EP2011931B1 - Structure de bâtiment tubulaire en trois dimensions - Google Patents

Structure de bâtiment tubulaire en trois dimensions Download PDF

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Publication number
EP2011931B1
EP2011931B1 EP06834568A EP06834568A EP2011931B1 EP 2011931 B1 EP2011931 B1 EP 2011931B1 EP 06834568 A EP06834568 A EP 06834568A EP 06834568 A EP06834568 A EP 06834568A EP 2011931 B1 EP2011931 B1 EP 2011931B1
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EP
European Patent Office
Prior art keywords
layer
hexagonal
structural
disposed
beams
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EP06834568A
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German (de)
English (en)
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EP2011931A1 (fr
EP2011931A4 (fr
Inventor
Ichiro Takeshima
Tsutomu Kamoshita
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Publication of EP2011931A4 publication Critical patent/EP2011931A4/fr
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    • 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
    • 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
    • E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
    • 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
    • E04B1/19—Three-dimensional framework structures
    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • 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
    • E04B1/19—Three-dimensional framework structures
    • E04B2001/1978—Frameworks assembled from preformed subframes, e.g. pyramids

Definitions

  • the present invention relates to an architectural structure, and particularly to a three-dimensional tubular architectural structure comprising a tubular frame having 3-dimensional structure.
  • Japanese Unexamined Patent Publication (Kokai) No. 2002-317565 discloses a so-called double-tube structure, which includes a common use zone formed at the center and a residential zone formed along the periphery, the double-tube structure comprising an outer tubular frame having ordinary rigid frame structure of rectangular grid formed from outer circumferential columns and intervening outer circumferential beams disposed along the perimeter of the residential zone, and an inner tubular frame having ordinary rigid frame structure formed from inner circumferential columns and intervening inner circumferential beams disposed along the perimeter of the common use zone.
  • Japanese Unexamined Patent Publication (Kokai) No. 2004-251056 also discloses a double-tube structure comprising an outer frame and inner frame of ordinary rigid frame structure.
  • Japanese Unexamined Patent Publication (Kokai) No. 7-197535 discloses a structure having a an outer tubular frame having crossing braces disposed in a grid of ordinary rigid frame structure formed from vertical columns and horizontal beams, wherein the outer tubular frame has a slab-like diaphragm disposed inside thereof, to ensure strength and rigidity comparable to those of the conventional pure rigid frame structure.
  • honeycomb structure constituted by connecting hexagonal cells has been known as a rugged structure, and has been used in various sections of architectural structures and as building members (Japanese Unexamined Patent Publication (Kokai) No. 9-4130 and Japanese Unexamined Patent Publication (Kokai) No. 10-18431 ).
  • Japanese Unexamined Patent Publication (Kokai) No. 9-4130 and Japanese Unexamined Patent Publication (Kokai) No. 10-18431 Japanese Unexamined Patent Publication (Kokai) No. 10-18431 .
  • hexagonal cells are connected in a horizontal plane to form a honeycomb structure and a plurality of the honeycomb structures are combined via straight vertical columns to form a multi-story structure, as disclosed in Japanese Unexamined Patent Publication (Kokai) No. 9-60301 .
  • Japanese Unexamined Patent Publication (Kokai) No. 7-3890 describes a single-layer dome frame formed by connecting units of plane of structure having hexagonal shape in beehive-like configuration.
  • the hexagonal cell is provided with a clustered column disposed vertically at the center thereof, with the top and bottom ends of the clustered column being tied to the vertices of the cell by means of tensioner members, so that the tension can be controlled by adjusting the length of the tensioner member.
  • Basic structure of the conventional tubular frame is an ordinary rigid frame structure formed by connecting rectangular cells constituted from vertical columns and horizontal beams.
  • An outer tube frame alone is often insufficient for ensuring structural stability and earthquake resistance, especially in a high-rise or super high-rise building.
  • structural constraint such as increasing the number of columns disposed per unit distance of the outer tube frame and/or the inner tube frame, providing the inner tube frame, connecting the outer tube frame and the inner tube frame with flat slabs or specific beams, adding a sub-frame within the outer tube frame, connecting a plurality of outer tube frames.
  • the technologies disclosed in Japanese Unexamined Patent Publication (Kokai) No. 2002-317565 and Japanese Unexamined Patent Publication (Kokai) No. 2004-251056 make it inevitable to employ at least a double-tube frame structure.
  • the technology disclosed in Japanese Unexamined Patent Publication (Kokai) No. 7-197535 makes it inevitable to provide horizontal slab-like diaphragms disposed inside.
  • Fig. 3A(a) shows a part of Example of the single-layer structural module A, where the rows from the first row 10A1 to the fourth row 10A4 of the hexagonal structural units are included.
  • the rows of the hexagonal structural units are disposed so that the inclined columns for the opposite sides of the hexagon are located at positions opposite to each other with respect to the plane which includes the beams.
  • different rows of the hexagonal structural units are connected so as to bend in the same direction, and therefore form a line descending from the upper left toward lower right position.
  • Fig. 3A (b) shows a part of the main frame formed by providing the single-layer structural module A having the constitution shown in Fig. 3A(a) and the single-layer structural module B of the same constitution, in multiple-layer configuration. In this case, all the portions having the shape of letter N in italics constituted from the beams and the inter-layer tie beam are disposed in the same direction. This constitution can be applied to the linear section in the cross section of the tubular frame.
  • honeycomb structure is basically a repetition of hexagonal structural units of the same size, it allows it to restrict the sizes and shapes of all columns and beams within few varieties. As a result, construction work can be made easier, construction period can be made shorter and the cost can be decreased.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (9)

  1. Structure architecturale tubulaire en trois dimensions à base d'une ossature tubulaire en trois dimensions formée par une ossature principale construite par mise en place d'une pluralité de modules structurels à une seule couche (A, B) espacés l'un de l'autre, le module structurel à une seule couche étant formé en connectant de façon rigide des unités structurelles hexagonales (10A, 10B) dont chaque côté est partagé avec les unités structurelles hexagonales adjacentes, selon une configuration en nid d'abeille, dans laquelle
    les éléments structurels qui constituent les côtés des unités structurelles hexagonales sont deux colonnes inclinées (14A, 14B, 13A, 13B) disposées à gauche et deux colonnes inclinées (15A, 15B, 16A, 16B) disposées à droite qui sont inclinées par rapport à la verticale, selon des sens opposés l'un par rapport à l'autre, et qui sont connectées l'un à l'autre, et des poutres (11A, 11 B, 12A, 12B) correspondant aux côtés supérieurs et inférieurs disposés selon la direction horizontale, avec chacune des deux colonnes inclinées (14A, 14B, 13A, 13B) disposés à gauche et les deux colonnes inclinées (15A, 15B, 16A, 16B) disposées à droite étant disposées selon un angle par rapport au plan qui comprend ledit côté supérieur et ledit côté inférieur,
    deux couches adjacentes dudit module structurel à une seule couche de ladite ossature principale sont reliées entre elles par une pluralité de poutres de raccordement inter-couche (L), chacune desdites unités structurelles hexagonales (10A, 10B) dans l'un des modules structurels à une seule couche ainsi que l'unité structurelle hexagonale correspondante de l'autre module structurel à une seule couche étant disposée afin de faire face l'une à l'autre, et
    lorsque l'ossature principale est vue de dessus, une deuxième unité structurelle hexagonale est formée à partir de poutres (11B2, 12B2, 11A, 11A2) correspondant au côté supérieur ou au côté inférieur de deux modules structurels à une seul couche adjacents, les deux colonnes inclinées (13B2, 14B2) disposées à gauche et les deux colonnes inclinées (15A1, 16A1) disposées à droite ainsi que les poutres de raccordement inter-couche (L) raccordant les deux couches, et la deuxième unité structurelle hexagonale est raccordée de façon rigide aux deuxièmes unités structurelles hexagonales adjacentes afin de former une configuration en nid-d'abeilles.
  2. La structure architecturale tubulaire tridimensionnelle selon la revendication 1, dans laquelle, lorsque l'ossature principale est vue de dessus, lesdites poutres de raccordement inter-couche (L) sont situées sur la diagonale d'un rectangle qui comprend les côtés supérieurs (12A, 12B) des deux unités structurelles hexagonales qui se font face en tant que côtés opposés du rectangle, et sur la diagonale d'un rectangle qui comprend les côtés inférieurs (11A, 11B) en tant que côtés opposés du rectangle.
  3. La structure architecturale tubulaire en trois dimensions selon la revendication 1 ou 2, dans laquelle ladite pluralité de modules structurels à une seule couche comprennent deux couches (A, B) de modules structurels à une seule couche.
  4. La structure architecturale tubulaire en trois dimensions selon l'une quelconque des revendications 1 à 3, dans laquelle, dans le cas où une dalle est prévue à l'intérieur du module de structure à une seule couche (B) disposé à la position la plus interne parmi ladite pluralité de modules de structure à une seule couche, on utilise en tant qu' éléments structurels les bords de ladite dalle au lieu de la poutre correspondant audit côté supérieur ou inférieur de ladite unité de structure hexagonale dans le module structurel à une seule couche qui a été mis en place à la position la plus interne.
  5. La structure architecturale tubulaire en trois dimensions selon l'une quelconque des revendications 1 à 4, dans laquelle aux cornières de ladite structure architecturale tubulaire en trois dimensions qui présente une forme sensiblement rectangulaire en vue de dessus, au moins le module structurel à une seule couche (A) disposé à la position la plus externe parmi ladite pluralité de modules structurels à une seule couche ainsi que le module structurel à une seule couche (B) situé vers l'intérieur par rapport à ce dernier et adjacent à celui-ci sont reliés par des poutres de raccordement inter-couche (47a, 47b, 48a, 48b) qui forment les côtés égaux d'un triangle isocèle en vue de dessus.
  6. La structure architecturale tubulaire tridimensionnelle selon l'une quelconque des revendications 1 à 5, dans laquelle ladite ossature principale comprend des sections présentant différents nombres de couches desdits module structurel à une seule couche (A, B, C).
  7. La structure architecturale tubulaire en trois dimensions selon l'une quelconque des revendications 1 à 6, dans laquelle ladite structure architecturale tubulaire en trois dimensions comprend partiellement une section formée à partir d'une seule couche (A, B, C) de ladite structure architecturale tubulaire en trois dimensions.
  8. La structure architecturale tubulaire en trois dimensions selon l'une quelconque des revendications 1 à 7, dans laquelle sont prévues une pluralité de dalles, en tant qu'ossature principale, disposées à des intervalles correspondant à la hauteur desdites unités structurelles hexagonales (10A, 10B).
  9. La structure architecturale tubulaire en trois dimensions selon l'une quelconque des revendications 1 à 7 dans laquelle sont prévues une pluralité de dalles, en tant qu'ossature principale, disposées à des intervalles correspondant à la moitié de la hauteur de ladite unité structurelle hexagonale (10A, 10B).
EP06834568A 2006-04-21 2006-12-13 Structure de bâtiment tubulaire en trois dimensions Active EP2011931B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2006118399A JP4108101B2 (ja) 2006-04-21 2006-04-21 立体チューブ建築構造体
PCT/JP2006/324813 WO2007122775A1 (fr) 2006-04-21 2006-12-13 Structure de bâtiment tubulaire en trois dimensions

Publications (3)

Publication Number Publication Date
EP2011931A1 EP2011931A1 (fr) 2009-01-07
EP2011931A4 EP2011931A4 (fr) 2009-04-15
EP2011931B1 true EP2011931B1 (fr) 2009-12-09

Family

ID=38624698

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06834568A Active EP2011931B1 (fr) 2006-04-21 2006-12-13 Structure de bâtiment tubulaire en trois dimensions

Country Status (8)

Country Link
US (1) US20100154345A1 (fr)
EP (1) EP2011931B1 (fr)
JP (1) JP4108101B2 (fr)
KR (1) KR100925296B1 (fr)
CN (1) CN101336325B (fr)
DE (1) DE602006011061D1 (fr)
TW (1) TW200741068A (fr)
WO (1) WO2007122775A1 (fr)

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WO2010016974A1 (fr) * 2008-08-08 2010-02-11 David Noble Bâtis d'espace habitable
KR101154357B1 (ko) 2009-09-08 2012-06-14 주식회사 세진에스씨엠 초고층 건축물의 전단벽 구조
AU2012278905B2 (en) * 2011-07-04 2017-07-13 Betconframe International Pty Ltd A three dimensional upwardly convex frame and a method of constructing same
RU2597417C2 (ru) * 2012-09-25 2016-09-10 Юрий Васильевич Шевнин Складной каркас сетчатой оболочки
CN103982005A (zh) * 2014-04-15 2014-08-13 安徽富煌钢构股份有限公司 一种蜂窝形钢框架柱
CN105155670A (zh) * 2015-10-07 2015-12-16 徐林波 一种模块化组合建筑
CN108953443B (zh) * 2018-07-17 2019-12-17 中国人民解放军海军工程大学 内凹八边形立方点阵夹层板结构
CN109440923A (zh) * 2018-12-17 2019-03-08 贵州大学 一种不规则蜂窝状空间网格盒式结构及制作方法
CN109898659B (zh) * 2019-03-28 2020-08-11 中国航空规划设计研究总院有限公司 一种螺旋上升式多空间结构体系
JP7435140B2 (ja) 2020-03-26 2024-02-21 株式会社大林組 構造体を有する構造物及びその構築方法
CN113006281B (zh) * 2021-03-09 2022-05-20 浙大城市学院 一种底部转换的立面大菱形网格巨型斜柱超高层结构及构成方法

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Also Published As

Publication number Publication date
TW200741068A (en) 2007-11-01
WO2007122775A1 (fr) 2007-11-01
JP4108101B2 (ja) 2008-06-25
JP2007291647A (ja) 2007-11-08
CN101336325B (zh) 2011-01-12
KR100925296B1 (ko) 2009-11-04
KR20080108079A (ko) 2008-12-11
US20100154345A1 (en) 2010-06-24
EP2011931A1 (fr) 2009-01-07
CN101336325A (zh) 2008-12-31
DE602006011061D1 (de) 2010-01-21
EP2011931A4 (fr) 2009-04-15

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