JPH10299078A - Lattice-shaped structure of dome type roof - Google Patents

Lattice-shaped structure of dome type roof

Info

Publication number
JPH10299078A
JPH10299078A JP10416697A JP10416697A JPH10299078A JP H10299078 A JPH10299078 A JP H10299078A JP 10416697 A JP10416697 A JP 10416697A JP 10416697 A JP10416697 A JP 10416697A JP H10299078 A JPH10299078 A JP H10299078A
Authority
JP
Japan
Prior art keywords
members
roof
radial
circumferential
intersection
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
JP10416697A
Other languages
Japanese (ja)
Inventor
Kazutoshi Hayashi
和利 林
Atsushi Isoda
厚志 磯田
Iroyuki Baba
某行 馬場
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP10416697A priority Critical patent/JPH10299078A/en
Publication of JPH10299078A publication Critical patent/JPH10299078A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To eliminate difficulties of the producing or welding works of a heavy structure, by forming the circumferential members with thicker pipes than other parts at the intersection parts of the circumferential members and the radial members and providing a retaining member for the section in the thick pipes and connecting the radial members to the thick pipes. SOLUTION: The roof shell of a dome roof is constituted of the radial members 2 and the circumferential members 3. The intersection part members 4 are formed as the intersection parts of circumferential members 3 and a material made of a thick steel pipe such as a seamless pipe is used for the members 4. And a retaining member 5 for the section is provided to increase the sectional capacity so that the intersection member 4 has a sufficient rigidity and strength against the radial shaft force resulting from the own weight of the roof shell supported by the intersection members. The ends or the like of the circumferential members 3 except the radial members 2 and the intersection part members 4 are welded to the intersection part members. Accordingly the construction cost of a roof-shell dome can be reduced and the construction work is simplified and made efficient.

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、競技場、多目的施
設等の円形のドーム屋根を構成する格子状構造物に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a grid-like structure constituting a circular dome roof of a stadium, a multipurpose facility or the like.

【0002】[0002]

【従来の技術】球技場、競技場、テーマパーク、多目的
施設建屋などに適用される従来のドーム屋根は、部分球
状フレームにて屋根材を支持して施設建屋上部に位置さ
せた構造となっており(図1(b)参照)、この部分球
状フレームは単層又は複層のラチス構造を有する屋根シ
ェルドームで、周方向部材や径方向部材等を格点部分に
て接合した構造となっている(図1(a)参照)。
2. Description of the Related Art A conventional dome roof applied to a ball game stadium, a stadium, a theme park, a multipurpose facility building, etc. has a structure in which a roof material is supported by a partial spherical frame and located above the facility building. This partial spherical frame is a roof shell dome having a single-layer or multi-layer lattice structure, and has a structure in which circumferential members and radial members are joined at points. (See FIG. 1A).

【0003】この場合、従来の屋根シェルドームの格点
構造は、図5(a)の平面、(b)の断面に示す様に、
立体的に集まる屋根シェル部材101を任意の角度で溶
接可能なよう、球殻を上下に切断した部分球殻形状の鋳
鋼ノード102を採用していた。
In this case, the point structure of the conventional roof shell dome is as shown in the plane of FIG. 5A and the cross section of FIG.
In order to be able to weld the three-dimensionally assembled roof shell member 101 at an arbitrary angle, a cast steel node 102 having a partially spherical shell shape obtained by cutting a spherical shell up and down has been employed.

【0004】[0004]

【発明が解決しようとする課題】従来の図5に示す、屋
根シェルドームの格点構造に於いて、屋根シェル部材1
01を任意の角度で溶接可能なように部分球殻形状の鋳
鋼ノード102を採用した場合、多数の屋根シェル部材
101を球殻表面に沿って立体的に接合するため、当該
部分球殻形状の鋳鋼ノード102は各屋根シェル部材1
01の応力に耐え得る剛性を有する必要があり、厚肉な
重量物とならざるを得ない。また、当該鋳鋼ノード10
2は曲面を含む球殻形状であるため、構造は単純ではな
く、その製作をするにしても、屋根シェル部材の溶接作
業についても、むずかしさを伴う大変な作業である。特
に屋根ドームが大型化すると、膨大な数量の当該鋳鋼ノ
ードが必要となり、上記問題は更に深刻化する。
In the conventional point structure of the roof shell dome shown in FIG.
When the cast steel node 102 having a partial spherical shell shape is adopted so that the steel shell 01 can be welded at an arbitrary angle, a large number of roof shell members 101 are three-dimensionally joined along the spherical shell surface. The cast steel node 102 is connected to each roof shell member 1
It is necessary to have a rigidity that can withstand the stress of No. 01, and it is unavoidable that it becomes a thick heavy object. In addition, the cast steel node 10
Since 2 is a spherical shell shape including a curved surface, the structure is not simple, and even if it is manufactured, the welding operation of the roof shell member is a difficult operation with difficulty. In particular, when the size of the roof dome is increased, an enormous number of the cast steel nodes are required, and the above problem becomes more serious.

【0005】本発明は、上述の問題に鑑み発明されたも
ので、格点構造として部分球殻構造を採用せず、この構
造に伴う重量物の製作をなくし、この製作や溶接作業の
むずかしさを除去するようにしたドーム屋根の格子状構
造物を提供する。
The present invention has been made in view of the above problems, and does not employ a partial spherical shell structure as a point structure, eliminates the production of heavy objects associated with this structure, and makes the production and welding work difficult. To provide a dome roof lattice-like structure which is adapted to eliminate the problem.

【0006】[0006]

【課題を解決するための手段】上述の目的を達成する本
発明は、次の発明特定事項を有する。周方向部材とこの
周方向部材と交差する径方向部材とからなる円形のドー
ム屋根を構成する格子状構造物において、前記周方向部
材と径方向部材との格点部分では、前記周方向部材を他
の部分より厚肉管にて形成すると共に、この厚肉管内に
断面保持材を備え、この厚肉管に前記径方向部材を接合
したことを特徴とする。
The present invention that achieves the above object has the following matters specifying the invention. In a lattice-shaped structure constituting a circular dome roof composed of a circumferential member and a radial member intersecting with the circumferential member, in a point portion between the circumferential member and the radial member, the circumferential member is It is characterized in that it is formed of a thicker tube than other portions, and a cross-section holding material is provided in the thicker tube, and the radial member is joined to the thicker tube.

【0007】屋根シェルドームに於いては、屋根シェル
の自重による径方向の軸力に対する当該屋根シェルの剛
性・耐力を保持せしめることが最も重要である。したが
って、屋根シェルドームの格点部材として周方向部材の
格点部分を他の屋根シェル部材よりも厚肉の例えばシー
ムレスパイプなどの鋼材にて形成し、この周方向部材の
格点部分端を薄肉の他の屋根シェル部材と同様の周方向
部材と接合し、更に、屋根シェルの径線方向の軸力から
当該格点部材の断面性能を保持する為の断面保持材を導
入するため、屋根シェルドームに於いて上記屋根シェル
の径線方向の軸力に対する剛性・耐力を最も効果的に保
持せしめることができ、且つ、本構造は極めて簡素で、
必要とする鋼材の物量が極小で済み、製作も容易である
ため、屋根シェルドーム全体の建設費用の低減、及び当
該建設作業の簡略化・効率化を図ることができる。
[0007] In the roof shell dome, it is most important to maintain the rigidity and strength of the roof shell against the radial axial force due to the weight of the roof shell. Therefore, as the point member of the roof shell dome, the point part of the circumferential member is formed of a steel material such as a seamless pipe having a greater thickness than other roof shell members, and the end of the point part of the circumferential member is thin. In order to introduce a cross-section holding material for maintaining the cross-sectional performance of the point member from the axial force in the radial direction of the roof shell, In the dome, the rigidity and strength against the axial force of the roof shell in the radial direction can be held most effectively, and the structure is extremely simple.
Since the required amount of steel material is extremely small and the manufacture is easy, the construction cost of the entire roof shell dome can be reduced, and the construction work can be simplified and made more efficient.

【0008】[0008]

【発明の実施の形態】ここで、図1〜図4を参照して本
発明の実施の形態について述べる。図1は、その全体構
造を従来技術説明でも用いたが、格点部分A,Bについ
ては本発明の一例となっている。図1に示すように、屋
根シェルドームは複数又は単層のラチス構造を有する屋
根シェル1により構成されている。この屋根シェル1
は、平面的には径方向部材2及び周方向部材3により構
成されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Here, an embodiment of the present invention will be described with reference to FIGS. FIG. 1 uses the entire structure in the description of the prior art, but the points A and B are an example of the present invention. As shown in FIG. 1, the roof shell dome is constituted by a roof shell 1 having a plural or single-layer lattice structure. This roof shell 1
Is composed of a radial member 2 and a circumferential member 3 in plan view.

【0009】ここにおいて、格点部材は、図2に示す構
成を有して周方向部材3の格点部分として形成され、屋
根シェル部材として力学的に極めて優れた断面性能を有
する鋼管を採用する場合、図1A部にて示す径方向部材
2や格点以外の周方向部材3に用いる鋼管に比べ、シー
ムレスパイプなどの厚肉な鋼材を用いた鋼管からなる材
料を用いている。
Here, the graded member is formed as a graded portion of the circumferential member 3 having the structure shown in FIG. 2, and employs a steel pipe having a mechanically extremely excellent sectional performance as a roof shell member. In this case, a material made of a steel pipe using a thick steel material such as a seamless pipe is used as compared with the steel pipe used for the radial member 2 and the circumferential member 3 other than the point shown in FIG. 1A.

【0010】しかも、格点部材4が受ける屋根シェル1
の自重による径方向の軸力に対し、この格点部材4が十
分なる剛性と耐力を有するように断面性能を向上せしめ
る断面保持材5を備えている。
Moreover, the roof shell 1 received by the point member 4
Is provided with a cross-section holding member 5 for improving the cross-sectional performance so that the point member 4 has sufficient rigidity and proof strength against the axial force due to its own weight.

【0011】格点部材4には、図2及び図1のB部分で
ある図3,図4にて示すごとく径方向部材2、格点部材
3以外の周方向部材3の端、ラチス材6及び束材7が溶
接される。この場合、径方向部材2を伝達する屋根シェ
ル1の自重による軸力に対し、格点部材4が最も耐力を
発揮し得るよう、この格点部材4での溶接位置や配置状
態を決定する。
As shown in FIG. 3 and FIG. 4, which are B parts in FIGS. 2 and 1, the grading member 4 includes an end of the circumferential member 3 other than the grading member 3, a lattice member 6 and the like. And the bundle material 7 is welded. In this case, the welding position and the arrangement state of this point member 4 are determined so that the point member 4 can exert the maximum strength against the axial force due to the own weight of the roof shell 1 transmitting the radial member 2.

【0012】[0012]

【発明の効果】以上説明したように本発明によれば、周
方向部材と径方向部材との格点部分では、前記周方向部
材を他の部分より厚肉管にて形成すると共に、この厚肉
管内に断面保持材を備え、この厚肉管に前記径方向部材
を接合したことにより、屋根シェルドームのラチス構造
の格点部材として厚肉の鋼材を使用し、更に、主として
屋根シェルの径方向の軸力から当該格点部材の断面性能
を保持する為の断面保持材を導入するため、屋根シェル
部材にかかる応力のうち極めて大きい割合を占める屋根
シェルの自重による径方向の軸力に対し、当該格点部材
は最も有効に剛性・耐力を有し、且つ、本構造は極めて
簡素で、必要とする鋼材の物量が極小であり、製作も容
易であるため、屋根シェルドーム全体の建設費用の低
減、及び当該建設作業の簡略化・効率化を図ることがで
きる。
As described above, according to the present invention, at the point between the circumferential member and the radial member, the circumferential member is formed of a thicker tube than other portions, and the thickness of the pipe is increased. By providing a cross-section holding material in the meat pipe and joining the radial member to the thick pipe, a thick steel material is used as a point member of the lattice structure of the roof shell dome, and further, the diameter of the roof shell is mainly increased. In order to introduce a cross-section holding material for maintaining the cross-sectional performance of the point member from the axial force in the direction, the roof shell occupies an extremely large proportion of the stress applied to the roof shell member. Since the point member has the most effective rigidity and strength, the structure is extremely simple, the required amount of steel is extremely small, and it is easy to manufacture. And construction work It is possible to simplify and efficiency of.

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

【図1】屋根シェルドームの平面及び半截断面図。FIG. 1 is a plan and half sectional view of a roof shell dome.

【図2】図1のA部分のラチス構造図。FIG. 2 is a view showing a lattice structure of a portion A in FIG. 1;

【図3】図1のB部分の径方向に沿う断面図。FIG. 3 is a sectional view taken along a radial direction of a portion B in FIG. 1;

【図4】図1のB部分の周方向に沿う断面図。FIG. 4 is a sectional view taken along a circumferential direction of a portion B in FIG. 1;

【図5】従来例の平面及び断面図。FIG. 5 is a plan view and a sectional view of a conventional example.

【符号の説明】[Explanation of symbols]

1 屋根シェル 2 径方向部材 3 周方向部材 4 格点部材 5 断面保持材 6 ラチス材 7 束材 DESCRIPTION OF SYMBOLS 1 Roof shell 2 Radial member 3 Circumferential member 4 Grating member 5 Cross-section holding material 6 Lattice material 7 Bundle material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 周方向部材とこの周方向部材と交差する
径方向部材とからなる円形のドーム屋根を構成する格子
状構造物において、 前記周方向部材と径方向部材との格点部分では、前記周
方向部材を他の部分より厚肉管にて形成すると共に、こ
の厚肉管内に断面保持材を備え、この厚肉管に前記径方
向部材を接合したことを特徴とするドーム屋根の格子状
構造物。
1. A lattice structure comprising a circular dome roof comprising a circumferential member and a radial member intersecting with the circumferential member, wherein at a point between the circumferential member and the radial member, A dome roof lattice, wherein the circumferential member is formed of a thicker tube than other portions, a cross-section holding material is provided in the thicker tube, and the radial member is joined to the thicker tube. Shaped structure.
JP10416697A 1997-04-22 1997-04-22 Lattice-shaped structure of dome type roof Pending JPH10299078A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10416697A JPH10299078A (en) 1997-04-22 1997-04-22 Lattice-shaped structure of dome type roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10416697A JPH10299078A (en) 1997-04-22 1997-04-22 Lattice-shaped structure of dome type roof

Publications (1)

Publication Number Publication Date
JPH10299078A true JPH10299078A (en) 1998-11-10

Family

ID=14373471

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10416697A Pending JPH10299078A (en) 1997-04-22 1997-04-22 Lattice-shaped structure of dome type roof

Country Status (1)

Country Link
JP (1) JPH10299078A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101439754B1 (en) * 2013-03-21 2014-09-15 주식회사 포스코 Hexagonal geometry building envelope structure and poly angle geometry building envelope structure
CN106499052A (en) * 2016-11-22 2017-03-15 浙江东南网架股份有限公司 Unit assembled end plate connecting node of six bar tetrahedral modules of one kind and preparation method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101439754B1 (en) * 2013-03-21 2014-09-15 주식회사 포스코 Hexagonal geometry building envelope structure and poly angle geometry building envelope structure
CN106499052A (en) * 2016-11-22 2017-03-15 浙江东南网架股份有限公司 Unit assembled end plate connecting node of six bar tetrahedral modules of one kind and preparation method thereof
CN106499052B (en) * 2016-11-22 2019-04-19 浙江东南网架股份有限公司 Six unit assembled end plate connecting nodes of bar tetrahedral modules of one kind and preparation method thereof

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