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JPH0427344B2 - - Google Patents
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JPH0427344B2 - - Google Patents

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Publication number
JPH0427344B2
JPH0427344B2 JP4257485A JP4257485A JPH0427344B2 JP H0427344 B2 JPH0427344 B2 JP H0427344B2 JP 4257485 A JP4257485 A JP 4257485A JP 4257485 A JP4257485 A JP 4257485A JP H0427344 B2 JPH0427344 B2 JP H0427344B2
Authority
JP
Japan
Prior art keywords
members
vertical members
units
adjacent
vertical
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
Application number
JP4257485A
Other languages
Japanese (ja)
Other versions
JPS61204442A (en
Inventor
Masatoshi Takagi
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.)
Obayashi Corp
Original Assignee
Obayashi 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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP4257485A priority Critical patent/JPS61204442A/en
Publication of JPS61204442A publication Critical patent/JPS61204442A/en
Publication of JPH0427344B2 publication Critical patent/JPH0427344B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 《産業上の利用分野》 この発明はドーム屋根の架設方法に関し、特に
屋根の平面投影形状が、三角形を組合せ配列した
形態となるドーム屋根の架設方法に関する。
DETAILED DESCRIPTION OF THE INVENTION <<Industrial Application Field>> The present invention relates to a method for constructing a dome roof, and more particularly to a method for constructing a dome roof in which the planar projection shape of the roof is a combination of triangles arranged.

《従来技術と問題点》 周知のように、運動競技場、催物会場などの大
空間構造物の屋根にはドーム構造が多く用いられ
ており、従来から鉄骨トラスや空気膜構造が採用
されている。
<Prior Art and Problems> As is well known, dome structures are often used for the roofs of large space structures such as athletic stadiums and event venues, and steel trusses and air membrane structures have traditionally been used. .

しかしながら、これらの構造にはそれぞれ以下
に示す欠点があつた。
However, each of these structures had the following drawbacks.

すなわち、鉄骨トラスでは、トラスの自重が重
く、また、架設のための架設設備が大規模化し、
建設コストが嵩む。
In other words, with steel trusses, the weight of the truss is heavy, and the erection equipment used for erection is large-scale.
Construction costs increase.

一方、空気膜では、構造物の気密を維持するた
めの出入口構造が複雑化するとともに、膜状の屋
根を保持するために、空調設備費やランニングコ
ストが嵩むという欠点があつた。
On the other hand, air membranes have the drawbacks of complicating the entrance/exit structure to maintain the airtightness of the structure, and increasing air conditioning equipment costs and running costs to maintain the membrane-like roof.

そこで近時、上述した欠点を解消するドーム屋
根が提案されている。
Therefore, recently, dome roofs have been proposed that solve the above-mentioned drawbacks.

この屋根構造は、ケーブル、ワイヤー等の線材
を主として用いるトラス構造で、軽量であつて経
済的とされている。
This roof structure is a truss structure mainly using wire materials such as cables and wires, and is considered to be lightweight and economical.

ところで、この種のトラス構造では、第1図に
示すように、リング状の外周支持架構10に、ケ
ーブル、ワイヤーなどの上、下弦材12,14を
架設し、これらの弦材12,14が上下に間隔を
隔てて交差する交点位置に、上下方向に棒状の垂
直材16を配置し、且つ、外周支持架構10の周
方向に沿つて隣接する垂直材16同士の下端間を
繋ぎ材18で連結して、これらの部材で形成する
ドーム屋根の平面投影形状が三角形を組合配置し
た形態となるものが、安定性の面で推奨されてい
る。この第1図aの構造をより詳細に述べると、
屋根構造の平面外形を画定する環状の外周支持架
構10内部の平面投影が、三角形を複数組み合わ
せた配列となるように、外周支持架構10に複数
の上弦材12を架設すると共に、これら三角形の
各頂点位置にその上端を固着して垂直材16を垂
下し、一方の垂直材16の下端とこれよりも外周
支持架構10側に位置する他方の垂直材16の上
端との間に、下弦材14をそれぞれ架設し、さら
に外周支持架構10の周方向に沿つて隣接する垂
直材16同士を繋ぎ材18で連結して構成されて
いる。
By the way, in this type of truss structure, as shown in FIG. Bar-shaped vertical members 16 are arranged in the vertical direction at intersection points that intersect at intervals in the vertical direction, and a connecting member 18 is used to connect the lower ends of adjacent vertical members 16 along the circumferential direction of the outer peripheral support frame 10. In terms of stability, it is recommended that these members be connected so that the planar projection shape of the dome roof formed by these members is a combination of triangles. To describe the structure in Figure 1a in more detail,
A plurality of upper chord members 12 are installed on the outer circumferential support frame 10 so that the planar projection of the inside of the annular outer circumferential support frame 10 that defines the planar outline of the roof structure is an array of a plurality of triangles. The vertical member 16 is suspended with its upper end fixed to the apex position, and the lower chord member 14 is suspended between the lower end of one vertical member 16 and the upper end of the other vertical member 16 located on the outer peripheral support frame 10 side. The vertical members 16 adjacent to each other along the circumferential direction of the outer periphery support frame 10 are connected by connecting members 18.

しかし、このような形状のドーム屋根では、各
部材で形成する三角形状が所定の状態に維持され
てこそ安定性が得られるものであつて、従来の架
設方法ではこのように形成することが難しかつ
た。
However, with a dome roof shaped like this, stability can only be achieved if the triangular shape formed by each member is maintained in a predetermined state, which is difficult to achieve with conventional construction methods. It was.

すなわち、従来は第1図bに示すように、所定
長の上弦材12の両端を支持架構10に仮止め
し、上弦材12の所定位置に垂直材16の上端を
係止して垂設し、一方の垂直材16の下端とこれ
よりも外周支持架構10側に位置する他方の垂直
材16の上端との間に、一方の垂直材16及び上
弦材12と組み合わされて側面視で三角形をなす
下弦材14を架設した後、上弦材12の端部を引
張つて支持架構10に固定していた。
That is, conventionally, as shown in FIG. 1b, both ends of the upper chord member 12 of a predetermined length are temporarily fixed to the support frame 10, and the upper end of the vertical member 16 is locked at a predetermined position of the upper chord member 12 to hang it vertically. , between the lower end of one vertical member 16 and the upper end of the other vertical member 16 located closer to the outer periphery support frame 10 than this, there is a triangular shape in side view in combination with one vertical member 16 and the upper chord member 12. After the lower chord members 14 were erected, the ends of the upper chord members 12 were pulled and fixed to the support frame 10.

このため、上記の引張力の導入により垂直材1
6の位置が相対的に変位し、しかも、多数の上弦
材12を同じ引張状態で固定しないと組合せ配置
された三角形が部分的に変形することとなり、各
三角形状を所定の状態に形成することが困難であ
つた。
Therefore, by introducing the above-mentioned tensile force, the vertical member 1
6 are relatively displaced, and if a large number of upper chord members 12 are not fixed in the same tension state, the triangles arranged in combination will be partially deformed, and it is difficult to form each triangle shape in a predetermined state. was difficult.

この発明は、上述した従来の問題点に鑑みてな
されたものであつて、その目的とするところは、
変形は生ずることなく整然と三角形を組合せ配置
した平面となるドーム屋根が簡単に形成できる架
設方法を提供することにある。
This invention has been made in view of the above-mentioned conventional problems, and its purpose is to:
It is an object of the present invention to provide an erection method that can easily form a flat dome roof in which triangles are arranged in an orderly manner without causing deformation.

《問題点を解決するための手段》 上記目的を達成するため、この発明は、屋根構
造の平面外形を画定する環状の外周支持架構に、
垂直材、上・下弦材及び該垂直材を周方向に繋ぐ
繋ぎ材を架設することで、該外周支持架構内部の
平面投影を三角形の組み合わせ配列となすドーム
屋根の架設方法において、まず、該垂直材と該
上・下弦材とで平面投影が該三角形をなすユニツ
トを予め個別に形成し、次いで、該ユニツトを、
それらの垂直材を仮設材で支持させて該屋根構造
の中心側に位置させ且つ該垂直材とは反対側のユ
ニツト端縁を該外周支持架構に係止させ、さらに
隣接するユニツト相互は、それらのユニツト端縁
の両端を重ねるようにして、順次該外周支持架構
の内周に沿つて隣接設置することで環状列を形成
し、次いで、該外周支持架構の周方向に沿つて隣
接する該ユニツトの垂直材同士を該繋ぎ材で結束
した後該仮設材を撤去し、次いで、他の該ユニツ
トを、それらの垂直材を仮設材で支持させて該屋
根構造の中心側に位置させ且つそれらのユニツト
端縁を該環状列に係止させて該環状列とで取り囲
んだ平面投影三角形を区画形成し、さらに隣接す
るユニツト相互は、それらのユニツト端縁の両端
を重ねるようにして、順次該環状列の内周に沿つ
て隣接設置することで内側の環状例を形成し、次
いで、該環状列の周方向に沿つて隣接する該ユニ
ツトの垂直材同士を該繋ぎ材で結束した後該仮設
材を撤去し、爾後、該屋根構造の中心に向けて、
該環状列の更に内側に他の環状列を順次構築して
いくことを特徴とする。
<<Means for Solving the Problems>> In order to achieve the above object, the present invention provides an annular outer peripheral support frame that defines the planar outline of the roof structure.
In a method for constructing a dome roof in which the planar projection of the inside of the outer circumferential support frame is arranged in a triangular combination by constructing vertical members, upper and lower chord members, and connecting members that connect the vertical members in the circumferential direction, first, the vertical members are installed. A unit whose planar projection forms the triangle is formed individually in advance by the material and the upper and lower chord members, and then the unit is
These vertical members are supported by temporary materials and positioned at the center of the roof structure, and the edge of the unit on the opposite side from the vertical members is locked to the outer peripheral support frame. The units are successively installed adjacent to each other along the inner periphery of the outer periphery support structure so that both ends of the units are overlapped, forming an annular row, and then the units adjacent to each other along the circumferential direction of the outer periphery support structure are After tying the vertical members together with the connecting material, the temporary material is removed, and then the other unit is positioned at the center of the roof structure with its vertical members supported by the temporary material, and its The end edges of the units are locked to the annular row to form a planar projection triangle surrounded by the annular row, and adjacent units are sequentially connected to the annular row by overlapping both ends of their unit edges. An inner annular example is formed by installing adjacent units along the inner periphery of the row, and then the vertical members of the adjacent units are tied together with the connecting material along the circumferential direction of the annular row, and then the temporary members are , and then towards the center of the roof structure,
It is characterized in that other annular rows are successively constructed further inside the annular row.

また、本発明は、屋根構造の平面外形を画定す
る環状の外周支持架構に、垂直材、上・下弦材及
び該垂直材を周方向に繋ぐ繋ぎ材を架設すること
で、該外周支持架構内部の平面投影を三角形の組
み合わせ配列となすドーム屋根の架設方法におい
て、まず、互いに間隔を隔てて配置された該垂直
材と、該垂直材の上・下端間にそれぞれ架設され
た該上・下弦材とで底面を形成すると共に、これ
らの垂直材の下端それぞれに各一端が固着された
他の一対の該下弦材の他端と、これら垂直材の上
端それぞれに各一端が固着された他の一対の該上
弦材の他端とで頂点を構成するようにこれら他端
を一括して固着して四つの錐面を形成して、平面
投影が三角形をなす四角錐体のユニツトを予め個
別に形成し、次いで、該ユニツトを、それらの垂
直材を仮設材で支持させて該屋根構造の中心側に
位置させ且つ該垂直材と対向する該頂点を該外周
支持架構に係止させて該外周支持架構とで取り囲
んで平面投影三角形を区画形成し、さらに隣接す
るユニツト相互は、それらの垂直材同士を隣接さ
せるようにして、順次該外周支持架構の内周に沿
つて隣接設置することで環状列を形成し、次い
で、隣接する該ユニツトの垂直材同士を該繋ぎ材
で結束した後該仮設材で撤去し、次いで、他の該
ユニツトを、それらの垂直材を仮設材で支持させ
て該屋根構造の中心側に位置させ且つそれらユニ
ツトの該頂点を該環状列に係止させて該環状列と
で取り囲んで平面投影三角形を区画形成し、さら
に隣接するユニツト相互は、それらの垂直材同士
を隣接させるようにして、順次該環状列の内周に
沿つて隣接設置することで内側の環状列を形成
し、次いで、隣接する該ユニツトの垂直同士を該
繋ぎ材で結束した後該仮設材を撤去し、爾後、該
屋根構造の中心に向けて、該環状列の更に内側に
他の環状列を順次構築していくことを特徴とす
る。
Furthermore, the present invention provides a structure in which vertical members, upper and lower chord members, and connecting members that connect the vertical members in the circumferential direction are installed on the annular outer peripheral support frame that defines the planar outer shape of the roof structure. In the method of constructing a dome roof in which the planar projections of are arranged in a triangular combination, first, the vertical members arranged at intervals, and the upper and lower chord members installed between the upper and lower ends of the vertical members, respectively. and another pair of lower chord members each having one end fixed to each of the lower ends of these vertical members, and another pair of lower chord members each having one end fixed to each of the upper ends of these vertical members. The other ends of the upper chord member are fixed together to form a vertex, forming four pyramidal surfaces, and a quadrangular pyramidal unit whose planar projection forms a triangle is individually formed in advance. Then, the unit is positioned at the center of the roof structure with the vertical members supported by temporary materials, and the apex facing the vertical members is locked to the outer peripheral support frame to provide the outer peripheral support. The units are surrounded by the frame to form a planar projection triangle, and adjacent units are successively installed adjacent to each other along the inner periphery of the outer periphery support frame, with their vertical members adjacent to each other, thereby forming an annular array. Next, after binding the vertical members of the adjacent units with the connecting material, they are removed using the temporary material, and then the other units are connected to the roof by supporting their vertical members with the temporary material. The units are located at the center of the structure, and the apexes of these units are locked to the annular row, and are surrounded by the annular row to form a planar projection triangle. An inner annular row is formed by sequentially installing adjacent units along the inner periphery of the annular row, and then, after binding the vertical units of the adjacent units with the connecting material, the temporary construction material is It is characterized in that after the roof structure is removed, other annular rows are successively constructed further inside the annular row toward the center of the roof structure.

《作用》 三角形平面を形成する部分は、予め工場などで
立体四面錐体や四角錐体のユニツトとして加工さ
れるため、高精度且つ簡単に製造できる。
<<Operation>> Since the portion forming the triangular plane is processed in advance as a three-dimensional four-sided pyramid or square pyramid unit in a factory, it can be easily manufactured with high precision.

また、このような高精度に形成されたユニツト
を、順次仮設材を使用して連結設置するため、形
成されたドーム屋根は、三角形が部分的に変形す
ることなく整然と組合わされたものとなり、大き
な安定性を得ることができる。
In addition, because these highly precisely formed units are successively connected and installed using temporary materials, the resulting dome roof is one in which the triangles are neatly assembled without any partial deformation, resulting in a large Stability can be obtained.

《実施例》 以下、この発明の好適な実施例について、添附
図面を参照して詳細に説明する。
<<Example>> Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

第2図から第4図は、この発明に係るドーム屋
根の架設方法の一実施例を示している。
FIGS. 2 to 4 show an embodiment of the method for constructing a dome roof according to the present invention.

第2図と第3図は本発明の架設方法の工程を順
に示しており、分割数は異なるが最終的には、第
1図に示す如き外周支持架構内部の平面投影を三
角形の組み合わせ配列としたドーム屋根とするも
のであつて、まず、架設に先立つてこの三角形平
面を形成する部分を、第4図に示すようにユニツ
トとして予め個別に製作する。
Figures 2 and 3 sequentially show the steps of the erection method of the present invention, and although the number of divisions is different, the final planar projection of the inside of the outer peripheral support frame as shown in Figure 1 is a combination of triangular arrays. In order to obtain a dome roof, first, prior to erection, the portions forming the triangular plane of the lever are individually fabricated as a unit as shown in FIG.

ユニツトは、三本の上弦材12a,12b,1
2cの端部を相互に固着して三角形状とし、1つ
の頂点に垂直材16aの上端を固着するととも
に、垂直材16aの下端から他の2頂点に2本の
下弦材14a,14bを取付けた立体の四面体ユ
ニツト101となつている。換言すれば、ユニツ
ト101は図示するように、垂直材16aで一
辺、この垂直材16aの下端に各一端が固着され
た一対の下弦材14a,14bで二辺、さらに垂
直材16aの上端とこれら下弦材14a,14b
の各他端との間並びにこれら下弦材14a,14
bの他端間に架設されて平面投影で三角形を形成
する上弦材12a〜12cで三辺を形成して構成
される、立体四面体で構成されている。
The unit consists of three upper chord members 12a, 12b, 1
The ends of the vertical members 2c are fixed to each other to form a triangular shape, and the upper end of the vertical member 16a is fixed to one vertex, and two lower chord members 14a and 14b are attached from the lower end of the vertical member 16a to the other two apexes. It is a three-dimensional tetrahedral unit 101. In other words, as shown in the figure, the unit 101 has one side formed by the vertical member 16a, two sides formed by a pair of lower chord members 14a and 14b each having one end fixed to the lower end of the vertical member 16a, and furthermore, the upper end of the vertical member 16a and these two sides. Lower chord members 14a, 14b
and the other ends of these lower chord members 14a, 14
It is constituted by a three-dimensional tetrahedron whose three sides are formed by upper chord members 12a to 12c which are installed between the other ends of the upper chord members 12a to 12c and form a triangle in plan projection.

なお、上弦材12a〜12cの上面には、予め
膜材などの屋根葺材24を取付けておいてもよ
い。
Note that a roofing material 24 such as a membrane material may be attached in advance to the upper surfaces of the upper chord members 12a to 12c.

このようにして形成された多数の四面体ユニツ
ト101は、第2図aに示すように、屋根構造の
平面外形を画定するリング状の外周支持架構10
の内側に、垂直材16aが屋根構造の中心側に向
き、且つまた垂直材16aとは反対側のユニツト
端縁、具体的には垂直材16aと対向する辺をな
す上弦材12aが支持架構10側となるようにし
て、架構10の内周に沿つて隣接配置する。
A large number of tetrahedral units 101 thus formed are connected to a ring-shaped outer peripheral support frame 10 that defines the planar outline of the roof structure, as shown in FIG. 2a.
Inside the support frame 10, the vertical member 16a faces toward the center of the roof structure, and the upper chord member 12a, which forms the edge of the unit opposite to the vertical member 16a, specifically the side facing the vertical member 16a, is attached to the support frame 10. They are arranged adjacent to each other along the inner periphery of the frame 10 so as to be on the sides.

各四面体ユニツト101の配置にあたつては、
相隣接するユニツト101相互間で垂直材16a
の反対側にある2つの頂点、すなわち上弦材12
aの両端が重なるように密接させて、その上弦材
12aを支持架構10に係止し、且つ、各垂直材
16aの下方に仮設柱20を設けるとともに、隣
接する垂直材16a相互間にこれらの上端を周方
向に繋ぐ仮設ケーブル22を設けて、各四面体ユ
ニツト101を支持する。
Regarding the arrangement of each tetrahedral unit 101,
Vertical members 16a between adjacent units 101
The two vertices on opposite sides of , i.e. the upper chord 12
The upper chord members 12a of the upper chord members 12a are fixed to the support frame 10 so that both ends of the vertical members a overlap, and temporary pillars 20 are provided below each vertical member 16a, and these vertical members 16a are placed between adjacent vertical members 16a. A temporary cable 22 connecting the upper ends in the circumferential direction is provided to support each tetrahedral unit 101.

そして、順次四面体ユニツト101を周方向に
繋いで、第2図aに示すように第1の環状列Xが
形成されると、外周支持架構10の周方向に沿つ
て隣接するこれらユニツト101の垂直材16a
の下端同士を本設の繋ぎ材18で連結結束した
後、上記仮設柱20と仮設ケーブル22を撤去す
る。
Then, when the tetrahedral units 101 are sequentially connected in the circumferential direction to form the first annular row X as shown in FIG. Vertical member 16a
After connecting and bundling the lower ends of each with the permanent connecting member 18, the temporary pillar 20 and the temporary cable 22 are removed.

次いで、第1の環状列Xの内側に、同じように
して四面体ユニツト102を仮設柱20、仮設ケ
ーブル22によつて支持しながら配置し、第3図
aに示すように第2の環状列Yを形成する。
Next, the tetrahedral units 102 are similarly arranged inside the first annular row X while being supported by the temporary columns 20 and the temporary cables 22, and the tetrahedral units 102 are placed inside the first annular row X, as shown in FIG. Form Y.

ここで、四面体ユニツト102は、この実施例
のように第1の環状列Xと同じ数の分割とする場
合には、垂直材16aの長さを小さくするなど予
め調整しておくが、第1図に示すように同じ三角
形で全体を構成する場合には、その必要はない。
Here, when the tetrahedral unit 102 is divided into the same number of divisions as the first annular row This is not necessary if the entire structure is made up of the same triangles as shown in Figure 1.

また、第2の環状列Yを構成する四面体ユニツ
ト102は、上記第1の環状列Xを構成する四面
体ユニツト101の相隣接する垂直材16aの上
端上に、四面体ユニツト102の上弦材12aが
位置するようし、このユニツト102の垂直材1
6aも屋根構造の中心側に向ける。
Further, the tetrahedral units 102 constituting the second annular row Y are placed on the upper ends of the vertical members 16a adjacent to each other of the tetrahedral units 101 constituting the first annular row X. 12a, and vertical member 1 of this unit 102.
6a is also directed toward the center of the roof structure.

詳述すると上記と同様に、ユニツト102を、
それらの垂直材16aを仮設柱20及び仮設ケー
ブル22で支持させて屋根構造の中心側に位置さ
せ且つそれらの上弦材12aを第1の環状列Xに
係止させてこの第1の環状列Xとで取り囲んだ平
面投影三角形を区画形成し、さらに隣接するユニ
ツト102相互は、それらの上弦材12aの両端
を重ねるようにして、順次第1の環状列Xの内周
に沿つて隣接設置することでさらに内側に第2の
環状列Yを形成し、その後、第1の環状列Xの周
方向に沿つて隣接するこれらユニツト102の垂
直材16aの下端同士を繋ぎ材18で結束した
後、仮設柱20及び仮設ケーブル22を撤去す
る。
In detail, as above, the unit 102 is
These vertical members 16a are supported by temporary columns 20 and temporary cables 22, and are positioned at the center side of the roof structure, and the upper chord members 12a are locked to the first annular row X. A plane projection triangle surrounded by is formed, and further, adjacent units 102 are successively installed adjacent to each other along the inner periphery of the first annular row X, with both ends of their upper chord members 12a overlapping each other. Then, the lower ends of the vertical members 16a of these units 102 adjacent to each other along the circumferential direction of the first annular row The pillar 20 and temporary cable 22 are removed.

この工程を順次繰返し、ユニツトで形成する環
状列を屋根構造の中心に向けて延ばしていけば、
平面投影三角形を組合せ配置したドーム屋根が構
築される。
By repeating this process in sequence and extending the annular row formed by the units toward the center of the roof structure,
A dome roof is constructed by combining and arranging planar projection triangles.

さて、上述の本発明の架設方法によれば、四面
体ユニツト101,102は、予め工場生産が可
能であつて、各部材を高精度に加工できるため、
各ユニツト精度よく簡単に組立てることが可能と
なる。
Now, according to the above-described construction method of the present invention, the tetrahedral units 101 and 102 can be produced in advance in a factory, and each member can be processed with high precision.
Each unit can be easily assembled with high precision.

従つて、各四面体ユニツト101,102を環
状に連結して構成するドーム屋根の平面投影形状
は、設計された三角形を整然と配置したものとな
り、部分的な変形なども生ずることなく、大きな
安定性が得られる。
Therefore, the planar projection shape of the dome roof, which is constructed by connecting the tetrahedral units 101 and 102 in an annular manner, is an orderly arrangement of designed triangles, and has great stability without causing any partial deformation. is obtained.

また、架設に際しては、架設柱20と架設ケー
ブル22とで簡単に行なえ、大空間のドーム屋根
であつても施工上問題はない。
Moreover, the construction can be easily carried out using the construction pillars 20 and the construction cables 22, and there is no problem in construction even on a dome roof of a large space.

さらに、各四面体ユニツト101,102の上
弦材12a〜12c上に予め膜材などの屋根葺材
24を取付けておけば、ユニツト相互間などに区
画形成される三角形部分に屋根葺材を施工する際
に、作業台として使用できるため、屋根葺作業の
能率も向上する。
Furthermore, if a roofing material 24 such as a membrane material is installed in advance on the upper chord members 12a to 12c of each of the tetrahedral units 101, 102, it is possible to install the roofing material on the triangular portions formed between the units. It can also be used as a workbench, improving the efficiency of roofing work.

第5図および第6図は、この発明の他の実施例
を示しており、以下にその特徴点についてのみ説
明する。
FIGS. 5 and 6 show another embodiment of the invention, and only its features will be described below.

すなわち、この実施例では、上記ユニツトを第
5図に示す如き四角錐ユニツト200としてい
る。
That is, in this embodiment, the above unit is a quadrangular pyramid unit 200 as shown in FIG.

四角錐ユニツト200は、3本ずつの上、下弦
材12d〜12f,14d〜14fを三角形状に
するとともに、四角錐の底面の対向する2辺上に
一対の垂直材16b,16cを配置し、垂直材1
6b,16cの上下端と上、下弦材12d〜12
f,14d〜14fの2頂点とをそれぞれ固着す
るとともに、他の頂点同士を固着して形成してい
る。換言すれば、ユニツト200は、互いに間隔
を隔てて配置された垂直材16b,16cと、こ
の垂直材16b,16cの上・下端間にそれぞれ
架設された上・下弦材12d,14dとで底面を
形成すると共に、これら垂直材16b,16cの
下端それぞれに各一端が固着された他の一対の下
弦材14e,14fの他端と、これら垂直材16
b,16cの上端それぞれに各一端が固着された
他の一対の上弦材12e,12fの他端とで頂点
を構成するようにこれら他端を一括して固着して
四つの錐面を形成して、平面投影が三角形をなす
四角錐体で構成される。また、上弦材12d〜1
2f上には屋根葺材24を予め取付けておいても
よい。
The square pyramid unit 200 has three upper and lower chord members 12d to 12f, 14d to 14f each shaped like a triangle, and a pair of vertical members 16b and 16c are arranged on two opposing sides of the bottom of the square pyramid. Vertical member 1
Upper and lower ends of 6b, 16c and upper and lower chord members 12d to 12
The two vertices f, 14d to 14f are fixed to each other, and the other vertices are fixed to each other. In other words, the unit 200 has a bottom surface formed by vertical members 16b and 16c arranged at intervals, and upper and lower chord members 12d and 14d installed between the upper and lower ends of the vertical members 16b and 16c, respectively. At the same time, the other ends of the other pair of lower chord members 14e and 14f each having one end fixed to the lower ends of these vertical members 16b and 16c, and the other ends of these vertical members 16
One end of each upper chord member b, 16c is fixed to the other end of the other pair of upper chord members 12e, 12f, and these other ends are fixed together to form a vertex, forming four conical surfaces. It is composed of a quadrangular pyramid whose plane projection forms a triangle. In addition, upper chord members 12d to 1
A roofing material 24 may be attached on 2f in advance.

このように予め形成された四角錐ユニツト20
0は、第6図に示す如く、外周支持架構10上に
上記実施例と同じように環状列に配置されるが、
この場合、四角錐ユニツト200はその頂点が外
周支持架構10側に向き、垂直材16b,16c
が屋根構造の中心側となるように配置される。こ
の架設手法をより詳しく述べると、最外側の環状
列の配置方法は、ユニツト200を、それらの垂
直材16b,16cを架設柱及び架設ケーブルで
支持させて屋根構造の中心側に位置させ且つ垂直
材16b,16cと対向する上記頂点を外周支持
架構10に係止させて外周支持架構10とで取り
囲んで平面投影三角形を区画形成し、さらに隣接
するユニツト200相互は、それらの垂直材同士
16b,16cを隣接させるようにして、順次外
周支持架構10の内周に沿つて隣接設置すること
で環状列を形成し、その後上記実施例と同様に、
隣接するユニツト200の垂直材16b,16c
の下端同士を繋ぎ材18で結束した後、仮設柱及
び仮設ケーブルを撤去する。ここで、垂直材16
b,16cは、隣接するもの同士が個別に繋ぎ材
18で結束されることになる。その後は図示しな
いが上記と同様にして、他のユニツトを、屋根構
造の中心側に位置させ且つそれらユニツトの頂点
を上記環状列に係止させてこの環状列とで取り囲
んで平面投影三角形を区画形成し、さらに隣接す
るユニツト相互は、それらの垂直体同士を隣接さ
せるようにして、順次環状列の内周に沿つて隣接
設置することで内側の環状列を形成し、爾後、屋
根構造の中心に向けて、構築した環状列の更に内
側に他の環状例を順次構築していくことになる。
The square pyramid unit 20 formed in advance in this way
0 are arranged in an annular row on the outer peripheral support frame 10 as in the above embodiment, as shown in FIG.
In this case, the square pyramid unit 200 has its apex facing the outer peripheral support frame 10 side, and the vertical members 16b, 16c
is placed toward the center of the roof structure. To explain this construction method in more detail, the arrangement method for the outermost annular row is to position the units 200 on the center side of the roof structure with their vertical members 16b and 16c supported by the construction columns and construction cables, and to vertically The apexes facing the members 16b, 16c are locked to the outer peripheral support frame 10 and surrounded by the outer peripheral support frame 10 to form a planar projection triangle. 16c are placed adjacent to each other in order to form an annular row along the inner periphery of the outer periphery support structure 10, and then, as in the above embodiment,
Vertical members 16b, 16c of adjacent units 200
After tying the lower ends together with the connecting material 18, the temporary pillars and temporary cables are removed. Here, the vertical member 16
Adjacent items b and 16c are individually tied together with a connecting material 18. Thereafter, although not shown, in the same manner as above, other units are positioned at the center side of the roof structure, and their vertices are locked to the annular row and surrounded by this annular row to define a planar projection triangle. The adjacent units are successively installed adjacent to each other along the inner periphery of the annular row with their vertical bodies adjacent to each other to form an inner annular row, and then the center of the roof structure is Toward this end, other annular examples will be successively constructed further inside the constructed annular array.

以上の構成からなる四角錐ユニツト200を用
いた架設方法でも上記実施例と同様な効果が得ら
れる。
An erection method using the quadrangular pyramid unit 200 having the above configuration also provides the same effects as in the above embodiment.

なお、上記実施例で説明した上・下弦材12
a,14aなどは、ケーブル、ワイヤーだけでな
く剛性のある棒状物であつてもよい。
Note that the upper and lower chord members 12 explained in the above embodiments
a, 14a, etc. may be not only cables and wires but also rigid rod-like objects.

また、外周支持架構10の形状も円形状だけで
なく、楕円あるいは多角形であつてもよい。
Furthermore, the shape of the outer peripheral support frame 10 is not limited to a circular shape, but may also be an ellipse or a polygon.

《発明の効果》 以上、実施例で詳細に説明したように、本発明
の架設方法によれば、平面投影を三角形の組合せ
配列としたドーム屋根が、望ましい三角形が変形
を生ずることなく整然と配置された状態となり、
ドーム屋根の安定性を大幅に高められる。
<<Effects of the Invention>> As described above in detail in the embodiments, according to the construction method of the present invention, a dome roof whose planar projection is a combination of triangles can be arranged in an orderly manner without causing deformation of the desired triangles. It became a state of
The stability of the dome roof can be greatly increased.

また、三角形平面を形成するユニツトは工場で
大量生産でき、しかも、架設自体は簡単な仮設材
だけで行えるため、大空間のドーム屋根も容易且
つ経済的に構築できる。
In addition, units forming a triangular plane can be mass-produced in a factory, and the construction itself can be performed using only simple temporary materials, so dome roofs for large spaces can be constructed easily and economically.

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

第1図aはドーム屋根の全体構成を示す平面
図、第1図bは第1図aのA−A線矢視図であ
る。第2図から第4図は、この発明の一実施例を
示しており、第2図a、第3図aは工程順を示す
平面図、第2図b、第3図bはそれぞれ第2図
a、第3図aの側断面図、第4図は四面体ユニツ
トの斜視図である。第5図および第6図は、この
発明の他の実施例を示しており、第5図の四角錐
ユニツトの斜視図、第6図は架設工程の一部を示
す平面図である。 10……外周支持架構、12……上弦材、14
……下弦材、16……垂直材、18……繋ぎ材、
20……仮設柱、22……仮設ケーブル。
FIG. 1a is a plan view showing the overall structure of the dome roof, and FIG. 1b is a view taken along the line A--A in FIG. 1a. 2 to 4 show one embodiment of the present invention, FIGS. 2a and 3a are plan views showing the process order, and FIGS. 2b and 3b are respectively Figure a and Figure 3a are side sectional views, and Figure 4 is a perspective view of the tetrahedral unit. FIGS. 5 and 6 show other embodiments of the present invention; FIG. 5 is a perspective view of the square pyramid unit shown in FIG. 5, and FIG. 6 is a plan view showing a part of the construction process. 10...Outer periphery support frame, 12...Top chord member, 14
... lower chord material, 16 ... vertical material, 18 ... connecting material,
20...Temporary pillar, 22...Temporary cable.

Claims (1)

【特許請求の範囲】 1 屋根構造の平面外形を画定する環状の外周支
持架構に、垂直材、上・下弦材及び該垂直材を周
方向に繋ぐ繋ぎ材を架設することで、該外周支持
架構内部の平面投影を三角形の組み合わせ配列と
なすドーム屋根の架設方法において、 まず、該垂直材と該上・下弦材とで平面投影が
該三角形をなすユニツトを予め個別に形成し、 次いで、該ユニツトを、それらの垂直材を仮設
材で支持させて該屋根構造の中心側に位置させ且
つ該垂直材とは反対側のユニツト端縁を該外周支
持架構に係止させ、さらに隣接するユニツト相互
は、それらのユニツト端縁の両端を重ねるように
して、順次該外周支持架構の内周に沿つて隣接設
置することで環状列を形成し、 次いで、該外周支持架構の周方向に沿つて隣接
する該ユニツトの垂直材同士を該繋ぎ材で結束し
た後該仮設材を撤去し、 次いで、他の該ユニツトを、それらの垂直材を
仮設材で支持させて該屋根構造の中心側に位置さ
せ且つそれらのユニツト端縁を該環状列に係止さ
せて該環状列とで取り囲んだ平面投影三角形を区
画形成し、さらに隣接するユニツト相互は、それ
らのユニツト端縁の両端を重ねるようにして、順
次該環状列の内周に沿つて隣接設置することで内
側の環状列を形成し、 次いで、該環状列の周方向に沿つて隣接する該
ユニツトの垂直材同士を該繋ぎ材で結束した後該
仮設材を撤去し、 爾後、該屋根構造の中心に向けて、該環状列の
更に内側に他の環状列を順次構築していくことを
特徴とするドーム屋根の架設方法。 2 上記ユニツトは、上記垂直材で一辺、該垂直
材の下端に各一端が固着された一対の上記下弦材
で二辺、さらに該垂直材の上端とこれら下弦材の
各他端との間並びにこれら下弦材の他端間に架設
されて平面投影で三角形を形成する上記上弦材で
三辺を形成して構成される立体四面体で構成さ
れ、上記ユニツト端縁が該垂直材と対向する辺を
なす上弦材である特許請求の範囲第1項記載のド
ーム屋根の架設方法。 3 上記ユニツトには、屋根葺材が予め取り付け
られている特許請求の範囲第1項または第2項い
ずれかの項に記載のドーム屋根の架設方法。 4 屋根構造の平面外形を画定する環状の外周支
持架構に、垂直材、上・下弦材及び該垂直材を周
方向に繋ぐ繋ぎ材を架設することで、該外周支持
架構内部の平面投影を三角形の組み合わせ配列と
なすドーム屋根の架設方法において、 まず、互いに間隔を隔てて配置された該垂直材
と、該垂直材の上・下端間にそれぞれ架設された
該上・下弦材とで底面を形成すると共に、これら
垂直材の下端それぞれに各一端が固着された他の
一対の該下弦材の他端と、これら垂直材の上端そ
れぞれに各一端が固着された他の一対の該上弦材
の他端とで頂点を構成するようにこれら他端を一
括して固着して四つの錐面を形成して、平面投影
が三角形をなす四角錐体のユニツトを予め個別に
形成し、 次いで、該ユニツトを、それらの垂直材を仮設
材で支持させて該屋根構造の中心側に位置させ且
つ該垂直材と対向する該頂点を該外周支持架構に
係止させて該外周支持架構とで取り囲んで平面投
影三角形を区画形成し、さらに隣接するユニツト
相互は、それらの垂直材同士を隣接させるように
して、順次該外周支持架構の内周に沿つて隣接設
置することで環状列を形成し、 次いで、隣接する該ユニツトの垂直材同士を該
繋ぎ材で結束した後該仮設材を撤去し、 次いで、他の該ユニツトを、それらの垂直材を
仮設材で支持させて該屋根構造の中心側に位置さ
せ且つそれらユニツトの該頂点を該環状列に係止
させて該環状列とで取り囲んで平面投影三角形を
区画形成し、さらに隣接するユニツト相互は、そ
れらの垂直材同士を隣接させるようにして、順次
該環状列の内周に沿つて隣接設置することで内側
の環状列を形成し、 次いで、隣接する該ユニツトの垂直材同士を該
繋ぎ材で結束した後該仮設材を撤去し、 爾後、該屋根構造の中心に向けて、該環状列の
更に内側に他の環状列を順次構築していくことを
特徴とするドーム屋根の架設方法。
[Scope of Claims] 1. By installing vertical members, upper and lower chord members, and connecting members that connect the vertical members in the circumferential direction on an annular outer peripheral support frame that defines the planar outline of the roof structure, the outer peripheral support frame can be constructed. In a method for constructing a dome roof in which the planar projection of the interior is arranged in a triangular combination, first, the vertical members and the upper and lower chord members form individual units whose planar projections form the triangular shape, and then the units are The vertical members are supported by temporary materials and positioned at the center of the roof structure, and the edge of the unit on the opposite side from the vertical members is locked to the outer peripheral support frame, and the adjacent units are , the units are successively installed adjacent to each other along the inner periphery of the outer periphery support structure with both ends of the units overlapped, forming an annular row, and then adjacent along the circumferential direction of the outer periphery support structure. After binding the vertical members of the unit with the connecting material, the temporary material is removed, and the other unit is positioned at the center of the roof structure with its vertical members supported by the temporary material. The edges of these units are locked to the annular row to form a planar projection triangle surrounded by the annular row, and adjacent units are sequentially stacked with both ends of their edges overlapped. An inner annular row is formed by installing the units adjacent to each other along the inner circumference of the annular row, and then, after binding the vertical members of the adjacent units along the circumferential direction of the annular row with the connecting material, A method for constructing a dome roof, which comprises removing temporary materials and then sequentially constructing other annular rows further inside the annular row toward the center of the roof structure. 2. The above unit has one side of the vertical member, two sides of the pair of lower chord members each having one end fixed to the lower end of the vertical member, and a space between the upper end of the vertical member and each other end of these lower chord members, and It is constructed of a three-dimensional tetrahedron with three sides formed by the upper chord members which are installed between the other ends of these lower chord members to form a triangle in plan projection, and the edge of the unit is the side facing the vertical member. The method for constructing a dome roof according to claim 1, wherein the dome roof is a top chord member forming a top chord. 3. The method for constructing a dome roof according to claim 1 or 2, wherein the unit is pre-attached to roofing material. 4 By installing vertical members, upper and lower chord members, and connecting members that connect the vertical members in the circumferential direction on the annular outer peripheral support frame that defines the planar outline of the roof structure, the planar projection of the inside of the outer peripheral support frame is shaped like a triangle. In the method for constructing a dome roof with a combination arrangement, first, the bottom surface is formed by the vertical members arranged at intervals and the upper and lower chord members respectively installed between the upper and lower ends of the vertical members. At the same time, the other ends of the other pair of lower chord members each having one end fixed to each of the lower ends of these vertical members, and the other ends of the other pair of said upper chord members each having one end fixed to each upper end of these vertical members. These other ends are fixed together to form four pyramidal surfaces so that the two ends form a vertex, and a quadrangular pyramidal unit whose planar projection forms a triangle is individually formed in advance, and then the unit is The vertical members are supported by temporary materials and positioned at the center of the roof structure, and the apex facing the vertical members is locked to the outer peripheral support frame and surrounded by the outer peripheral support frame to form a flat surface. A projection triangle is defined, and adjacent units are successively installed adjacent to each other along the inner periphery of the outer periphery support frame with their vertical members adjacent to each other to form an annular row; After binding the vertical members of the adjacent unit with the connecting material, remove the temporary material, and then move the other unit to the center side of the roof structure with its vertical members supported by the temporary material. and the vertices of these units are locked to the annular row and surrounded by the annular row to form a planar projection triangle, and further, the vertical members of adjacent units are made to be adjacent to each other, An inner annular row is formed by sequentially installing adjacent units along the inner periphery of the annular row, and then, after binding the vertical members of the adjacent units with the connecting material, the temporary material is removed, and then, A method for constructing a dome roof, comprising sequentially constructing other annular rows further inside the annular row toward the center of the roof structure.
JP4257485A 1985-03-06 1985-03-06 Construction of dome roof Granted JPS61204442A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4257485A JPS61204442A (en) 1985-03-06 1985-03-06 Construction of dome roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4257485A JPS61204442A (en) 1985-03-06 1985-03-06 Construction of dome roof

Publications (2)

Publication Number Publication Date
JPS61204442A JPS61204442A (en) 1986-09-10
JPH0427344B2 true JPH0427344B2 (en) 1992-05-11

Family

ID=12639831

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4257485A Granted JPS61204442A (en) 1985-03-06 1985-03-06 Construction of dome roof

Country Status (1)

Country Link
JP (1) JPS61204442A (en)

Also Published As

Publication number Publication date
JPS61204442A (en) 1986-09-10

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