JPH0427345B2 - - Google Patents
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- Publication number
- JPH0427345B2 JPH0427345B2 JP60026164A JP2616485A JPH0427345B2 JP H0427345 B2 JPH0427345 B2 JP H0427345B2 JP 60026164 A JP60026164 A JP 60026164A JP 2616485 A JP2616485 A JP 2616485A JP H0427345 B2 JPH0427345 B2 JP H0427345B2
- Authority
- JP
- Japan
- Prior art keywords
- shell structure
- spherical shell
- spherical
- panel
- space
- 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.)
- Expired - Lifetime
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- Residential Or Office Buildings (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明の住宅、集会場用、耐核シエルター等の
球型建築物に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to spherical buildings such as houses, meeting halls, nuclear-resistant shelters, etc.
(従来の技術)
従来の建築物は平面が多角形の立体構造が大半
で、耐久的に問題となる突出部を有し、また建築
物の大型化に伴つて大規模な基礎工事を要し、そ
の他土地の有効利用、設備面等において問題があ
つた。(Conventional technology) Most conventional buildings have three-dimensional structures with polygonal planes, and have protruding parts that pose problems in terms of durability.In addition, large-scale foundation work is required as buildings become larger. There were other problems with the effective use of land, equipment, etc.
このため、地震、風等の外力に対して他の構造
物に比して安定した構造物となる球型建築物の採
用が考えられる。 For this reason, it is conceivable to adopt a spherical building, which is a more stable structure than other structures against external forces such as earthquakes and wind.
実開昭49−131735号公報にはこのような球状の
カプセル型住宅が提案されており、同カプセル型
住宅は、底部に重設備接部空間が画成され、同空
間が球型カプセル全体のカウンタウエイトとして
機能して復元性を賦与することよつて、カプセル
型住宅が起上り小法師式の自立型構造物として構
成されている。更に中間部には住宅間が、また頂
部には軽設備空間が夫々画成され、前記カプセル
型住宅は常時サポートによつて地面に支持され、
出水時にはカプセル自体の浮力で水面に浮上する
ようる構成されている。 Such a spherical capsule-type house is proposed in Japanese Utility Model Application Publication No. 49-131735, and the capsule-type house has a space for contacting heavy equipment at the bottom, and this space covers the entire spherical capsule. By functioning as a counterweight and imparting resilience, the capsule-shaped house is constructed as a self-supporting structure in the erected Koboshi style. Furthermore, a space between houses is defined in the middle part, and a space for light equipment is defined in the top part, and the capsule-shaped house is always supported on the ground by a support.
When the water comes out, the capsule is constructed so that it floats to the surface using its own buoyancy.
しかしながら、前記球状カプセル型住宅は、常
時は地面にサポートを介して支持されているだけ
で、出水時には水面に浮上するものであつて、避
難場所、セーフテイハウスであるにすぎず恒久的
な建築物ではない。
However, the spherical capsule-type houses are only supported on the ground via supports at all times, but when the water comes out, they float to the surface of the water, so they are only evacuation sites and safety houses, and are not permanent structures. It's not a thing.
本発明はこのような問題点に鑑みて提案された
ものであつて、その目的とする処は、地震、風等
の外力に対して他の構造物に比して最も安定し、
耐久性の優れた恒久的な球型建築物を提供する点
にある。 The present invention was proposed in view of these problems, and its purpose is to provide a structure that is most stable compared to other structures against external forces such as earthquakes and wind, and
The point is to provide a permanent spherical building with excellent durability.
前記の目的を達成するため、本発明に係る球型
建築物は、緯線及び経線に沿つて分割された弧面
状の中間パネルと、頂部椀型パネルと下部基礎パ
ネルとを一体に結合してなる球殻構造体の下部を
土中に埋設するとともに、同球殻構造体の内部に
は複数層の床板を配設し、同各床版縁部に沿つて
配設された壁板と前記球殻構造体内面との間に環
状のダクトスペースを形成したものである。
In order to achieve the above object, the spherical building according to the present invention integrally combines an arc-shaped intermediate panel divided along latitude and longitude lines, a top bowl-shaped panel, and a lower foundation panel. The lower part of the spherical shell structure is buried in the soil, and multiple layers of floorboards are arranged inside the spherical shell structure, and the wallboards arranged along the edge of each floorboard and the An annular duct space is formed between the inner surface of the spherical shell structure.
本発明は前記したように、緯線及び経線に沿つ
て分割された弧面状の中間パネルと、頂部椀型パ
ネルと、下部基礎パネルとを一体に結合して球殻
構造の建築物を構成したものであり、同球殻構造
体は地震、風等の外力に対して他の構造物と対比
しても最も安定した構造物となり、耐久性の観点
から弱点となる突出部突角部がないので恒久的に
優れた構造物となる。またこのように突出部や突
角部がなくなるので、隣地に及ぼす日照障害が最
小となる。
As described above, the present invention constitutes a building with a spherical shell structure by integrally combining the arc-shaped intermediate panel divided along the latitude and longitude lines, the top bowl-shaped panel, and the lower foundation panel. The spherical shell structure is the most stable structure compared to other structures against external forces such as earthquakes and wind, and there are no protruding or protruding corners that are weak points from a durability perspective. This makes it a permanently superior structure. Also, since there are no protruding parts or protruding corners, the solar damage to neighboring areas is minimized.
また球殻構造物は他の形態の構造物と対比して
最小の表面積で最大の空間を作ることができ、従
つて単位体積当りの表面積が最小の構造物を作る
ことができるので、放射熱量が少なく、省エネル
ギ建築物が構成される。 In addition, compared to other types of structures, spherical shell structures can create the maximum space with the smallest surface area, and therefore can create structures with the smallest surface area per unit volume, so the amount of radiant heat is energy-saving buildings.
また前記球殻構造体の下部が土中に埋設されて
いるので、土圧による浮力によつて前記球殻構造
物を支持することができる。 Further, since the lower part of the spherical shell structure is buried in the soil, the spherical shell structure can be supported by buoyancy due to earth pressure.
また本発明においては緯線及び経線に沿つて分
割された弧面状の中間パネルを頂部椀型パネル及
び下部基礎パネルで締付け一体化することによつ
て球型建築物が簡単に組立、施工される。 Furthermore, in the present invention, a spherical building can be easily assembled and constructed by tightening and integrating arc-shaped intermediate panels divided along latitude and longitude lines with the top bowl-shaped panel and the bottom foundation panel. .
更に本発明においては前記球殻構造体の内部に
複数層の床版を配設して居住空間を形成するもの
である。この際、床版と球殻構造体との交叉部は
生活空間として活用できないが、本発明において
は前記床版の外縁部に設けた壁板と球殻構造体内
面との間に形成された環状空間を設備用空間とし
て活用し、内部には設備のための天井を必要とし
ない建築物を構成することができる。 Furthermore, in the present invention, a plurality of layers of floor slabs are arranged inside the spherical shell structure to form a living space. At this time, the intersection between the floor slab and the spherical shell structure cannot be used as a living space, but in the present invention, the intersection between the wall plate provided at the outer edge of the floor slab and the inner surface of the spherical shell structure is By utilizing the annular space as a space for equipment, it is possible to construct a building that does not require a ceiling for equipment inside.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
球体を緯線及び経線に沿つて分割した弧面状の
中間パネル1を組立て、同組立構造体の上端には
頂部椀型パネル2を、下端には下底面が平面に形
成された下部基礎パネル3を一体に締付け結合し
て球殻構造体を組立てる。なお地上階のパネルに
は必要に応じて開口部4を設ける。 An arc-shaped intermediate panel 1 is assembled by dividing a sphere along latitude and longitude lines, a top bowl-shaped panel 2 is attached to the upper end of the assembled structure, and a lower foundation panel 3 having a flat bottom surface is attached to the lower end. The spherical shell structure is assembled by tightening and joining them together. Note that openings 4 are provided in the panels on the ground floor as necessary.
前記球殻構造体の下部は、構造物の重量と排土
される土の重量との関係をみて地盤5内に埋設
し、浮上り防止のための過剰構造物重量は下部基
礎パネル3の平坦な下底面に作用する地耐力と平
衡させる。 The lower part of the spherical shell structure is buried in the ground 5 considering the relationship between the weight of the structure and the weight of the soil to be removed. balance with the bearing capacity of the soil acting on the bottom surface.
前記球殻構造体内には複層の床版6を架渡し、
同床版6の外縁は前記パネル1の端部接合フラン
ジ15に支持されるようになつており、中央部は
下部基礎パネル3上に構築された支持構造部材7
によつて支持されている。 A multi-layered floor slab 6 is installed within the spherical shell structure,
The outer edge of the floor slab 6 is supported by the end joining flange 15 of the panel 1, and the central part is supported by a support structure member 7 constructed on the lower foundation panel 3.
Supported by.
なお、地下階上部の床板は気密性を有し、非常
時の耐爆性能を揮発しうる強度を有するように構
成し、シエルタとして使用できるようにする。 The floorboards in the upper part of the basement floor are constructed to be airtight and strong enough to volatilize explosion-proof performance in an emergency, so that they can be used as a shelter.
また球殻構造体は水に浮く性質を有し、水面下
は水密性能を保持するように構成し、浮心より重
心を下げるように下部基礎パネル3の重量を決定
し、水害に対する防災建築物が構成されるように
する。 In addition, the spherical shell structure has the property of floating on water, and is configured to maintain watertight performance below the water surface, and the weight of the lower foundation panel 3 is determined so that the center of gravity is lower than the center of buoyancy. is configured.
更に球殻構造体には断熱層を層着するものであ
る。 Furthermore, a heat insulating layer is layered on the spherical shell structure.
前記床版6の外縁部に壁板8を配設し、同壁板
8と球殻構造体との間に形成された環状空間をダ
クトスペース9として、球殻構造体の床版6の外
縁との間に形成された居住不能空間を有効に利用
するものである。 A wall board 8 is arranged at the outer edge of the floor slab 6, and the annular space formed between the wall board 8 and the spherical shell structure is used as a duct space 9, and the outer edge of the floor slab 6 of the spherical shell structure is This makes effective use of the uninhabitable space created between the two.
図中10は吸排気用ダクトとしてのシユノーケ
ル、11は、間仕切、12は階段、13はコア、
14は玄関である。 In the figure, 10 is a synorkel as an intake/exhaust duct, 11 is a partition, 12 is a staircase, 13 is a core,
14 is the entrance.
図示の実施例は前記したように、緯線及び経線
に沿つて分割された弧面状の中間パネル1と、頂
部椀型パネル2と、下部基礎パネル3とを組合わ
せて球殻構造体を構成することによつて、前述し
た球殻構造体の設計上、構造上の利点を発揮せし
めるとともに、球殻構造体の下部を地盤内に埋設
することにより、前述の如く土圧による浮力を利
用して構造物を支持し、基礎工事を簡略化しうる
ものである。 As described above, the illustrated embodiment constitutes a spherical shell structure by combining an arc-shaped intermediate panel 1 divided along latitude and longitude lines, a top bowl-shaped panel 2, and a lower foundation panel 3. By doing so, the design and structural advantages of the spherical shell structure mentioned above can be demonstrated, and by burying the lower part of the spherical shell structure in the ground, the buoyancy caused by the earth pressure can be utilized as mentioned above. This supports the structure and simplifies foundation work.
また球殻構造体と床盤6との交叉部は生活空間
として利用できないのを、床版6の外縁に設けた
壁板8と球殻構造体内面との間に形成された環状
空間をダクトスペース9とすることにより、前記
床版6と球殻構造体との交叉部に生じた空間をも
有効に活用しうるものである。 In addition, since the intersection between the spherical shell structure and the floor plate 6 cannot be used as a living space, the annular space formed between the wall plate 8 provided at the outer edge of the floor plate 6 and the inner surface of the spherical shell structure is used as a duct. By providing the space 9, the space created at the intersection of the floor slab 6 and the spherical shell structure can also be effectively utilized.
(発明の効果)
本発明によれば前記したように、緯線及び経線
に沿つて分割された弧面状の中間パネルと、頂部
椀型パネルと、下部基礎パネルを一体に結合した
ことによつて、地震、風等の外力に対して他の構
造物と対比して最も安定した構造物が簡単に構成
され、また突出部や突角部がなくなるので耐久性
に優れた構造物となり、隣地に及ぼす日照障害が
最小となる。(Effects of the Invention) According to the present invention, as described above, the arc-shaped intermediate panel divided along the latitude and longitude lines, the top bowl-shaped panel, and the lower foundation panel are integrally connected. Compared to other structures, it is easy to construct a structure that is the most stable against external forces such as earthquakes and wind, and since there are no protruding parts or angular parts, it becomes a highly durable structure, making it easier for neighboring properties to The damage caused by sunlight is minimized.
また本発明によれば球殻構造体の下部が土中に
埋設されていることにより、同構造体に働く土圧
による浮力によつて、前記球殻構造体が支持さ
れ、従来の構造物のように地耐力にのみ頼る大規
模な基礎構造又は杭が不要となる。またこのよう
に構造物に浮力を得るための半球部を掘削するこ
とは容易であり、山留工事が不要になり、本発明
によれば基礎工事が大幅に簡略化され、工事が大
幅に節減される。なお球殻構造体の下半部の水圧
による浮力と同構造体重量が釣合えば、構造体が
水面に浮ぶので、本発明は水害の発生が予測され
る地域における防災建築物として好適である。 Further, according to the present invention, since the lower part of the spherical shell structure is buried in the soil, the spherical shell structure is supported by the buoyant force due to the earth pressure acting on the structure, which is different from the conventional structure. This eliminates the need for large-scale foundation structures or piles that rely solely on soil bearing capacity. In addition, it is easy to excavate a hemispherical portion to obtain buoyancy in a structure, eliminating the need for retaining work, and the present invention greatly simplifies foundation work and greatly reduces construction costs. be done. Note that if the buoyancy due to the water pressure in the lower half of the spherical shell structure is balanced by the weight of the structure, the structure will float on the water surface, so the present invention is suitable as a disaster prevention building in areas where flood damage is expected to occur. .
更に本発明においては、前記球殻構造体の内部
に複数層の床版を配設して居住空間を形成するも
のであり、この際、本発明によれば前記床版の外
周縁に設けた壁版と、球殻構造体内面との間に形
成された環状空間を設備用空間として活用し、前
記床版と球殻構造体との交叉部に形成された居住
不能空間を有効に利用しうるものである。 Furthermore, in the present invention, a plurality of layers of floor slabs are arranged inside the spherical shell structure to form a living space. The annular space formed between the wall slab and the inner surface of the spherical shell structure is utilized as a space for equipment, and the uninhabitable space formed at the intersection of the floor slab and the spherical shell structure is effectively utilized. It's watery.
第1図は本発明に係る球型建築物の一実施例を
示す縦断側面図、第2図はその正面図、第3図は
その背面図、第4図及び第5図並に第6図は夫々
その1階及び2階並に地階の横断平面図である。
1……中間パネル、2……椀型パネル、3……
下部基礎パネル、6……床版、8……壁板、9…
…ダクトスペース。
FIG. 1 is a vertical sectional side view showing one embodiment of a spherical building according to the present invention, FIG. 2 is a front view thereof, FIG. 3 is a rear view thereof, FIGS. 4, 5, and 6. are cross-sectional plan views of the first and second floors and the basement, respectively. 1...middle panel, 2...bowl-shaped panel, 3...
Lower foundation panel, 6... Floor slab, 8... Wall plate, 9...
...Duct space.
Claims (1)
間パネルと、頂部椀型パネルと下部基礎パネルと
を一体に結合してなる球殻構造体の下部を土中に
埋設するとともに、同球殻構造体の内部には複数
層の床板を配設し、同各床版外縁部に沿つて配設
された壁板と前記球殻構造体内面との間に環状の
ダクトスペースを形成してなることを特徴とする
球型建築物。1. The lower part of the spherical shell structure, which is made up of an arc-shaped intermediate panel divided along latitude and longitude lines, a top bowl-shaped panel, and a lower foundation panel, is buried in the soil, and the same spherical structure is A plurality of layers of floor plates are arranged inside the shell structure, and an annular duct space is formed between the wall plates arranged along the outer edge of each floor plate and the inner surface of the spherical shell structure. A spherical building that is characterized by its shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2616485A JPS61186642A (en) | 1985-02-15 | 1985-02-15 | Spherical building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2616485A JPS61186642A (en) | 1985-02-15 | 1985-02-15 | Spherical building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61186642A JPS61186642A (en) | 1986-08-20 |
| JPH0427345B2 true JPH0427345B2 (en) | 1992-05-11 |
Family
ID=12185909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2616485A Granted JPS61186642A (en) | 1985-02-15 | 1985-02-15 | Spherical building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61186642A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6273771B2 (en) * | 2013-10-29 | 2018-02-07 | Jfeエンジニアリング株式会社 | Foundation structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS49131735U (en) * | 1973-03-05 | 1974-11-13 |
-
1985
- 1985-02-15 JP JP2616485A patent/JPS61186642A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61186642A (en) | 1986-08-20 |
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