12.
  • a roof beam (not shown) using the structural element 14 can be installed on the structural element 14 fixed to the upper end 15. it can.
  • the structural element 14 is fixed at a predetermined height from the support beam 12 of the support column 20 in parallel with the support beam 12.
  • a door frame 48 is fixed between the structural element 14 and the support beam 12. One end on the right side of the door frame 48 is fixed to the support column 20.
  • various accessories such as the door frame 48 can be attached to the wall structure.
  • FIG. 10 shows still another embodiment of the wall structure.
  • the channel steel 58 is mounted perpendicular to the length direction of the support column 20.
  • one end of each of a pair of channel sections 58 is connected to the grooves 16 a at both ends of the structural element 14 of one support column 20, respectively.
  • the other ends of 8 are respectively coupled to the grooves 16a at both ends of the structural element 14 of the adjacent support column 20.
  • the supporting beams 12 and the supporting columns 20 should be configured using the structural elements 14 shown in Fig. 2.
  • the support beam 12 and the support column 20 can be easily coupled to produce the wall structure 1 °.
  • the plug member 36 By using the plug member 36, the support beam 12 and the support column 20 constituted by the structural elements 14 can be more easily assembled.
  • the wall structure 10 can be easily formed by easily attaching various members such as the plate member 28 and the door frame 48 to the groove 16a or 16b of the structural element 14. Can be.
  • a wall structure can be easily manufactured by using a light and strong structural element.

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

Abstract

L'invention concerne un élément de paroi structurel comprenant une poutre support installée de manière sensiblement horizontale et une pluralité de colonnes supports disposée sur cette poutre support de manière sensiblement verticale par rapport à celle-ci, et selon des intervalles prédéfinis. La poutre support et les colonnes supports sont munies d'éléments structurels sur lesquels sont ménagées trois rainures dont les sens d'ouverture diffèrent, et qui présentent respectivement une section transversale uniforme dans le sens longitudinal.
PCT/JP2000/004955 1999-07-29 2000-07-25 Élément de paroi structurel et son procédé de fabrication WO2001009451A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU60245/00A AU6024500A (en) 1999-07-29 2000-07-25 Wall structural body and method of manufacturing the wall structural body

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AUPQ1901A AUPQ190199A0 (en) 1999-07-29 1999-07-29 Building
AUPQ1901 1999-07-29

Publications (1)

Publication Number Publication Date
WO2001009451A1 true WO2001009451A1 (fr) 2001-02-08

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ID=3816082

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2000/004955 WO2001009451A1 (fr) 1999-07-29 2000-07-25 Élément de paroi structurel et son procédé de fabrication

Country Status (4)

Country Link
AU (1) AUPQ190199A0 (fr)
MY (1) MY135463A (fr)
TW (1) TW444087B (fr)
WO (1) WO2001009451A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7022388B2 (en) 2002-06-04 2006-04-04 Teijin Dupont Films Japan Limited Laminated polyester film and laminated film
KR20110126149A (ko) 2009-02-27 2011-11-22 씨디에스 누-스틸 홈즈 인터내셔널 컴퍼니 리미티드 건물의 단위구조부재와 이 단위구조부재를 이용한 바닥 구조
JP2012505327A (ja) * 2008-10-10 2012-03-01 アルセロールミッタル コンストリュクシヨン フランス 壁のための複合パネル及びその複合パネルを作成するための方法

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5080628A (fr) * 1973-11-16 1975-06-30
JPS60123413U (ja) * 1984-01-30 1985-08-20 早乙女　邦男 Ｃ型バ−相互の結合具
JPH05340011A (ja) * 1992-06-05 1993-12-21 Noda Corp 木製枠組材及びこの木製枠組材を用いた壁工法
JPH0810102Y2 (ja) * 1990-02-23 1996-03-27 共栄工業株式会社 間仕切用パネル
JP2672836B2 (ja) * 1988-06-14 1997-11-05 立山アルミニウム工業株式会社 カーテンウオールにおける壁体取付装置
JPH1136457A (ja) * 1997-07-18 1999-02-09 Asahi Chem Ind Co Ltd 複合パネルの接合方法
JPH11280203A (ja) * 1998-03-31 1999-10-12 Cds International:Kk スチ−ルハウスの組立構造及び組立ユニット
JP2000008542A (ja) * 1998-06-29 2000-01-11 Cds International:Kk スチ−ルハウスのフレ−ム部材結合体

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5080628A (fr) * 1973-11-16 1975-06-30
JPS60123413U (ja) * 1984-01-30 1985-08-20 早乙女　邦男 Ｃ型バ−相互の結合具
JP2672836B2 (ja) * 1988-06-14 1997-11-05 立山アルミニウム工業株式会社 カーテンウオールにおける壁体取付装置
JPH0810102Y2 (ja) * 1990-02-23 1996-03-27 共栄工業株式会社 間仕切用パネル
JPH05340011A (ja) * 1992-06-05 1993-12-21 Noda Corp 木製枠組材及びこの木製枠組材を用いた壁工法
JPH1136457A (ja) * 1997-07-18 1999-02-09 Asahi Chem Ind Co Ltd 複合パネルの接合方法
JPH11280203A (ja) * 1998-03-31 1999-10-12 Cds International:Kk スチ−ルハウスの組立構造及び組立ユニット
JP2000008542A (ja) * 1998-06-29 2000-01-11 Cds International:Kk スチ−ルハウスのフレ−ム部材結合体

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7022388B2 (en) 2002-06-04 2006-04-04 Teijin Dupont Films Japan Limited Laminated polyester film and laminated film
JP2012505327A (ja) * 2008-10-10 2012-03-01 アルセロールミッタル コンストリュクシヨン フランス 壁のための複合パネル及びその複合パネルを作成するための方法
US8833023B2 (en) 2008-10-10 2014-09-16 Arcelormittal Construction France Composite panel for a wall and method for making same
KR20110126149A (ko) 2009-02-27 2011-11-22 씨디에스 누-스틸 홈즈 인터내셔널 컴퍼니 리미티드 건물의 단위구조부재와 이 단위구조부재를 이용한 바닥 구조
US8713867B2 (en) 2009-02-27 2014-05-06 Cds Nu Steel Holdings Limited Unit structural member for building and floor structure utilizing the unit structural member

Also Published As

Publication number Publication date
AUPQ190199A0 (en) 1999-08-19
MY135463A (en) 2008-04-30
TW444087B (en) 2001-07-01

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