JPS59192140A - Three-dimensional curved structure - Google Patents

Three-dimensional curved structure

Info

Publication number
JPS59192140A
JPS59192140A JP6502583A JP6502583A JPS59192140A JP S59192140 A JPS59192140 A JP S59192140A JP 6502583 A JP6502583 A JP 6502583A JP 6502583 A JP6502583 A JP 6502583A JP S59192140 A JPS59192140 A JP S59192140A
Authority
JP
Japan
Prior art keywords
coating
water level
surface coating
steel frame
pressure
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
JP6502583A
Other languages
Japanese (ja)
Other versions
JPH0240827B2 (en
Inventor
三郎 山田
根津 耕一郎
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.)
Senyo Kogyo Co Ltd
Original Assignee
Senyo Kogyo Co Ltd
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 Senyo Kogyo Co Ltd filed Critical Senyo Kogyo Co Ltd
Priority to JP6502583A priority Critical patent/JPH0240827B2/en
Publication of JPS59192140A publication Critical patent/JPS59192140A/en
Publication of JPH0240827B2 publication Critical patent/JPH0240827B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は三次曲面構造体に関する。[Detailed description of the invention] The present invention relates to a three-dimensional curved structure.

従来、博覧会等の催し会場用として、第1図のように鉄
骨(b)をドーム型に組立てた三次曲面構造体の建物が
知られている。あるいは第2図に示すように肉厚■が2
0crn前後もある被膜(C)をもってドーム型に覆い
、内部に送風機(a)から空気を送って、内面に所定の
圧力(P)を作用させて三次曲面に保つ構造体が知られ
ている。
BACKGROUND ART Conventionally, as shown in FIG. 1, a building with a three-dimensional curved structure made of steel frames (b) assembled into a dome shape has been known for use as an event venue such as an exposition. Or, as shown in Figure 2, the wall thickness is 2.
A structure is known in which the surface is covered in a dome shape with a coating (C) of around 0 crn, air is sent inside from a blower (a), and a predetermined pressure (P) is applied to the inner surface to maintain a cubic surface.

しかし、いずれも次のような欠点を有していた。However, both had the following drawbacks.

即ち、建物に作用する荷重としては、自重等の長期荷重
と、風圧や地震による短期荷重とがあり、第1図の鉄骨
(b)の構造体の強度は、短期荷重が加わった条件に耐
えるように設計されねばならない。
In other words, the loads that act on a building include long-term loads such as its own weight, and short-term loads due to wind pressure and earthquakes. must be designed as such.

従って、断面係数の犬なる大型の鉄骨を多量に必要とし
、極めて不経済と言える。他方、第2図のように地面(
d)に被膜(C)の下端周縁部(e)を埋込み、密封状
とてれた構造体では、催し会場用及びその他の用途に於
て、多数の人達が出入シするのに不便であり、かつ重苦
しい感じを与えると共に室温が上昇しすぎたり換気が不
十分となる欠点があった。また常時送風機(a)を駆動
しておかねばならないという欠点もあった。特に被膜(
C)のみで三次曲面形状を保つため、肉厚■を太とせね
ばならず、太陽光線が入りにくく室内が暗くなって一層
重苦しい感じを与え、被膜(C)も特殊な方法で製造せ
ねばならないといった欠点を有していた。
Therefore, a large amount of large steel frames with a high section modulus are required, which can be said to be extremely uneconomical. On the other hand, as shown in Figure 2, the ground (
The lower end edge (e) of the coating (C) is embedded in d), and a sealed structure with a protruding shape is inconvenient for large numbers of people to enter and exit in event venues and other uses. However, there were disadvantages in that the room felt oppressive, the room temperature rose too high, and ventilation was insufficient. Another disadvantage is that the blower (a) must be driven at all times. Especially the film (
In order to maintain the cubic shape only with C), the wall thickness ■ must be made thicker, making it difficult for sunlight to enter, making the room darker and giving a more oppressive feeling, and the coating (C) also has to be manufactured using a special method. It had such drawbacks.

本発明は従来のこのような問題点に鑑みてなされたもの
で、その特徴とする処は、長期荷重を分担支持する鉄骨
と、短期荷重を分担支持する表面被膜とをもって、屋根
部乃至周囲外壁部を連続状に形成し、該表面被膜の下端
周縁部を、水位を上下動させる上下動水位密封手段によ
り、密封開閉自在となし、密封状態としたときに上記表
面被膜によシ形成される室内部へ空気を圧送して大気圧
よりも僅かに高い圧力に保つ空気圧送装置を備えている
点にある。
The present invention was made in view of the above-mentioned conventional problems, and is characterized by having a steel frame that shares and supports long-term loads and a surface coating that shares and supports short-term loads. The bottom peripheral edge of the surface coating is formed in a continuous manner, and the bottom edge of the surface coating can be opened and closed freely by a vertically moving water level sealing means that moves the water level up and down. It is equipped with an air pumping device that pumps air into the room and maintains it at a pressure slightly higher than atmospheric pressure.

以下、図示の実施例に基き本発明を詳説する。Hereinafter, the present invention will be explained in detail based on illustrated embodiments.

第3図と第4図に於て、(1)は地面であり、これに略
半円球ドーム型の三次曲面構造体(2)が立設される。
In FIGS. 3 and 4, (1) is the ground, on which a substantially hemispherical dome-shaped three-dimensional curved structure (2) is erected.

該三次曲面構造体(2)は、長期荷重を分担支持して上
記半円球ドーム型の形状を保つ鉄骨(3)と、この鉄骨
(3)で形成された半円球ドームの内面がわに当接状に
張設されて、短期荷重を分す旦支持する表面被膜(4)
とから成る。(5)は空気圧送装置であり、送風機と配
管等から成る。
The three-dimensional curved structure (2) includes a steel frame (3) that shares the long-term load and maintains the semicircular dome shape, and an inner surface of the semicircular dome formed by the steel frame (3). A surface coating (4) that is stretched in abutment to support the short-term load.
It consists of (5) is an air pressure feeding device, which consists of a blower, piping, etc.

このように、鉄骨(3)と被膜(4)をもって2重構造
として屋根部乃至周囲外壁部を連続状に形成するのであ
るが、被膜(4)の下端周縁部(6)が、水位(ハ))
を上下動させる上下動水位密封手段(B)により、密封
開閉自在となっている。そして、水位(5)が破線で示
す高位置にあって下端周縁部(6)が水中に沈み、室内
部(7)が密封状態となったとき、上記空気圧送装置(
5ンにより室内部(7)へ空気を送り込み、大気圧より
も僅かに高い圧力(P)、例えば、ゲージ圧で約2〜3
 K9y’m w程度に保持する。
In this way, the steel frame (3) and the coating (4) form a continuous double structure from the roof to the surrounding outer wall, but the lower edge (6) of the coating (4) ))
The vertically movable water level sealing means (B) that moves up and down allows the seal to be opened and closed freely. Then, when the water level (5) is at a high position shown by the broken line, the lower end peripheral portion (6) is submerged in the water, and the interior of the room (7) is in a sealed state, the air pressure feeding device (
Air is sent into the room (7) by a pressure pump (P) slightly higher than atmospheric pressure, for example, about 2 to 3 gauge pressure.
Keep it at about K9y'mw.

具体的には、室内部(7)の床部(8)と、地面(1)
との境界に沿って、所定幅の凹溝(9)を凹設する。そ
して被膜(4)の下端外周縁部(6)をとの凹溝(9)
の床部(9a)よりも十分な上下間隔をもって凹溝(9
)内に突入させる。水面(ト)は低位置では実線のよう
に床部(9a)近くまで低下して、下端外周縁部(6)
との間に間隔部QO)が形成され、開放状態となる。こ
の間隔部00)を通じて、凹溝(9)に橋0υを架け、
さらに階段a’a a、aを設けて室内外に人が出入り
自在である。03は凹溝(9)よりもかなり高所の貯水
池であり、開閉切換弁0滲を有する流路05)にて、該
貯水池(14と下方の凹溝(9)とを連通ずる。このよ
うに、上下動水位密封手段(B)は、凹溝(9)と、上
下動制御自在な水面(A)と、貯水池曽と、切換弁0■
と、流路(151及び排水路α6)等から構成する。貯
水池(131としては自然池・人工池の他にプールや川
等も利用可能であって、それらも当然に包含する。
Specifically, the floor (8) inside the room (7) and the ground (1)
A concave groove (9) of a predetermined width is provided along the boundary. Then, the outer peripheral edge (6) of the lower end of the coating (4) is formed into a concave groove (9).
The groove (9a) has a sufficient vertical spacing than the floor part (9a) of the
) to rush inside. At a low position, the water surface (g) drops to near the floor (9a) as shown by the solid line, and the water surface (g) drops to the bottom outer peripheral edge (6).
A gap QO) is formed between the two, and an open state is established. A bridge 0υ is built over the groove (9) through this interval 00),
Furthermore, stairs a'a a, a are provided so that people can freely go in and out of the room. 03 is a reservoir located at a considerably higher place than the groove (9), and the reservoir (14) and the groove (9) below are communicated through a flow path 05 having an on-off switching valve. The vertical water level sealing means (B) consists of a groove (9), a water surface (A) whose vertical movement can be freely controlled, a reservoir drain, and a switching valve 0.
It consists of a flow path (151 and a drainage path α6), etc. In addition to natural ponds and artificial ponds, pools and rivers can also be used as reservoirs (131), and these are naturally included.

また、第3図では、床部(8)に支柱Q7)が立設さへ
被膜(4)の屋根部中央に貫設きれた窓部α8)を挿通
して上方に突設され、該支柱αりには上下動可能に展望
用エレベータ叫が取付けられる。
In addition, in FIG. 3, a pillar Q7) is erected on the floor part (8) and protrudes upward by passing through a window part α8) which is completely penetrated through the center of the roof part of the coating (4). An elevator for viewing is installed on the rear so that it can move up and down.

そして、上下動水位密封手段(B)が低位置にあるとき
、間隔部aOから流入した空気は、矢印(C1(D)の
ように流れて、窓部α8)から逃げて、室内部(7)の
換気を十分に行々つで室温の上昇を防止する作用をなす
When the vertical water level sealing means (B) is at a low position, the air flowing in from the gap aO flows as shown by the arrow (C1 (D)), escapes from the window α8, and escapes from the interior of the room (7 ) with sufficient ventilation to prevent room temperature from rising.

他方、台風が接近してきたり、地震予報があって、風圧
・地震等の短期荷重が予想されるときには、エレベータ
09)を仮想、腺のように窓部08)に止めて、かつ、
エレベータ叫の外周に付設のンール用弾性体(イ)を膨
張させて、窓部Q81を閉塞し、かつ、切換弁04)を
開放して、貯水池α3の水を凹溝(9)内に導入して、
水位(5)を破線位置まで上昇させ、下端縁部(6)を
水面下として密封状とし、てらに、空気圧送装置(5)
を駆動して室内部(7)に空気を圧送し、大気圧よシも
僅かに大きい圧力(Piを被膜(4)に作用させ、その
張力によって短期荷重にも十分に耐えきせることか可能
となる。
On the other hand, when a typhoon approaches or there is an earthquake forecast, and short-term loads such as wind pressure and earthquakes are expected, the elevator 09) is virtually stopped at the window 08) like a gland, and
Inflate the elastic body (A) attached to the outer circumference of the elevator screamer to close the window Q81 and open the switching valve 04) to introduce water from the reservoir α3 into the groove (9). do,
The water level (5) is raised to the position of the broken line, the lower edge (6) is placed below the water surface, and the air pressure feeding device (5) is sealed.
It is possible to drive air into the room (7) by applying pressure (Pi) to the coating (4), which is slightly higher than atmospheric pressure, and to make it possible to sufficiently withstand short-term loads due to its tension. Become.

なお、■υは被膜(4)が開放状態にて鉄骨(3)から
分離しないように連結する連結具を示し、適宜位置にて
被膜(4)と鉄骨(3)とを連結しておく。
Note that ■υ indicates a connector that connects the coating (4) in an open state so that it does not separate from the steel frame (3), and connects the coating (4) and the steel frame (3) at an appropriate position.

次に、第5図に示す他の実施例に於て、上記貯水池α4
の代りに、水道0])の蛇口からの水にて、凹溝(9)
内に水を流入すると共に、鉄骨(3)の外側に被膜(4
)を被覆してなる。このようにすれば雨仕舞が良好とな
り、建物外観が美しくなる利点がある。
Next, in another embodiment shown in FIG.
Instead, use water from the tap (0]) to drain the groove (9).
At the same time, a coating (4) is formed on the outside of the steel frame (3).
). This has the advantage of improving rain protection and making the exterior of the building more beautiful.

しかし連結具Cυ・・・の数は増加せねばならない。However, the number of couplings Cυ... must be increased.

なお図示省略したが鉄骨(3)Kて表面を多数に区画し
て、各区画毎に被膜を張設して、三次曲面全体として密
封状に被覆するも自由である。
Although not shown, it is also possible to divide the surface of the steel frame (3) into a large number of sections and apply a coating to each section to cover the entire three-dimensional curved surface in a sealed manner.

次に、第7図では、浅い池(9b)の底部(9a)に支
脚(イ)・・・にて舞台状に床部(8)を支持すると共
に、鉄骨(3)と被膜(4)をもってドーム状に覆って
いる。このように凹溝(9)に代えて、浅い池(9b)
をもって上下動水位密封手段(B)とすることも可能で
ある。
Next, in Fig. 7, the floor part (8) is supported like a stage on the bottom part (9a) of the shallow pond (9b) with supporting legs (a)..., and the steel frame (3) and the coating (4) It is covered in a dome shape. In this way, instead of the groove (9), there is a shallow pond (9b).
It is also possible to use this as a vertically moving water level sealing means (B).

なお、本発明に係る三次曲面構造体(2)は、各種の催
し会場の夕)に、展示場、ザーカス場、スポーツ会場、
食堂、倉庫等とするも好ましく用途は広い。丑だ平面的
に見て直径を100m以上の大型ドーム状とすることも
可能であると共に、楕円形やその他の形状とするも好ま
しい。
In addition, the cubic curved structure (2) according to the present invention can be used in various event venues such as exhibition halls, gymnasiums, sports halls,
It is suitable for use in cafeterias, warehouses, etc., and has a wide range of uses. It is possible to have a large dome shape with a diameter of 100 m or more in plan view, and it is also preferable to have an elliptical shape or other shapes.

本発明は上述の構成にて所期目的を有効達成した。特に
、長期荷重を分才旦支持する鉄骨と、短期荷重を分担支
持する表面被膜とをもって、屋根部乃至周囲外壁部を連
続状に形成し、該表面被膜の下端周縁部を、水位を上下
動させる上下動水位密封手段により、密封開閉自在とな
し、密封状態としたときに上記表面被膜により形成され
る室内部へ空気を圧送して大気圧よりも僅かに高い圧力
に保つ空気圧送装置を備えている構成であるから、鉄骨
(3)は長期荷重に耐えるのみの細く軽いもので済み、
軽量化とコストダウンに大きく貢献出来、また被膜(4
)の肉厚CDは、十分薄くすることが出来て、室内部(
7)への−採光も十分取り入れることが可能となり明る
い感じを室内の人達に与える。がっ、強風時や地震時に
のみ、空気圧送装置(5)が作動し、電気の節約を図り
、かつ装置(5)の寿命も長くなる。
The present invention has effectively achieved its intended purpose with the above-described configuration. In particular, the roof and surrounding outer walls are formed continuously with a steel frame that supports long-term loads and a surface coating that supports short-term loads, and the lower edge of the surface coating can be moved up and down to adjust the water level. The seal can be opened and closed freely by means of a vertically moving water level sealing means, and is equipped with an air pumping device that pumps air into the chamber formed by the surface coating and maintains the pressure slightly higher than atmospheric pressure when the seal is in a sealed state. Because of the structure, the steel frame (3) only needs to be thin and light enough to withstand long-term loads.
It can greatly contribute to weight reduction and cost reduction, and the coating (4
The wall thickness CD of ) can be made sufficiently thin so that it can be used indoors (
7) - Enables sufficient daylight to be taken in, giving a bright feeling to the people in the room. The air pumping device (5) operates only during strong winds or earthquakes, saving electricity and extending the life of the device (5).

しかも強風時や地震時に、迅速に短期荷重に4え得る密
封状態に切換えることが出来るという大きな利点を有す
る。他方、通常は開放状態として、十分に換気も出来て
好都合である。
Furthermore, it has the great advantage of being able to quickly switch to a sealed state that can handle short-term loads during strong winds or earthquakes. On the other hand, it is usually convenient to keep it open so that it can be sufficiently ventilated.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は従来例の簡略斜視図、第2図は他の従来例の簡
略断面図である。第3図は本発明の一実施例を示す断面
図、第4図は要部拡大図、第5図は他の実施例の断面図
、第6図は要部拡大図、第7図は他の実施例の断面図で
ある。 (3)・・・鉄骨、(4)・・・表面被膜、(5)・・
・空気圧送装置、(6)・・・下端周縁部、(7)・・
・室内部、(13)・・・上下水位密封手段。
FIG. 1 is a simplified perspective view of a conventional example, and FIG. 2 is a simplified sectional view of another conventional example. Fig. 3 is a sectional view showing one embodiment of the present invention, Fig. 4 is an enlarged view of the main part, Fig. 5 is a sectional view of another embodiment, Fig. 6 is an enlarged view of the main part, and Fig. 7 is an enlarged view of the main part. FIG. (3)...Steel frame, (4)...Surface coating, (5)...
・Pneumatic feeding device, (6)...lower end periphery, (7)...
・Indoor interior, (13)... Water level sealing means.

Claims (1)

【特許請求の範囲】[Claims] / 長期荷重を分担支持する鉄骨と、短期荷重を分4旦
支持する表面被膜とをもって、屋根部乃至周囲外壁部を
連続状に形成し、該表面被膜の下端周縁部を、水位を上
下動させる上下動水位密封手段によシ、密封開閉自在と
なし、密封状態としたときに上記表面被膜によシ形成さ
れる室内部へ空気を圧送して大気圧よりも僅かに高い圧
力に保つ空気圧送装置を備えていることを特徴とする三
次曲面構造体。
/ The roof and surrounding outer walls are formed continuously with a steel frame that shares and supports long-term loads and a surface coating that supports short-term loads, and the lower edge of the surface coating allows the water level to move up and down. A vertically movable water level sealing means is used to freely open and close the seal, and when the seal is in a sealed state, air is pumped into the chamber formed by the surface coating, and the air pressure is maintained at a pressure slightly higher than atmospheric pressure. A three-dimensional curved structure comprising a device.
JP6502583A 1983-04-13 1983-04-13 SANJIKYOKUMENKOZOTAI Expired - Lifetime JPH0240827B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6502583A JPH0240827B2 (en) 1983-04-13 1983-04-13 SANJIKYOKUMENKOZOTAI

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6502583A JPH0240827B2 (en) 1983-04-13 1983-04-13 SANJIKYOKUMENKOZOTAI

Publications (2)

Publication Number Publication Date
JPS59192140A true JPS59192140A (en) 1984-10-31
JPH0240827B2 JPH0240827B2 (en) 1990-09-13

Family

ID=13275017

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6502583A Expired - Lifetime JPH0240827B2 (en) 1983-04-13 1983-04-13 SANJIKYOKUMENKOZOTAI

Country Status (1)

Country Link
JP (1) JPH0240827B2 (en)

Also Published As

Publication number Publication date
JPH0240827B2 (en) 1990-09-13

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