JP2506120Y2 - Single layer lattice shell using square steel pipe - Google Patents

Single layer lattice shell using square steel pipe

Info

Publication number
JP2506120Y2
JP2506120Y2 JP1989051592U JP5159289U JP2506120Y2 JP 2506120 Y2 JP2506120 Y2 JP 2506120Y2 JP 1989051592 U JP1989051592 U JP 1989051592U JP 5159289 U JP5159289 U JP 5159289U JP 2506120 Y2 JP2506120 Y2 JP 2506120Y2
Authority
JP
Japan
Prior art keywords
steel pipe
mounting
reinforcing
rectangular steel
mounting plate
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
Application number
JP1989051592U
Other languages
Japanese (ja)
Other versions
JPH02143402U (en
Inventor
公彦 最上
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.)
Takenaka Corp
Original Assignee
Takenaka 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 Takenaka Corp filed Critical Takenaka Corp
Priority to JP1989051592U priority Critical patent/JP2506120Y2/en
Publication of JPH02143402U publication Critical patent/JPH02143402U/ja
Application granted granted Critical
Publication of JP2506120Y2 publication Critical patent/JP2506120Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、スポーツや催し物等に使用される多目的
ホールのような大空間構造物用に開発された角形鋼管を
使用した単層ラチスシェルに関するものである。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a single-layer lattice shell using a square steel pipe developed for large space structures such as multipurpose halls used for sports and entertainment. Is.

〔従来の技術〕[Conventional technology]

従来、大空間構造物としては、三角形、四角形、六角
形等のグリッドを形成した単層トラスシェルや立体トラ
スシェルが知られており、これらのシェルはグリッドの
構成部材として通常円形鋼管が用いられ、グリッドを形
成する節点には第4図に示すように鋳鋼製のボール10に
シェルの立体形状に応じた角度で円形鋼管11の取付け用
ねじ孔12が多数穿設され、これに前端部を絞ってその先
端にボルト14を取付けた鋳鋼製ボールジョイント15、羽
根プレートジョイントその他複雑な構造の金具を用いた
接合が行われていた。
Conventionally, as a large space structure, a single-layer truss shell or a three-dimensional truss shell in which a grid of a triangle, a quadrangle, a hexagon, etc. is formed is known, and these shells usually use a circular steel pipe as a constituent member of the grid. At the nodes forming the grid, as shown in FIG. 4, a large number of screw holes 12 for mounting a circular steel pipe 11 are formed in a ball 10 made of cast steel at an angle according to the three-dimensional shape of the shell, and the front end portion is formed in this hole. Joining was performed by using a cast steel ball joint 15 with a bolt 14 attached at its tip after squeezing, a blade plate joint, and other metal fittings of complicated structure.

また、第5図に示すようにトラスの構成部材として角
形鋼管16,17a,17bを用いるとともに、角形鋼管16,17a,1
7bの断面において直交する2面18,19が水平面と45度の
角度をなすようにし、一方の角形鋼管16の水平稜角部20
に他方の角形鋼管17a,17bの水平稜角21,22が付き合せて
接合されるように接合部の周縁23を溶接して節点24を形
成した継手が知られている(実開昭62-96403号公報参
照)が、単層ラチスシェルにおけるラチス材の各節点を
このような溶接による剛接合としたものはなかった。
Further, as shown in FIG. 5, the rectangular steel pipes 16, 17a, 17b are used as the structural members of the truss, and the rectangular steel pipes 16, 17a, 1b are used.
Two planes 18 and 19 orthogonal to each other in the cross section of 7b form an angle of 45 degrees with the horizontal plane, and the horizontal ridge corner portion 20 of one square steel pipe 16
There is known a joint in which the peripheral edge 23 of the joint is welded to form a node 24 so that the horizontal ridge angles 21 and 22 of the other square steel pipes 17a and 17b are butt-joined to each other (Actual exploitation Sho 62-96403). However, there is no one in which each node of the lattice material in the single-layer lattice shell is rigidly joined by such welding.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

従来の平面状立体トラスは節点数、部材数が多くなり
組立、加工が複雑で面倒であるとともに鉄筋重量が著し
く増大する欠点があり、この欠点を避けるため単層トラ
スシェルとした場合、従来の円形鋼管の節点に鋳鋼製ボ
ールジョイント等を用いたものでは鋳鋼製ボールジョイ
ント等の金具が高価であり、その使用数分だけトラスシ
ェルの価格が割高となり、かつこれらのジョイントの重
量分だけトラスシェル全体として重量が大きい構造とな
る欠点があり、しかもボールジョイントによる接合は小
さな径のボルトの曲げ剛性のみで支持され実質上ピン接
合に近い状態であるため十分な座屈耐力を期待できず第
6図に示すようにシェル25の節点26に局部座屈を生じや
すく、単層トラスシェルであること、およびシェルがド
ーム形状であるため第7図に示すように全体座屈に波及
しやすく、屋根スパンは20m〜30mが限界とされる問題点
があった。
The conventional planar space truss has the drawback that the number of nodes and the number of members are large, assembly and processing are complicated, and the weight of the reinforcing bar is significantly increased.To avoid this drawback, when a single-layer truss shell is used, Metallic parts such as cast steel ball joints are expensive when using cast steel ball joints etc. at the nodes of circular steel pipes, and the price of the truss shell is expensive due to the number of uses, and the truss shell is equivalent to the weight of these joints. Since there is a drawback that the structure is heavy as a whole, and since the connection by the ball joint is supported only by the bending rigidity of the bolt with a small diameter and is in a state substantially close to the pin connection, sufficient buckling resistance cannot be expected. As shown in the figure, local buckling is likely to occur at the node 26 of the shell 25, and it is a single-layer truss shell. As shown in Fig. 7, there is a problem that the entire buckling easily spreads and the roof span is limited to 20 to 30 m.

また、角形鋼管を溶接して節点を形成した従来の継手
は単に梁としてのトラス構造における継手に関するもの
であって、単層ラチスシェルのラチス材である角形鋼管
の交差角度が立体的で複雑かつ微妙な関係にある各節点
を正確な角度に溶接すること、およびこの節点を剛接合
とすることによってシェルの全体座屈を防ぐという技術
的思想については何も開示されていないし、これを示唆
するところもなく、現在まで何人も考え及ばないところ
であった。
In addition, the conventional joint in which square steel pipes are welded to form nodes is only related to the joint in the truss structure as a beam, and the crossing angle of the square steel pipes, which is the lattice material of the single-layer lattice shell, is three-dimensional, complicated and delicate. Nothing is disclosed about the technical idea of preventing the overall buckling of the shell by welding the nodes that are related to each other at an accurate angle and by making this node a rigid joint, and suggests this. Without it, it was a place that no one could think of until now.

この考案は、角形鋼管の各節点の座屈耐力を増大させ
単層シェル構造であるにもかかわらず全体座屈を生せ
ず、重量の軽い長スパンの経済的な単層ラチスシェルを
得ること、特に節点におけるラチス材の取付け角度を精
度よく、しかも溶接工程を容易に行うことができるよう
にすることを課題とするものである。
This invention increases the buckling resistance of each node of a rectangular steel pipe and does not cause overall buckling in spite of the single-layer shell structure, and obtains an economical single-layer lattice shell with a light weight and a long span, In particular, it is an object of the present invention to make the installation angle of the lattice material at the node accurate and to facilitate the welding process.

〔課題を解決するための手段〕[Means for solving the problem]

前記の課題を解決するためこの考案は、隅肉溶接によ
りキ字形に形成した取付け枠体の1枚の取付け板の前方
に取付けた補強兼取付け板およびこの取付け板の後方に
取付けた補強兼取付け板間に、前後の角形鋼管の上面が
グリッド上面と平行となり、かつ一直線をなすように接
合し、また取付け枠体の1枚の取付け板と前後に設けた
両側の各補強兼取付け板とが交差した隅角部の外方にそ
れぞれ先端部が前記隅角部に当接するように切欠いた形
状とした他の左右の角形鋼管を取付け枠体の前後におい
てそれぞれ一直線をなすように、かつその上面がグリッ
ドの上面と平行となるように取付けて、前記前後の角形
鋼管に対して斜めに当接させ、それらの接合周縁を隅肉
溶接して節点を構成した角形鋼管を使用した単層ラチス
シェル、および正面中央部は角形鋼管の幅の長さを有す
る直線状とし、その左右をラチスシェルの曲率に合う角
度に傾斜させた取付け板に、これと直交するように角形
鋼管の幅と同一の間隔でその前後から2対の補強兼取付
け板を当接し隅肉溶接して取付け枠体を組立て、前後2
対の補強兼取付け板の間に前後の角形鋼管の各先端部を
それらが一直線をなすように接合するとともに、取付け
板と各補強兼取付け板との間の隅角部に各60度の角度で
各角形鋼管の各先端部を接合し、その接合周縁を隅肉溶
接して節点を構成した前記の角形鋼管を使用した単層ラ
チスシェルの手段を講じるものである。
In order to solve the above-mentioned problems, the present invention provides a reinforcing / mounting plate mounted in front of one mounting plate of a mounting frame formed in a square shape by fillet welding, and a reinforcing / mounting mounted behind this mounting plate. Between the plates, the upper and lower sides of the rectangular steel pipes are joined so as to be parallel to and in line with the upper surface of the grid, and one mounting plate of the mounting frame and each of the reinforcing and mounting plates on both sides provided in front and back. Other right and left rectangular steel pipes, each of which has a notch so that its tip end abuts on the corner, crosses the crossed corners so as to form a straight line in the front and rear of the mounting frame, and the upper surface thereof. Is attached so as to be parallel to the upper surface of the grid, and diagonally abut against the front and rear rectangular steel pipes, and a single-layer lattice shell using a rectangular steel pipe in which the joint edges are fillet-welded to form nodes. And front The central part is a straight line having the width of the rectangular steel pipe, and the left and right sides of the mounting plate are inclined at an angle that matches the curvature of the lattice shell. 2 pairs of reinforcing and mounting plates are brought into contact with each other, and fillet welding is performed to assemble the mounting frame body.
Join each tip of the front and rear rectangular steel pipes in a straight line between a pair of reinforcing and mounting plates, and at the angle of 60 degrees at each corner between the mounting plate and each reinforcing and mounting plate. A means for a single-layer lattice shell using the above-mentioned rectangular steel pipe, in which the respective tip portions of the rectangular steel pipe are joined and the joining peripheral edge is fillet-welded to form nodes, is provided.

〔作用〕[Action]

この考案の作用について実施例を参照して説明する。 The operation of this invention will be described with reference to an embodiment.

第1図に示すように、この考案の単層ラチスシェルの
グリッドAを構成する角形鋼管1の断面における上面2
がグリッドA面と平行した状態で節点3を形成している
ので、円形鋼管の先端の節点にボールジョイントを用い
たものと比べると、節点3における角形鋼管1の接合面
の周囲の溶接長さが遥かに長く、その結合は強固で剛接
合をなし座屈耐力は著しく大きくなる。このためラチス
シェルが単層であるにもかかわらずラチス材の節点は10
0m以上の長さスパンのものとすることができる。
As shown in FIG. 1, an upper surface 2 in a cross section of a rectangular steel pipe 1 constituting a grid A of a single-layer lattice shell of the present invention.
Since the nodes 3 are formed in parallel with the grid A surface, the welding length around the joint surface of the rectangular steel pipe 1 at the nodes 3 is larger than that using a ball joint at the tip of the circular steel pipe. Is much longer, the bond is strong and forms a rigid joint, and the buckling strength is significantly increased. Therefore, even though the lattice shell is a single layer, the number of nodes in the lattice is 10
It can have a span of 0 m or more.

また、取付け枠体6が予め隅肉溶接で組立てられてお
り、左右の補強兼取付け板5a,5b,5c,5dの間に前後の角
形鋼管1a,1bの先端8a,8bを接合し、その接合周縁を隅肉
溶接するので溶接が容易であり、かつ補強兼取付け板5
a,5b,5c,5dが前後の角形鋼管1a,1bの腹部へ斜の角形鋼
管1c,1d,1e,1fを取付ける際に角形鋼管1a,1bの腹部の補
強となり、また取付け板4と補強兼取付け板5a,5bおよ
び5c,5dの間への斜の角形鋼管1c,1d,1e,1fの先端8c,8d,
8e,8fをラチスシェルの曲率に合う角度に正確にカッテ
ィング加工して接合できるので、その取付け角度を精度
誤差なく取付けることができ、それらの接合周縁を隅肉
溶接するので溶接が容易で節点3を正確に容易に構成で
きる。
Further, the mounting frame body 6 is pre-assembled by fillet welding, and the tips 8a, 8b of the front and rear rectangular steel pipes 1a, 1b are joined between the left and right reinforcing / mounting plates 5a, 5b, 5c, 5d. Since the fillet is welded around the joint edge, welding is easy and the reinforcing and mounting plate 5
a, 5b, 5c, 5d reinforce the abdomen of the rectangular steel pipes 1a, 1b when attaching the oblique rectangular steel pipes 1c, 1d, 1e, 1f to the abdomen of the front and rear rectangular steel pipes 1a, 1b, and also reinforce with the mounting plate 4. Angled rectangular steel pipes 1c, 1d, 1e, 1f between the mounting plates 5a, 5b and 5c, 5d, tips 8c, 8d,
Since 8e and 8f can be accurately cut and joined at an angle that matches the curvature of the lattice shell, the attachment angle can be attached without any error in accuracy, and the welded periphery is fillet welded, so welding is easy and node 3 is used. Accurate and easy to configure.

〔実施例〕〔Example〕

この考案の実施例について図面を参照して説明する。 An embodiment of the present invention will be described with reference to the drawings.

第1図は、角形鋼管1を使用した単層ラチスシェルの
一例を示すもので、三角形グリッドAの集合体で構成さ
れ、各グリッドAはラチス材として角形鋼管1を使用
し、各角形鋼管1の上面2がグリッドA面と平行するよ
うに配置され、各ラチス材の交差する節点3は溶接によ
り剛接合とされたものである。
FIG. 1 shows an example of a single-layer lattice shell using the square steel pipe 1, which is composed of an assembly of triangular grids A, each grid A uses the square steel pipe 1 as a lattice material, The upper surface 2 is arranged so as to be parallel to the surface of the grid A, and the intersecting nodes 3 of the respective lattice members are rigidly joined by welding.

第2図および第3図は節点3の詳細に示すもので、鋼
板製の取付け板4に直交するように、その前後から角形
鋼管1a,1bの幅Wで2対の鋼板製の補強兼取付け板5a,5
b,5c,5dをそれらが一直線をなし上から見てキ字形に当
接しその接合周縁を隅肉溶接して取付け枠体6を予め組
立てる。
FIGS. 2 and 3 show the details of the node 3. Two pairs of steel plate reinforcements and attachments with the width W of the square steel pipes 1a and 1b are arranged from the front and the back so as to be orthogonal to the steel plate attachment plate 4. Board 5a, 5
The b, 5c, and 5d are arranged in a straight line and abutted in a square shape when viewed from above, and the joining peripheral edge thereof is fillet welded to assemble the mounting frame body 6 in advance.

取付け板4は正面からみて中央部は角形鋼板1aの幅W
の長さを有する直線状としその左右7a,7bはラチスシェ
ルの曲率に合う角度に傾斜させてある。
When viewed from the front, the mounting plate 4 has a width W of the rectangular steel plate 1a in the central portion.
It has a linear shape having a length of and the left and right sides 7a and 7b are inclined at an angle that matches the curvature of the lattice shell.

ラチスシェルを構成するには、前後の角形鋼管1a,1b
の先端部8a,8bを左右の補強兼取付け板5a,5bの間および
5c,5dの間に嵌入するように接合してその接合周縁を隅
肉溶接し、つぎに取付け板4と補強兼取付け板5a,5b,5
c,5dとがなす外向きの隅角部に斜めの角形鋼管1c,1d,1
e,1fの先端部8c,8d,8e,8fを角形鋼管1a,1bと平面で見て
60度の角度をなすように、かつ側面から見て取付け板4
の左右7a,7bの傾斜と一致する角度で当接しその接合周
縁を隅肉溶接するものである。
To form the lattice shell, the front and rear rectangular steel pipes 1a, 1b
Install the tip parts 8a, 8b of the left and right between the reinforcing and mounting plates 5a, 5b and
5c and 5d are joined so as to fit in between them, and the peripheral edge of the joint is fillet welded, and then the mounting plate 4 and the reinforcing and mounting plates 5a, 5b, 5
Angled rectangular steel pipes 1c, 1d, 1 at the outward corners formed by c, 5d
Seeing the tips 8c, 8d, 8e, 8f of e, 1f with the rectangular steel pipes 1a, 1b in a plane
Mounting plate 4 so as to form an angle of 60 degrees and when viewed from the side
The left and right sides 7a, 7b are abutted at an angle corresponding to the inclination, and the joining peripheral edge is fillet welded.

9は角形鋼管1a,1bの内部の斜の角形鋼管1c,1d,1e,1f
の外縁と補強兼取付け板5a,5b,5c,5dとの交点付近に設
けた隔壁であって必要に応じて補強用として取付けるこ
とができる。
Reference numeral 9 is an oblique rectangular steel pipe 1c, 1d, 1e, 1f inside the rectangular steel pipe 1a, 1b.
It is a partition wall provided near the intersection of the outer edge of and the reinforcing / mounting plates 5a, 5b, 5c, 5d, and can be mounted for reinforcement as required.

〔考案の効果〕 請求項1の考案は、単層ラチスシェルのラチス材であ
る角形鋼管の交差する全ての節点を溶接により剛接合と
したので、各節点の座屈耐力が従来のピンジョイントに
よる節点よりも著しく大きく単層ラチスシェルであるに
もかかわらず全体座屈を生じることがなく、従来よりも
遥かに長スパンのものが得られ、また重量の大きい鋳鋼
製ボールジョイントを使用せず、かつ座屈強度が増大し
たことによりラチス材の断面積の小さい部材が使用でき
るためラチスシェル全体の重量を軽減することができ、
安価に建造できる経済的な単層ラチスシェルが得られ
る。
[Advantage of the Invention] In the invention of claim 1, since all the intersecting nodes of the rectangular steel pipe which is the lattice material of the single-layer lattice shell are rigidly joined by welding, the buckling strength of each node is the node by the conventional pin joint. Although it is significantly larger than the conventional single-layer lattice shell, it does not buckle as a whole, has a much longer span than before, and does not use heavy cast steel ball joints. Due to the increased flexural strength, it is possible to use a member with a smaller cross-sectional area of the lattice material, so it is possible to reduce the weight of the entire lattice shell,
An economical single layer lattice shell that can be constructed at low cost is obtained.

また、取付け枠体をキ字形に形成したので節点を隅肉
溶接により精度よく容易に製作でき、かつラチス材であ
る角形鋼管を精度誤差なく取付けることができ、またラ
チス材の角形鋼管の上面がグリッドの上面と平行となる
ようにしたので、角形鋼管の断面をグリッドの上面と45
度をなすようにしたものに比べて取付け枠体の構造を簡
単であるので製作が容易であり、ラチス材である角形鋼
管の取付けおよび溶接作業が容易である。
In addition, since the mounting frame is formed in a square shape, the nodes can be easily and accurately manufactured by fillet welding, and the square steel pipe that is the lattice material can be mounted without error, and the upper surface of the lattice steel pipe of the lattice material is Since it is made parallel to the top surface of the grid, the cross section of the rectangular steel pipe is
Since the structure of the mounting frame is simpler than that of the flexible one, the manufacturing is easy, and the mounting and welding work of the square steel pipe which is the lattice material is easy.

請求項2の考案は、正面中央部は角形鋼管の幅の長さ
を有する直線状とし、その左右をラチスシェルの曲率に
合う角度に傾斜させた取付け板に、これと直交するよう
に角形鋼管の幅と同一の間隔でその前後から2対の補強
兼取付け板を当接し隅肉溶接して取付け枠体を組み立て
たので、単層ラチスシェルの屋根を適宜の傾斜角度を持
った半球形等のものに組立てることが非常に容易であ
り、また取付け枠体の取付け板と各補強兼取付け板との
間の隅角部に各60度の角度で各角形鋼管の各先端部を接
合してその周縁を隅肉溶接したので、単位グリッドが正
三角形をなすため、単層ラチスシェルの屋根を正確かつ
容易に組立てることができる。
According to a second aspect of the present invention, a central portion of the front surface is a straight line having a width equal to the width of a rectangular steel pipe, and the left and right sides of the mounting plate are inclined at an angle matching the curvature of the lattice shell. Since two pairs of reinforcing and mounting plates are brought into contact with each other at the same intervals as the width and fillet welded to assemble the mounting frame, the roof of the single-layer lattice shell has a hemispherical shape with an appropriate inclination angle. Is very easy to assemble, and the corners between the mounting plate of the mounting frame and each of the reinforcing and mounting plates are joined to each other at each 60 ° angle, and the ends of each rectangular steel pipe are joined together. Since the fillets were welded to each other, the unit grid forms an equilateral triangle, so that the single-layer lattice shell roof can be assembled accurately and easily.

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

第1図〜第3図は、この考案の実施例を示すもので、第
1図は平面図、第2図は節点部分の拡大平面図、第3図
はその正面図、第4図〜第7図は従来例を示すもので、
第4図は右半分を断面で示した正面図、第5図は平面
図、第6図および第7図はそれぞれ説明図である。 1,1a,1b,1c,1d,1e,1f……角形鋼管、2……上面、3…
…節点、4……取付け板、5a,5b,5c,5d……補強兼取付
け板、6……取付け枠体、7a,7b……左,右、8a,8b,8c,
8d,8e,8f……先端部、A……グリッド、W……幅。
1 to 3 show an embodiment of the present invention. FIG. 1 is a plan view, FIG. 2 is an enlarged plan view of a node portion, FIG. 3 is a front view thereof, and FIGS. Figure 7 shows a conventional example,
FIG. 4 is a front view showing the right half in section, FIG. 5 is a plan view, and FIGS. 6 and 7 are explanatory views. 1,1a, 1b, 1c, 1d, 1e, 1f …… Square steel pipe, 2 …… Top surface, 3…
… Nodal points, 4 …… Mounting plate, 5a, 5b, 5c, 5d …… Reinforcing and mounting plate, 6 …… Mounting frame, 7a, 7b …… Left, right, 8a, 8b, 8c,
8d, 8e, 8f …… Tip, A …… Grid, W …… Width.

Claims (2)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】隅肉溶接によりキ字形に形成した取付け本
体(6)の1枚の取付け板(4)の前方に取付けた補強
兼取付け板(5a)、(5b)およびこの取付け板(4)の
後方に取付けた補強兼取付け板(5c)、(5d)間に、前
後の角形鋼管(1a)、(1b)の上面(2)がグリッド
(A)の上面と平行となり、かつ一直線をなすように接
合し、また取付け枠体(6)の1枚の取付け板(4)と
前後に設けた両側の各補強兼取付け板(5a)、(5b)、
(5c)、(5d)とが交差した隅角部の外方にそれぞれ先
端部(8c)、(8d)、(8e)、(8f)が前記隅角部に当
接するように切欠いた形状とした他の左右の角形鋼管
(1c)、(1d)、(1e)、(1f)を取付け枠体(6)の
前後においてそれぞれ一直線をなすように、かつその上
面(2)がグリッド(A)の上面と平行となるように取
付けて、前記前後の角形鋼管(1a)、(1b)に対して斜
めに当接させ、それらの接合周縁を隅肉溶接して節点
(3)を構成した角形鋼管を使用した単層ラチスシェ
ル。
1. Reinforcing and mounting plates (5a), (5b) mounted in front of one mounting plate (4) of a mounting body (6) formed in a square shape by fillet welding, and this mounting plate (4). Between the reinforcing and mounting plates (5c) and (5d) attached to the rear of (), the upper surfaces (2) of the front and rear rectangular steel pipes (1a) and (1b) are parallel to the upper surface of the grid (A), and a straight line is formed. Reinforcing and mounting plates (5a), (5b) on both sides of the mounting frame (6) and one mounting plate (4) of the mounting frame (6)
(5c), (5d) and the outside of the corner, the tip (8c), (8d), (8e), and (8f) are cut out so as to abut the corner. The other left and right rectangular steel pipes (1c), (1d), (1e) and (1f) are aligned so as to form a straight line before and after the mounting frame (6), and the upper surface (2) of the grid (A). Attached so that it is parallel to the upper surface of the above, and obliquely abutted against the front and rear rectangular steel pipes (1a), (1b), and their joint peripheral edges are fillet-welded to form the nodes (3). Single layer lattice shell using steel pipe.
【請求項2】正面中央部は角形鋼管(1)の幅(W)の
長さを有する直線状とし、その左右(7a)、(7b)をラ
チスシェルの曲率に合う角度に傾斜させた取付け板
(4)に、これと直交するように角形鋼管(1)の幅
(W)と同一の間隔でその前後から2対の補強兼取付け
板(5a)、(5b)および(5c)、(5d)を当接し隅肉溶
接して取付け枠体(6)を組立て、前後2対の補強兼取
付け板(5a)、(5b)および(5c)、(5d)の間に前後
の角形鋼管(1a)、(1b)の各先端部(8a)、(8b)を
それらが一直線をなすように接合するとともに、取付け
板(4)と各補強兼取付け板(5a)、(5c)および(5
b)、(5d)との間の隅角部に各60度の角度で各角形鋼
管(1c)、(1e)、(1d)、(1f)の各先端部(8c)、
(8e)、(8d)、(8f)を接合し、その接合周縁を隅肉
溶接して節点(3)を構成した請求項1に記載の角形鋼
管を使用した単層ラチスシェル。
2. A mounting plate in which a central portion of the front surface is a straight line having a width (W) of a rectangular steel pipe (1), and its left and right (7a), (7b) are inclined at an angle matching the curvature of the lattice shell. In (4), two pairs of reinforcing and mounting plates (5a), (5b) and (5c), (5d) are arranged at the same interval as the width (W) of the rectangular steel pipe (1) so as to be orthogonal to this, from the front and back. ) Are contacted with each other and fillet welded to assemble the mounting frame body (6), and the front and rear rectangular steel pipes (1a) are provided between the front and rear two pairs of the reinforcing and mounting plates (5a), (5b) and (5c), (5d). ), (1b) are joined together so that they are aligned with each other (8a), (8b), and the mounting plate (4) and the reinforcing and mounting plates (5a), (5c) and (5)
b), each corner of each square steel pipe (1c), (1e), (1d), (1f) at each corner of 60 degrees in the corner between (5d), (8c),
The single-layer lattice shell using a square steel pipe according to claim 1, wherein (8e), (8d), and (8f) are joined, and the joining peripheral edge is fillet-welded to form a node (3).
JP1989051592U 1989-05-02 1989-05-02 Single layer lattice shell using square steel pipe Expired - Lifetime JP2506120Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989051592U JP2506120Y2 (en) 1989-05-02 1989-05-02 Single layer lattice shell using square steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989051592U JP2506120Y2 (en) 1989-05-02 1989-05-02 Single layer lattice shell using square steel pipe

Publications (2)

Publication Number Publication Date
JPH02143402U JPH02143402U (en) 1990-12-05
JP2506120Y2 true JP2506120Y2 (en) 1996-08-07

Family

ID=31571163

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989051592U Expired - Lifetime JP2506120Y2 (en) 1989-05-02 1989-05-02 Single layer lattice shell using square steel pipe

Country Status (1)

Country Link
JP (1) JP2506120Y2 (en)

Also Published As

Publication number Publication date
JPH02143402U (en) 1990-12-05

Similar Documents

Publication Publication Date Title
US5827006A (en) Joint structure for structural members
JP5043964B2 (en) Joint structure of space truss
JP2620709B2 (en) Lithographic space truss using square steel pipe
JPH0522013B2 (en)
JP2506120Y2 (en) Single layer lattice shell using square steel pipe
JP3256195B2 (en) Connection structure of space truss structure and space truss structure
JPH02304134A (en) Monlayer lattice shell using square steel pipe
JP6655561B2 (en) A structure in which long thick plates are assembled and connected
JPH065444Y2 (en) Stud for wall base material
JP7098038B1 (en) Modular skeleton structure and unit modules used for it
JP3655381B2 (en) Unit truss and its joint structure
JP2704435B2 (en) Single layer lattice shell grid
JP7463897B2 (en) Diagonal beam joint hardware and beam joint structure
JPH04343943A (en) Angled steel pipe truss joint of single layer lattice dome and its assembly
JP2643320B2 (en) Glulam beam roof frame
JPH0142604Y2 (en)
JP3706815B2 (en) Long member connecting device and housing structure using the same
JPS59411Y2 (en) Joints for architectural steel pipe parts
JPH027966Y2 (en)
JPH061508U (en) Truss member joint of flat truss structure
JP3784604B2 (en) Connecting members for mesh panels
JP2002213016A (en) Join part structure of space truss
JPS5855305B2 (en) Gable roof roof structure
JPS6333538B2 (en)
JP2634731B2 (en) Column-beam connection structure of building unit