WO2012011308A1 - Bâtiment - Google Patents

Bâtiment Download PDF

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Publication number
WO2012011308A1
WO2012011308A1 PCT/JP2011/060357 JP2011060357W WO2012011308A1 WO 2012011308 A1 WO2012011308 A1 WO 2012011308A1 JP 2011060357 W JP2011060357 W JP 2011060357W WO 2012011308 A1 WO2012011308 A1 WO 2012011308A1
Authority
WO
WIPO (PCT)
Prior art keywords
building
foundation
present
shape
concrete
Prior art date
Application number
PCT/JP2011/060357
Other languages
English (en)
Japanese (ja)
Inventor
薄井　介
Original Assignee
Usui Akira
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 Usui Akira filed Critical Usui Akira
Publication of WO2012011308A1 publication Critical patent/WO2012011308A1/fr

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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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/028—Earthquake withstanding shelters
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/14—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
    • 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
    • E04B2001/3258—Arched structures; Vaulted structures; Folded structures comprised entirely of a single self-supporting panel

Definitions

  • the present invention relates to a structure of a building in which a foundation concrete and a building to be built on top of the foundation concrete are integrated.
  • a building represented by a house or the like has a structure in which a foundation is installed using concrete and reinforcing bars as a base, a building is constructed on the foundation, and the base is fixed. Because of this structure, depending on the strength of the joint, the seismic strength is not sufficient.
  • the foundation built using concrete and rebar as a foundation is called foundation concrete.
  • buildings represented by houses etc. are often wooden buildings.
  • the frequency of occurrence is low in Japan, they are destroyed when they are subjected to huge natural stresses such as tornadoes. It is easily predicted that only foundation concrete will be left in place.
  • JP-A 2004-300910 describes a building having improved safety against natural disasters and human hazards and risk aversion, this is premised on evacuation, and the building according to the present invention is stable. It is technically different from the structure for securing strength.
  • the problem to be solved is to provide a new structure having sufficient strength against collapse such as natural disasters such as earthquakes and tornadoes.
  • the building of the present invention is to extend from the base concrete which is the foundation to the upper part as it is to form the wall of the building, and to make the shape of the building into a spherical body such as an egg shape which minimizes wind resistance. It is characterized by
  • the foundation concrete as a base and the building are integrally made of reinforced concrete, and by making the shape into a spherical body such as an egg type, against a strong wind such as earthquake resistance and tornado. Because it is less susceptible to wind resistance, the collapse prevention strength is also improved.
  • the uniformity of the building quality and the repeated use of the formwork by the construction method using the formwork are effective in reducing the construction cost.
  • the building according to the present invention is characterized in that the base portion and the wall of the housing portion are integrally formed, and the shape thereof is a spherical body such as an egg shape.
  • the base portion 3 is buried in the ground, the bottom portion is formed in a flat plate shape so as to form an inverted T-shape. This makes it difficult to escape from the ground. It is desirable to secure 1 m or more for the underground burial of the foundation part 3.
  • the weight of one cubic meter of soil is 1.6t, and it will be held by the inverted T-shape at a weight of 1.6t on both sides. Stability will be improved by holding the perimeter of the building by this weight. This is the length indicated by L1 in FIG.
  • the width dimension of the bottom portion of the base portion 3 is desirably twice or more of L1 in terms of preventing collapse. This is the length indicated by L2 in FIG.
  • the main body 1 to be a wall is continuously formed in a spherical shape from the base portion 3, and both the base portion 3 and the main body 1 are constructed of reinforced concrete.
  • a plurality of reinforcing bars are installed on the bottom of the foundation 3 in parallel with the ground, and the foundation 3 and the main body 1 have a plurality of vertical reinforcing bars installed, and the horizontal reinforcing bars are around the vertical reinforcing bars
  • Multiple sets will be installed at intervals to surround. For construction, pour concrete into the frame using the formwork, remove the formwork after drying, re-install the formwork on the top, repeat the work of pouring concrete into the frame, and from bottom to top We will build one after another.
  • the height ratio In the building of the present invention, it is desirable for the height ratio to be within 1.5 times the length of the bottom surface. If it is too high, stability and strength will be lost.
  • the length of the bottom is the length shown by W in FIG. 1, and the height is the height shown by H in FIG.
  • the application of the arched structure used in the construction of a bridge and the like by making the shape into a spherical body is that sufficient strength can be secured without using a pillar by using it. it can.
  • an entrance 6 and a window 7 as an entrance are attached to the housing unit 4. Mounting without unevenness on the outer surface reduces air resistance and is a desirable installation method.
  • the residential section 4 is divided into a first floor and a second floor, and the interior and fixtures are generally used. Electricity, gas, water, etc. should be piped from underground.
  • a basement 10 may be provided inside the building of the present invention.
  • the above-mentioned basement may be used as a nuclear shelter.
  • a nuclear shelter it is necessary to construct it in the ground more than 1 m underground. This is to ensure air tightness, but when built inside the building of the present invention, it is already covered with reinforced concrete, so the conditions to be built in the ground more than 1 m underground are relaxed, It is possible to reduce the construction cost and to make the nuclear shelter excellent in safety.
  • the building of the present invention can be industrially produced as a building represented by a house.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

La présente invention a pour but de fournir un bâtiment possédant une nouvelle structure dotée d'une résistance suffisante pour éviter son effondrement en cas de catastrophe naturelle comme les tremblements de terre et les tornades. Ce bâtiment se caractérise en ce que les murs sont réalisés en faisant s'étendre une base de béton en forme de T inversé servant de fondation directement vers le haut, et en ce qu'il possède un corps de forme sphérique, comme une forme d'œuf, qui minimise la prise au vent.
PCT/JP2011/060357 2010-07-23 2011-04-28 Bâtiment WO2012011308A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2010165487A JP2012026154A (ja) 2010-07-23 2010-07-23 建築物
JP2010-165487 2010-07-23

Publications (1)

Publication Number Publication Date
WO2012011308A1 true WO2012011308A1 (fr) 2012-01-26

Family

ID=45496737

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2011/060357 WO2012011308A1 (fr) 2010-07-23 2011-04-28 Bâtiment

Country Status (2)

Country Link
JP (1) JP2012026154A (fr)
WO (1) WO2012011308A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019203375A (ja) * 2018-05-21 2019-11-28 省司 豊里 コンクリート一体形成型のドーム状建築物及びその建築方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5955962A (ja) * 1982-09-27 1984-03-31 東洋建鋼株式会社 安全地下構造物
JPS60253606A (ja) * 1984-05-28 1985-12-14 日本サミコン株式会社 プレハブｐｃシエルタ−
JPS624501U (fr) * 1985-03-05 1987-01-12
JPH0296037A (ja) * 1988-09-30 1990-04-06 Nippon Samikon Kk プレハブｐｃ建築物

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5955962A (ja) * 1982-09-27 1984-03-31 東洋建鋼株式会社 安全地下構造物
JPS60253606A (ja) * 1984-05-28 1985-12-14 日本サミコン株式会社 プレハブｐｃシエルタ−
JPS624501U (fr) * 1985-03-05 1987-01-12
JPH0296037A (ja) * 1988-09-30 1990-04-06 Nippon Samikon Kk プレハブｐｃ建築物

Also Published As

Publication number Publication date
JP2012026154A (ja) 2012-02-09

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