JPH1122010A - Structure of shell structures - Google Patents

Structure of shell structures

Info

Publication number
JPH1122010A
JPH1122010A JP19790197A JP19790197A JPH1122010A JP H1122010 A JPH1122010 A JP H1122010A JP 19790197 A JP19790197 A JP 19790197A JP 19790197 A JP19790197 A JP 19790197A JP H1122010 A JPH1122010 A JP H1122010A
Authority
JP
Japan
Prior art keywords
roof frame
ring
shell
shape
outside
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.)
Pending
Application number
JP19790197A
Other languages
Japanese (ja)
Inventor
Haruo Kawamura
東雄 川村
Akiyo Shimizu
映世 清水
Yozo Shinozaki
洋三 篠崎
Taiji Morita
泰治 森田
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP19790197A priority Critical patent/JPH1122010A/en
Publication of JPH1122010A publication Critical patent/JPH1122010A/en
Pending legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To largely expand a degree of freedom of design of a shell roof frame by arranging an outside ring in a footing part, arranging an inside ring in an intermediate position of the footing part and a top part, and dividing the roof frame into an outside roof frame and an inside roof frame. SOLUTION: An outside ring 1 such as a concrete ring-shaped wall is arranged in a footing part of a lower end outer periphery of a shell roof frame, and an inside ring 2 is horizontally arranged in an intermediate position of the footing part and a top part, and the shell roof frame is divided into an outside roof frame 3 and an inside roof frame 4. The inside ring 2 is constituted in a ring shape by combining a steel frame being a backing of the outside roof frame 3. A shape of the inside roof frame 4 can be formed in the shape of continuing with the outside roof frame 3 by the inside ring 2, and can also be formed in a shape different in a radius of curvature or a hollow shape without arranging a roof member. Therefore, a degree of freedom of design can be expanded, and the inside roof frame 4 is separately assembled, and can be integrally placed on the outside roof frame 3.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、シェル状構造物の
構造に関するものである。
The present invention relates to the structure of a shell-like structure.

【0002】[0002]

【従来の技術】従来のシェル状構造物は、図5、6に示
すように屋根架構a外周の基礎部分に作用するスラスト
力に対抗するために、外周の基礎にはテンションリング
bを配置していた。
2. Description of the Related Art As shown in FIGS. 5 and 6, in a conventional shell-like structure, a tension ring b is arranged on the outer peripheral foundation in order to oppose a thrust force acting on the outer peripheral foundation of the roof frame a. I was

【0003】[0003]

【本発明が解決しようとする課題】前記したように従来
のシェル状構造物は、外周の基礎部分にテンションリン
グを配置するという拘束があるために、構造形式の自由
度が制限され、デザインの幅が限られていた。
As described above, the conventional shell-like structure is restricted in that the tension ring is disposed on the outer peripheral base portion, so that the degree of freedom of the structure is limited, and the design of the design is limited. The width was limited.

【0004】本発明は上記したような従来の問題を解決
するためになされたもので、構造形式の自由度を大幅に
拡大し、デザイン的にも様々な形式を採用することがで
きる、シェル状構造物の構造を提供することを目的とす
る。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and greatly expands the degree of freedom of the structural form, and can adopt various forms in terms of design. It is intended to provide a structure of a structure.

【0005】[0005]

【課題を解決するための手段】上記のような目的を達成
するために、本発明のシェル状構造物の構造は、シェル
状構造物の外周の基礎部には外側リングを設け、シェル
状構造物の頂部と基礎部の中間位置には、水平に横断す
る状態で、内側リングを設けて構成した、シェル状構造
物の構造を特徴としたものである。
In order to achieve the above object, a shell-like structure according to the present invention comprises an outer ring provided on a base portion of an outer periphery of the shell-like structure. At the intermediate position between the top and the base of the object, it is characterized by the structure of a shell-like structure, which is provided with an inner ring so as to cross horizontally.

【0006】[0006]

【本発明の実施の態様】以下図面を参照しながら本発明
のシェル状構造物の構造の実施例について説明する。
Embodiments of the present invention will now be described with reference to the drawings.

【0007】<イ>外周リング。 シェル状構造物は基本的には断面が半円、円弧であるの
で、その下端の外周の基礎部には外側リング1を設け
る。外側リング1は、屋根架構に作用するスラストによ
って基礎部が拡大する作用を阻止するための構造であ
る。したがって、例えばコンクリート製の環状の壁な
ど、公知の構造を採用することができる。この外側リン
グ1の平面形状は、円形に限らず多角形、楕円形などの
形状を採用することができる。
<A> Outer ring. Since the cross section of the shell-like structure is basically a semicircle or a circular arc, an outer ring 1 is provided on the outer peripheral base at the lower end. The outer ring 1 is a structure for preventing the base portion from expanding by the thrust acting on the roof frame. Therefore, a known structure such as a concrete annular wall can be employed. The planar shape of the outer ring 1 is not limited to a circle, but may be a polygon, an ellipse, or the like.

【0008】<ロ>内側リング。 シェル状構造物の基礎部と頂部との中間の適宜な位置
に、内側リング2を設置する。すなわちシェル状構造物
は、内側リング2によって、外側屋根架構3と、内側屋
根架構4に分断されることになる。内側リング2は、地
球の経度線のように球体を水平に切断したような状態
で、屋根架構を水平に横断する位置に配置する。この内
側リング2は、外側屋根架構3の下地となる鉄骨を組み
合わせて、平面形状が円形、多角形、楕円形などの閉鎖
した線状に構成する。
<B> Inner ring. The inner ring 2 is installed at an appropriate position between the base and the top of the shell-like structure. That is, the shell-shaped structure is divided into the outer roof frame 3 and the inner roof frame 4 by the inner ring 2. The inner ring 2 is disposed at a position horizontally crossing the roof frame in a state where a sphere is cut horizontally like a longitude line of the earth. The inner ring 2 has a closed linear shape such as a circular shape, a polygonal shape, or an elliptical shape in combination with a steel frame serving as a foundation of the outer roof frame 3.

【0009】<ハ>頂部の横断形状。 内側リング2よりも頂部側の内側屋根架構4は、各種の
横断形状を採用することができる。たとえは図2に示す
ように、内側屋根架構4の横断形状を、内側リング2と
外側リング1の延長線の形状、すなわち外側屋根架構3
の横断形状の延長線として形成することができる。ある
いは図3に示すように、内側屋根架構4の横断形状を外
側屋根架構3の横断形状の延長線から外れた、他の曲率
半径を採用して構成することもできる。すると内側屋根
架構4が外側屋根架構3から突出したデザイン、あるい
は外側屋根架構3よりも緩い傾斜を持つデザインなどを
採用することができる。あるいは、図4に示すように、
内側屋根架構4の部分には屋根部材を設けずに中空の形
状とすることもできる。すると内側リング2に囲まれた
中央部だけは外気、外光を取り入れた斬新なデザインを
採用することができる。
<C> Cross section at the top. The inner roof frame 4 on the top side with respect to the inner ring 2 can adopt various cross-sectional shapes. For example, as shown in FIG. 2, the cross-sectional shape of the inner roof frame 4 is changed to the shape of the extension of the inner ring 2 and the outer ring 1, that is, the outer roof frame 3.
Can be formed as an extension of the cross-sectional shape. Alternatively, as shown in FIG. 3, the cross-sectional shape of the inner roof frame 4 may be configured by adopting another radius of curvature deviating from the extension of the cross-sectional shape of the outer roof frame 3. Then, it is possible to adopt a design in which the inner roof frame 4 protrudes from the outer roof frame 3 or a design having a gentler inclination than the outer roof frame 3. Alternatively, as shown in FIG.
The portion of the inner roof frame 4 may be hollow without providing a roof member. Then, only the central portion surrounded by the inner ring 2 can adopt a novel design incorporating external air and external light.

【0010】[0010]

【本発明の効果】本発明のシェル状構造物の構造は以上
説明したように、シェル状の屋根架構において、その中
間部分にほぼ水平に内側リング2を設けたから、次のよ
うな効果を得ることができる。 <イ>構造形式の自由度が増すから、意匠的にも構造的
にもデザインの選択の幅を大きく広げることができる。 <ロ>外側屋根架構3と内側屋根架構4とは独立してい
るから、両者を同時に平行して構築することができる。
その後に内側屋根架構4だけをリフトアップして外側屋
根架構3に一体化させるれば、工期を短縮することがで
きる。
As described above, the structure of the shell-like structure of the present invention has the following effects since the inner ring 2 is provided substantially horizontally at the middle of the shell-like roof frame. be able to. <A> Since the degree of freedom in the structural form is increased, the range of design choices can be greatly expanded both in terms of design and structure. <B> Since the outer roof frame 3 and the inner roof frame 4 are independent, both can be constructed simultaneously in parallel.
Thereafter, if only the inner roof frame 4 is lifted up and integrated with the outer roof frame 3, the construction period can be shortened.

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

【図1】本発明のシェル状構造物の実施例の斜視図。FIG. 1 is a perspective view of an embodiment of a shell-like structure of the present invention.

【図2】その横断図。FIG. 2 is a cross-sectional view thereof.

【図3】他の実施例の横断図。FIG. 3 is a cross-sectional view of another embodiment.

【図4】他の実施例の横断図。FIG. 4 is a cross-sectional view of another embodiment.

【図5】従来のシェル状構造物の説明図FIG. 5 is an explanatory view of a conventional shell-like structure.

【図6】従来のシェル状構造物の説明図FIG. 6 is an explanatory view of a conventional shell-like structure.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 森田 泰治 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Taiji Morita 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】シェル状構造物の外周の基礎部には外側リ
ングを設け、 シェル状構造物の頂部と基礎部の中間位置には、 水平に横断する状態で、内側リングを設けて構成した、 シェル状構造物の構造
1. An outer ring is provided on a base portion on an outer periphery of a shell-like structure, and an inner ring is provided at a middle position between a top portion and a base portion of the shell-like structure so as to cross horizontally. The structure of the shell-like structure
【請求項2】内側リングよりも頂部側の横断形状を、 内側リングと外側リングの延長線の形状に形成した、 請求項1記載のシェル状構造物の構造2. The structure of the shell-like structure according to claim 1, wherein the cross-sectional shape on the top side of the inner ring is formed in the shape of an extension of the inner ring and the outer ring. 【請求項3】内側リングよりも頂部側の横断形状を、 内側リングと外側リングの延長線以外の形状に形成し
た、 請求項1記載のシェル状構造物の構造
3. The structure of the shell-like structure according to claim 1, wherein the cross-sectional shape on the top side of the inner ring is formed in a shape other than the extension of the inner ring and the outer ring.
【請求項4】内側リングよりも頂部側は、 屋根部材を設けずに中空の形状とした、 請求項1記載のシェル状構造物の構造4. The structure of the shell-like structure according to claim 1, wherein the top side of the inner ring has a hollow shape without a roof member. 【請求項5】外側リング、あるいは内側リングを、 平面形状で円形に形成した、 請求項1記載のシェル状構造物の構造5. The structure of the shell-like structure according to claim 1, wherein the outer ring or the inner ring is formed in a circular shape in a planar shape. 【請求項6】外側リングあるいは内側リングを、 平面形状で多角形に形成した、 請求項1記載のシェル状構造物の構造6. The structure of a shell-like structure according to claim 1, wherein the outer ring or the inner ring is formed in a planar shape and a polygon.
JP19790197A 1997-07-08 1997-07-08 Structure of shell structures Pending JPH1122010A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19790197A JPH1122010A (en) 1997-07-08 1997-07-08 Structure of shell structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19790197A JPH1122010A (en) 1997-07-08 1997-07-08 Structure of shell structures

Publications (1)

Publication Number Publication Date
JPH1122010A true JPH1122010A (en) 1999-01-26

Family

ID=16382173

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19790197A Pending JPH1122010A (en) 1997-07-08 1997-07-08 Structure of shell structures

Country Status (1)

Country Link
JP (1) JPH1122010A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006328839A (en) * 2005-05-27 2006-12-07 Yoshitaka Jinbo Underground space facility and its construction method
US7237363B2 (en) * 2002-10-08 2007-07-03 Arnold Wilson Domed building construction system
CN114673354A (en) * 2022-04-19 2022-06-28 中建八局总承包建设有限公司 Construction method of complex curved surface concrete thin shell structure adopting cable mesh fabric template

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7237363B2 (en) * 2002-10-08 2007-07-03 Arnold Wilson Domed building construction system
JP2006328839A (en) * 2005-05-27 2006-12-07 Yoshitaka Jinbo Underground space facility and its construction method
JP4538100B2 (en) * 2005-05-27 2010-09-08 良敬 仁保 Underground space facility and its construction method
CN114673354A (en) * 2022-04-19 2022-06-28 中建八局总承包建设有限公司 Construction method of complex curved surface concrete thin shell structure adopting cable mesh fabric template

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