CA2620488A1 - Architectural structure - Google Patents

Architectural structure Download PDF

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Publication number
CA2620488A1
CA2620488A1 CA002620488A CA2620488A CA2620488A1 CA 2620488 A1 CA2620488 A1 CA 2620488A1 CA 002620488 A CA002620488 A CA 002620488A CA 2620488 A CA2620488 A CA 2620488A CA 2620488 A1 CA2620488 A1 CA 2620488A1
Authority
CA
Canada
Prior art keywords
architectural structure
frame
outer peripheral
structural unit
main frame
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
CA002620488A
Other languages
French (fr)
Other versions
CA2620488C (en
Inventor
Ichiro Takeshima
Tsutomu Kamoshita
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Individual
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=36991039&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=CA2620488(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of CA2620488A1 publication Critical patent/CA2620488A1/en
Application granted granted Critical
Publication of CA2620488C publication Critical patent/CA2620488C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • 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
    • E04B1/34—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
    • E04B1/3404—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 supported by masts or tower-like 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
    • E04B2001/0053—Buildings characterised by their shape or layout grid

Landscapes

  • 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)

Abstract

[PROBLEMS] To provide a building structure with a tube frame formed of a novel basic structure capable of securing excellent structural stability and quake-resistance in buildings, particularly, high rises and skyscrapers, and realizing the larger degree of freedom of design than that of a conventional building structure with a tube frame. [MEANS FOR SOLVING THE PROBLEMS] This building structure includes the outer peripheral tube frame having a main frame formed by rigidly joining hexagonal structural units to each other in a honeycomb shape. The hexagonal structural unit includes columns and a part of a beam or a slab. Specifically, in the hexagonal structural unit, two sides, each of which is formed by connecting, to each other, two tilted columns tilted reverse to each other in the vertical direction, are disposed symmetrical bilaterally, and either of a part of the beam or a part of the slab is disposed on the upper side and the lower side of the unit along the horizontal direction.

Claims (19)

1. An architectural structure comprising an outer peripheral tube frame as a main frame in which each edge of a hexagon structural unit having six edges is shared with an adjacent unit and each edge is rigidly connected to the adjacent unit in a honeycomb-shape; wherein the hexagon structural unit arranges two edges such that right and left are symmetric, two edges where two inclined pillars inclined in an opposite direction are connected, and any of a beam or one part of a slab is respectively provided at an upper side and a lower side along a horizontal direction.
2. An architectural structure as claimed in claim 1, comprising a plurality of slabs as a main frame at the same interval as height of the hexagon structural unit.
3. An architectural structure as claimed in claim 2, comprising a sub frame where a space between slabs are partitioned into four layers.
4. An architectural structure as claimed in claim 1, comprising a plurality of slabs as the main frame at the same interval as one-second height of the hexagon structural unit.
5. An architectural structure as claimed in claim 4, comprising a sub frame where a space between slabs are partitioned into two layers.
6. An architectural structure as claimed in claim 1, comprising a portion for having a plurality of slabs as the main frame at the same interval as height of the hexagon structural unit and a portion for having a plurality of slabs as a plurality of main frames at the same interval as one-second height of the hexagon structural unit.
7. An architectural structure as claimed in any of claims 1 to 6, comprising one or a plurality of pillars placed in the inside, as the main frame, extending in a perpendicular direction in the inside of the outer peripheral tube frame.
8. An architectural structure as claimed in any of claims 1 to 7, comprising one or a plurality of inner tube frames as the main frame where a second hexagon structural unit is rigidly connected in a honeycomb-shape in the inside of the outer peripheral tube frame.
9. An architectural structure as claimed in claim 8, wherein height of the second hexagon structural unit is one second of that of the second hexagon structural unit.
10. An architectural structure as claimed in claims 8 or 9, wherein the outer peripheral tube frame and the inner tube frame are connected via the slab or the beam as the main frame.
11. An architectural structure as claimed in any of claims 8 to 10, comprising the slab as the main frame in the inside of the inner tube frame.
12. An architectural structure as claimed in any of claims 8 to 10, wherein inside of the inner tube frame is void.
13. An architectural structure as claimed in any of claims 1 to 12, wherein the slab is a flat slab or a slab having a beam when the slab as the main frame is provided.
14. An architectural structure comprising a part in a dome-shape as claimed in any of claims 1 to 13, wherein a plurality of pentagon structural units are inserted at the top of the outer peripheral tube frame.
15. An architectural structure as claimed in any of claims 1 to 14, comprising a tube width shift part that a plurality of pentagon structural units are inserted at one part of the axis direction of the outer peripheral tube frame; wherein width of the outer peripheral tube frame at the upper part of the tube width shift part is narrower than that of the outer peripheral tube frame at a lower part.
16. An extension architectural structure as claimed in any of claims 1 to 15, comprising a plurality of the architectural structures where two adjacent architectural structures share with the hexagon structural unit of one part of each outer peripheral tube frame and two adjacent architectural structures are connected each other.
17. The extension architectural structure as claimed in any of claims 1 to 15, comprising a plurality of architectural structures where each of a plurality of architectural structures is spaced each other and is connected by a beam or the slab as the main frame.
18. An architectural structure comprising two inclined outer peripheral tube frame, as the main frame, connected in an Y-shape or a .LAMBDA. -shape;
wherein each of two inclined outer peripheral tube frame rigidly connects the hexagon structural unit in a honeycomb-shape.
19. An architectural structure as claimed in claim 18, comprising an inclined inner tube frame as the main frame in which a second hexagon structural unit is rigidly connected in the honeycomb-shape in the inside of each of two inclined outer peripheral tube frames.
CA2620488A 2005-10-25 2006-03-24 Architectural structure Expired - Fee Related CA2620488C (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2005310359A JP3811708B1 (en) 2005-10-25 2005-10-25 Building structure
JP2005-310359 2005-10-25
PCT/JP2006/305971 WO2007049369A1 (en) 2005-10-25 2006-03-24 Building structure

Publications (2)

Publication Number Publication Date
CA2620488A1 true CA2620488A1 (en) 2007-05-03
CA2620488C CA2620488C (en) 2011-01-25

Family

ID=36991039

Family Applications (1)

Application Number Title Priority Date Filing Date
CA2620488A Expired - Fee Related CA2620488C (en) 2005-10-25 2006-03-24 Architectural structure

Country Status (10)

Country Link
US (1) US20090064625A1 (en)
EP (1) EP1942232A4 (en)
JP (1) JP3811708B1 (en)
KR (1) KR100925576B1 (en)
CN (1) CN100585104C (en)
AU (1) AU2006307409B2 (en)
CA (1) CA2620488C (en)
EA (1) EA011820B1 (en)
HK (1) HK1112034A1 (en)
WO (1) WO2007049369A1 (en)

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KR100914612B1 (en) * 2007-09-21 2009-08-31 임동관 A multipurpose assembling honeycom construction structure
JP4365448B1 (en) * 2009-03-11 2009-11-18 積水化学工業株式会社 Basic unit of honeycomb building structure and its construction method
JP5379590B2 (en) * 2009-07-24 2013-12-25 鹿島建設株式会社 Diagonal column frame
KR101154357B1 (en) 2009-09-08 2012-06-14 주식회사 세진에스씨엠 Shear wall structure for high rise building
KR101039505B1 (en) 2009-09-08 2011-06-08 주식회사 세진에스씨엠 Tall building system
JP5378242B2 (en) * 2010-01-08 2013-12-25 積水化学工業株式会社 Building frame structure
CN102455768B (en) * 2010-11-03 2016-06-08 鸿富锦精密工业（深圳）有限公司 Container data center
JP5033273B1 (en) * 2011-07-21 2012-09-26 達也 遠藤 Pressure membrane composite structure
JP6101686B2 (en) * 2011-07-04 2017-03-22 ベトコンフレーム インターナショナル ピーティーワイ リミテッド An upwardly convex three-dimensional frame and its construction method
CN107155335B (en) 2014-09-24 2020-04-28 默罕默德·加拉尔·叶海亚·卡莫 Lateral distribution of loads in super high-rise buildings to reduce the effects of wind, earthquakes and explosions, while increasing the area of utilization
US9840842B2 (en) * 2015-05-04 2017-12-12 Willis Construction Company, Inc Apparatus and methods of precast architectural panel connections
CN105155670A (en) * 2015-10-07 2015-12-16 徐林波 Modular combined building
CN106703200A (en) * 2016-03-26 2017-05-24 叶长青 Large space attic structure
US10870990B1 (en) * 2019-05-10 2020-12-22 Peter Baruch Mueller Closed panel building systems
CN113107093B (en) * 2021-04-19 2022-05-17 浙大城市学院 Bottom-retracted inner-circle and outer-square double-cylinder oblique-crossing grid super-high-rise structure and forming method

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Also Published As

Publication number Publication date
EP1942232A1 (en) 2008-07-09
EA200800730A1 (en) 2008-06-30
CN101111646A (en) 2008-01-23
US20090064625A1 (en) 2009-03-12
EP1942232A4 (en) 2009-04-22
KR100925576B1 (en) 2009-11-06
JP2007120032A (en) 2007-05-17
WO2007049369A1 (en) 2007-05-03
CN100585104C (en) 2010-01-27
JP3811708B1 (en) 2006-08-23
HK1112034A1 (en) 2008-08-22
EA011820B1 (en) 2009-06-30
AU2006307409A1 (en) 2007-05-03
AU2006307409B2 (en) 2010-10-14
CA2620488C (en) 2011-01-25
KR20080060225A (en) 2008-07-01

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EEER Examination request
MKLA Lapsed

Effective date: 20130325