EP2011931B1 - Dreidimensionale röhrenförmige gebäudestruktur - Google Patents

Dreidimensionale röhrenförmige gebäudestruktur 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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Prior art keywords
layer
hexagonal
structural
disposed
beams
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EP06834568A
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English (en)
French (fr)
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EP2011931A1 (de
EP2011931A4 (de
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/de
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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. Dreidimensionale röhrenförmige Baukonstruktion basierend auf einem dreidimensionalen Röhrenrahmen, gebildet aus einem Hauptrahmen, der gebildet ist durch Errichtung einer Vielzahl von einlagigen Strukturmodulen (A, B), mit einer Beabstandung zueinander, wobei ein einlagiges Strukturmodul gebildet ist durch starre Verbindung hexagonaler Struktureinheiten (10A,10B), wobei jede Seite hiervon mitbenutzt ist durch angrenzende hexagonale Struktureinheiten, in Honigwabenanordnung, wobei die Strukturelemente, welche die Seiten der hexagonalen Struktureinheiten bilden, zwei auf der linken Seite und zwei auf der rechten Seite angeordnete Säulen (14A, 14B, 13A, 13B) bzw. (15A, 15B, 16A, 16B), die in Bezug auf eine Vertikale in entgegengesetzte Richtungen zueinander geneigt sind und miteinander verbunden sind, und in horizontaler Richtung angeordnete Träger (11A, 11B, 12A, 12B) sind, entsprechend der Ober- und der Bodenseite, wobei jede der zwei geneigten Säulen (14A, 14B, 13A, 13B), die an der linken Seite angeordnet sind und die zwei geneigten Säulen (15A, 15B, 16A, 16B), die auf der rechten Seite angeordnet sind, mit einem Winkel zu der Ebene angeordnet sind, welche Ebene die Oberseite und die Bodenseite einschließt, wobei weiter zwei Lagen der einlagigen Strukturmodule des Hauptrahmens miteinander durch eine Vielzahl von Zwischenlagen-Anbindungsträger (L) verbunden sind, wobei jede der hexagonalen Struktureinheiten (10A,10B) in einer der einlagigen Strukturmodule und eine entsprechende einer der hexagonalen Struktureinheiten in dem anderen einlagigen Strukturmodul gegenüberliegend zueinander angeordnet sind, und in einer Draufsicht auf den Hauptrahmen eine zweite hexagonale Struktureinheit aus Trägern (11B2, 12B2, 11A1, 11A2) gebildet ist entsprechend der Oberseite oder der Bodenseite von zwei angrenzenden einlagigen Strukturmodulen, wobei die zwei links angeordneten geneigten Säulen (13B2,14B2) und die zwei auf der rechten Seite angeordneten geneigten Säulen (15A1,16A1) und die Zwischenlagen-Verbindungsträger (L), welche die beiden Lagen verbinden, und die zweite hexagonale Struktureinheit starr verbunden sind mit den angrenzenden zweiten hexagonalen Struktureinheiten, um so eine Honigwabenanordnung zu bilden.
  2. Dreidimensionale röhrenförmige Baukonstruktion nach Anspruch 1, wobei in einer Draufsicht auf den Hauptrahmen die Zwischenlagen-Verbindungsträger (L) auf der Diagonalen eines Rechteckes angeordnet sind, welches die Oberseiten (12A, 12B) der zwei hexagonalen Struktureinheiten, die einander gegenüberliegen, als gegenüberliegende Seiten des Rechteckes umfasst, und auf der Diagonalen eines Rechteckes, welche die Bodenseiten (11A,11B) als gegenüberliegende Seiten des Rechteckes umfasst.
  3. Dreidimensionale röhrenförmige Baukonstruktion nach Anspruch 1 oder 2, wobei die Mehrzahl der einlagigen Strukturmodule zwei Lagen (A, B) von einlagigen Strukturmodulen aufweist.
  4. Dreidimensionale röhrenförmige Baukonstruktion nach einem der Ansprüche 1 bis 3, wobei in dem Fall, dass innerhalb des an der innersten Stelle unter der Mehrzahl von einlagigen Strukturmodulen angeordneten einlagigen Strukturmoduls (B) eine Platte vorgesehen ist, Kanten der Platte verwendet sind als Strukturelemente anstelle des Trägers, entsprechend der Oberseite oder der Unterseite der hexagonalen Struktureinheit in dem einlagigen Strukturmodul, errichtet an der innersten Stelle.
  5. Dreidimensionale röhrenförmige Baukonstruktion nach einem der Ansprüche 1 bis 4, wobei an Ecken der dreidimensionalen röhrenförmigen Baukonstruktion, die eine im Wesentlichen rechteckige Form in der Draufsicht aufweist, zumindest das einlagige Strukturmodul (A), das an der äußersten Stelle unter einer Mehrzahl von einlagigen Strukturmodulen angeordnet ist und das einlagige Strukturmodul (B), das innerhalb von und angrenzend an das Erstgenannte angeordnet ist, verbunden sind durch Zwischenlagen-Verbindungsträger (47a, 47, 48a, 48b), welche gleiche Seiten eines gleichschenkligen Dreiecks in der Draufsicht bilden.
  6. Dreidimensionale röhrenförmige Baukonstruktion nach einem der Ansprüche 1 bis 5, wobei der Hauptrahmen Abschnitte aufweist, die unterschiedliche Anzahlen von Lagen von einlagigen Strukturmodulen (A, B, C) aufweisen.
  7. Dreidimensionale röhrenförmige Baukonstruktion nach einem der Ansprüche 1 bis 6, wobei die dreidimensionale röhrenförmige Baukonstruktion teilweise einen Abschnitt aufweist, der von einer Lage (A, B, C) der dreimensionalen röhrenförmigen Baukonstruktionen gebildet ist.
  8. Dreidimensionale röhrenförmige Baukonstruktion nach einem der Ansprüche 1 bis 7, wobei eine Mehrzahl von Platten vorgesehen ist, als Hauptrahmen, in Abständen entsprechend der Höhe der hexagonalen Struktureinheit (10A,10B).
  9. Dreidimensionale röhrenförmige Baukonstruktion nach einem der Ansprüche 1 bis 7, wobei eine Mehrzahl von Platten vorgesehen ist, als Hauptrahmen, in Abständen entsprechend einer Hälfte der Höhe der hexagonalen Struktureinheit (10A, 10B).
EP06834568A 2006-04-21 2006-12-13 Dreidimensionale röhrenförmige gebäudestruktur Active EP2011931B1 (de)

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 (ja) 2006-04-21 2006-12-13 立体チューブ建築構造体

Publications (3)

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

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Family Applications (1)

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EP06834568A Active EP2011931B1 (de) 2006-04-21 2006-12-13 Dreidimensionale röhrenförmige gebäudestruktur

Country Status (8)

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

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CN102149878B (zh) * 2008-08-08 2012-11-14 D·诺布尔 可居住的空间框架
KR101154357B1 (ko) 2009-09-08 2012-06-14 주식회사 세진에스씨엠 초고층 건축물의 전단벽 구조
EP2729631B1 (de) * 2011-07-04 2019-03-06 Betconframe International Pty Ltd Verfahren zur herstellung eines dreidimensionalen aufwärtskonvexen rahmen
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
WO2007122775A1 (ja) 2007-11-01
TW200741068A (en) 2007-11-01
JP4108101B2 (ja) 2008-06-25
EP2011931A1 (de) 2009-01-07
DE602006011061D1 (de) 2010-01-21
EP2011931A4 (de) 2009-04-15
KR20080108079A (ko) 2008-12-11
CN101336325B (zh) 2011-01-12
CN101336325A (zh) 2008-12-31
JP2007291647A (ja) 2007-11-08
KR100925296B1 (ko) 2009-11-04
US20100154345A1 (en) 2010-06-24

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