JPS62500531A - space frame - Google Patents
space frameInfo
- Publication number
- JPS62500531A JPS62500531A JP50476585A JP50476585A JPS62500531A JP S62500531 A JPS62500531 A JP S62500531A JP 50476585 A JP50476585 A JP 50476585A JP 50476585 A JP50476585 A JP 50476585A JP S62500531 A JPS62500531 A JP S62500531A
- Authority
- JP
- Japan
- Prior art keywords
- space frame
- grid
- diagonal
- chord
- flattened
- 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
Links
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
- E04B2001/193—Struts specially adapted therefor of essentially circular cross section with flattened connecting parts, e.g. ends
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/1963—Screw connections with axis at an angle, e.g. perpendicular, to the main axis of the strut
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1975—Frameworks where the struts are directly connected to each other, i.e. without interposed connecting nodes or plates
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1981—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
- E04B2001/1984—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework rectangular, e.g. square, grid
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/199—Details of roofs, floors or walls supported by the framework
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Special Wing (AREA)
- Joining Of Corner Units Of Frames Or Wings (AREA)
- Refrigerator Housings (AREA)
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】 発明の背景 発明の分野 本発明は、スペース フレームに関する。[Detailed description of the invention] Background of the invention field of invention The present invention relates to a space frame.
従来技術の説明 スペース フレームは、特に、最少限の支柱でもって、最大限のフロアスペース を確保するように広い区域に亘って覆いを立てることが心安とされる場合に広く 使用されている。スペース フレームは、通常、互いに上下に離隔した、各々縦 弦材と横弦材よシ成る上側グリッドと下側グリッドとから成る二層型であり、上 側グリッドの弦材の結節部即ち交差部と下側グリッドの弦材の結節部とが斜め支 材即ち筋違によって相互に連結されている。Description of prior art The space frame is specifically designed to maximize floor space with a minimum of supports. Widely used when it is safe to erect a cover over a large area to ensure It is used. Space frames are usually vertically spaced vertically spaced apart from each other. It is a two-layer type consisting of an upper grid and a lower grid made of chords and horizontal chords. The knots or intersections of the chords of the side grid and the knots of the chords of the lower grid are diagonally supported. They are interconnected by timbers or braces.
2つのグリッドは、両者の結節部に関して縦方向にも、横方向にも互いにずらさ れておシ、上側グリッドの周縁の結節部を除いて、一方のグリッドの各結節部は 他方のグリッドの4つの結節部から等距離のところにあシ、斜め支柱にさって該 4つの結節部に連結されている。従って、各結節部においては、交差する弦材と 一連の斜め支材とを相互に連結するための手段ヲ講じなければならない。The two grids are offset from each other both vertically and horizontally with respect to their nodes. each nodule on one grid, except for the nodules on the periphery of the upper grid. At the same distance from the four nodes of the other grid, insert the reeds and diagonal supports. It is connected to four nodes. Therefore, at each node, the intersecting chords and Provision shall be made for interconnecting a series of diagonal struts.
弦材および支材は、一般に1筒状部材とすることが好ましく、各結節部にお込て 縦弦材および横弦材の軸線と支材の軸線とを交差させることが望ましい。しかし ながら、これらの安住を充足するスペース 7レームId、、一般に、製造費が 高価で、しかも敷設するのに手間がかかるコネクタ、弦材および支材を有してい る。The strings and struts are generally preferably a single cylindrical member, with one tube inserted at each node. It is desirable that the axes of the longitudinal and transverse chords intersect the axes of the struts. but However, the space that satisfies these comfortable living conditions is generally low manufacturing cost. They have connectors, strings and struts that are expensive and laborious to install. Ru.
発明の概要 本発明は、弦材および支材を簡単に、経済的に製造することができ、迅速かつ容 易に最適な関係に相互に結合することができる上記型式のスペース フレームを 提供することを目的として開発されたものである。Summary of the invention The present invention allows strings and struts to be manufactured simply and economically, quickly and responsibly. Space frames of the above type can be easily connected to each other in an optimal relationship. It was developed for the purpose of providing.
上記およびその他の目的を達成するために、本発明は、各々、縦弦材と横弦材か ら成る上側グリッドと下側グリッドを有し、上側グリッドの結節部と下側グリッ ドの結節部とが斜め支材によって相互に連結された型式のスペース フレームで あって、各結節部において該縦弦材および横弦材の分節体の端部の直立コネクタ 板が中文字形組立体として配置されておシ、前記斜め支材の端部の互いに直角に 連接したフランジが、該中文字形組立体の各自に係合し、該フランジとそれらの 間に挾まれた中文字形組立体のコネクタ板が締着具によって結合されていること を特徴とするスペース フレームを提供する。In order to achieve the above and other objects, the present invention provides longitudinal and transverse chords, respectively. It has an upper grid and a lower grid consisting of a nodule of the upper grid and a lower grid. This is a type of space frame in which the joints of the upright connectors at the ends of the segments of the longitudinal and transverse chords at each node; The plates are arranged as a medium-shaped assembly, with the ends of the diagonal struts at right angles to each other. An articulated flange engages each of the cylindrical assemblies and connects the flanges and their The connector plates of the middle letter assembly sandwiched in between are connected by fasteners. We provide space frames featuring:
前記縦弦材および横弦材は筒形であることが好ましく、前記コネクタ板は各縦弦 材および横弦材の端部において扁平化された部分から成るものとする。また、前 記斜め支材も筒形であることが好ましくく、各支材の両端は、該支材の筒形本体 部分の軸線に対して斜めの線に沿って結合する前記互いに直角のフランジを形成 するように扁平化され、曲げられたものとする。本発明のその他の特徴は以下の 記載から明らかになろう。Preferably, the longitudinal chord members and the transverse chord members are cylindrical, and the connector plate is arranged in each longitudinal chord. It shall consist of a flattened section at the end of the cross member and cross chord member. Also, before Preferably, the diagonal struts are also cylindrical, and both ends of each strut are connected to the cylindrical body of the strut. forming flanges at right angles to each other joining along lines oblique to the axis of the parts; It is assumed that it has been flattened and bent so that Other features of the invention include: It will become clear from the description.
図面の簡単な説明 第1図は本発明によるスペース フレームを有する建物の一部の概略平面図であ る。Brief description of the drawing FIG. 1 is a schematic plan view of a part of a building having a space frame according to the invention. Ru.
第2図はスペース フレームの上側グリッドの1つの交差部、例えば第1図の円 2で囲まれた交差部の倒立面図である。Figure 2 shows one intersection of the upper grid of the space frame, for example the circle in Figure 1. FIG. 2 is an inverted side view of the intersection surrounded by 2;
第3図は第2図に示された交差部の平面図である。FIG. 3 is a plan view of the intersection shown in FIG. 2.
第4図は上記交差部の下からみた図である。FIG. 4 is a view from below of the above-mentioned intersection.
第5図はスペース フレームの斜め支材の1つの端部分の透視図である。FIG. 5 is a perspective view of one end portion of the diagonal strut of the space frame.
第6図は第1図の線6−6に沿ってみた、第1図よシは大きいが、第2〜4図よ りは小さい縮尺による断面図ここに例示した本発明のスペース フレーム(屋根 枠組)は、縦弦材10と横弦材11から成る上側グリッド(格子体)と、縦弦材 12と横弦材13から成る下側グリッドと、上側グリッドの結節部即ち弦材交差 部と下側グリッドの結節部即ち交差部とを相互に連結する斜め支材14とから成 っている。このスペース フレームは、直立スペース フレーム支持体16を含 む外部壁15の内側に水平に支持される。スペース フレーム支持体16は、マ リオン(窓の縦仕切シ)の役割?も果す。このスペース フレームはフロアバネ ル17t−支持し、該フレームの下方に天井パネル18が敷設される。Figure 6 is taken along the line 6-6 in Figure 1. It is larger than Figure 1, but compared to Figures 2 to 4. is a cross-sectional view to a small scale of the space frame (roof) of the invention illustrated here. The frame consists of an upper grid (lattice body) consisting of vertical chord members 10 and horizontal chord members 11; 12 and the lower grid consisting of the horizontal chords 13, and the node of the upper grid, that is, the intersection of the chords. and a diagonal strut 14 interconnecting the nodes or intersections of the lower grid. ing. This space frame includes an upright space frame support 16. It is supported horizontally inside the outer wall 15. Space frame support 16 is What is the role of lion (vertical window partition)? Also accomplish. This space frame is a floor spring A ceiling panel 18 is installed below the frame.
第2〜4図に示されるスペース フレームの上側グリッドの結節部においては、 1つの縦弦材1oと、横弦材11の2つの分節と、4つの斜め支材14とが相互 に剛的に連結されている。これらの部材は、いずれも、断面丸形の、同じ直径の 金属管である。At the nodes of the upper grid of the space frame shown in Figures 2-4, One vertical chord member 1o, two segments of the horizontal chord member 11, and four diagonal struts 14 are mutually connected. is rigidly connected to. All of these members have a round cross section and the same diameter. It is a metal tube.
縦弦材10は、結節部において直立(たてに平たい)コネクタ板19を形成する ように扁平化されており、横弦材11の結節端も、コネクタ材19の中央の両側 面と直角に十文字形に交差する直立コネクタ板20を形成すルヨうに扁平化され ている。The longitudinal chord member 10 forms an upright (vertically flat) connector plate 19 at the node. The nodal ends of the transverse chord members 11 are also flat on both sides of the center of the connector member 19. It is flattened to form an upright connector plate 20 that intersects in a cross shape at right angles to the plane. ing.
4つの斜め支材14は、いずれも同様のものであシ、各々、両端を金属プレス加 工によって変形扁平化され、その扁平部分が山形部材の形く形成され、山形部材 の2つのフランジ21は直角に連接しておplその結合線即ち稜線は支材14の 主筒部分の軸線に対して斜めに延長している。フランジ21の各々に2つのボル ト穴23が形成されている。All of the four diagonal supports 14 are of the same type, and both ends of each are metal pressed. It is deformed and flattened by the engineering process, and the flattened part is formed into the shape of a chevron-shaped member. The two flanges 21 are connected at right angles, and the connecting line, that is, the ridgeline, It extends obliquely to the axis of the main cylinder. Two bolts on each flange 21 A hole 23 is formed.
縦弦材10の直立コネクタ板19および横弦材11の直立コネクタ板20の各々 にもボルト穴(図示せず)が穿設されている。これらのボルト穴は、支材14が その変形屈曲された端部を縦弦材と横弦材の直立コネクタ板の中文字形組立体の 1つの角内に位置させて図示のように位置づけされたとき、ボルト25を支材の フランジ21とそれらの間に挾まれた各弦材のコネクタ板19.20の整列した ボルト穴に通してナツト25′tl−締め、組立体全体を固定することができる ように配置されている。各部材(弦材および支材)は、第2図に鎖線で示される ように各弦材および支材の銅線が一点で交差するように形成され、配置されてい る。Each of the upright connector plates 19 of the longitudinal chords 10 and the upright connector plates 20 of the transverse chords 11 Bolt holes (not shown) are also drilled in the holes. These bolt holes are The deformed and bent ends of the upright connector plates of the vertical and horizontal chords are connected to the center-shaped assembly. When positioned as shown in one corner, bolt 25 is inserted into the strut. The alignment of the flanges 21 and the connector plates 19 and 20 of each chord sandwiched between them The whole assembly can be fixed by passing it through the bolt hole and tightening the nut 25'tl. It is arranged like this. Each member (chords and struts) is shown in dashed lines in Figure 2. The copper wires of each string and strut are formed and arranged so that they intersect at one point. Ru.
横弦材11を両端において扁平にされた分節体として形成する代りに、各横弦材 を縦弦材と同様に各結節部において扁平化することができる。その場合、縦弦材 と横弦材のうちのどちらか一方の弦材の扁平部分には上からスロット’を形成し 、他方の弦材の扁平部分には下からスロットを形成し、両弦材を各結節部におい てそれらの軸線が共通の平面内に位置するようKして相互に嵌合させる。Instead of forming the transverse chords 11 as segments flattened at both ends, each transverse chord can be flattened at each node in the same way as the longitudinal chords. In that case, the longitudinal chord A slot is formed from above in the flat part of one of the horizontal chord members. , a slot is formed from below in the flat part of the other string, and both strings are connected at each node. and then fit them together so that their axes lie in a common plane.
更に別法として、縦弦材も、横弦材も、同数の分節体として講成し、各分節体の 両端を扁平化してその扁平部分にボルト穴を形成し、各結節部において縦弦材の 2つの分節体と、横弦材の2つの分節体とを十文字形の組立体として結合し、支 材14の各対のフシンジ21の間に挾むようにしてボルトによって固定する。As a further alternative, the longitudinal and horizontal chords can be taught as segments with the same number, and each segment's Both ends are flattened, bolt holes are formed in the flattened parts, and longitudinal chords are inserted at each joint. The two segments and the two segments of the transverse chord are connected as a cross-shaped assembly and supported. The material 14 is sandwiched between each pair of fins 21 and fixed with bolts.
図示のスペース フレームにおAては、上側グリッドの両側縁および両端縁が下 側グリッドを越えて延長しておシ、上側グリッドの各隅の結節部を除く各周縁結 節部ニオいては2つの斜め支材だけが連結されている。これらの周縁結節部では 、結節部の外側に簡単な目板がボルト止めされている。また、上側グリッドの各 隅の結節部においては1つの斜め支材だけが連結されておシ、結節部の外側に簡 単な山形ブラケット(図示せず)がボルト止めされている。In the space shown in the frame A, both sides and both edges of the upper grid are at the bottom. Extend beyond the side grids and attach each peripheral knot except for the knots at each corner of the upper grid. At the joint, only the two diagonal struts are connected. In these peripheral nodules , a simple batten is bolted to the outside of the knot. Also, each of the upper grid At the corner knot, only one diagonal strut is connected, and there is a simple connection on the outside of the knot. A simple angle bracket (not shown) is bolted on.
コノスペース フレームの支材はすべて同一のものとすることができ、各グリッ ドのすべての縦弦材およびスペース フレームの横弦材のすべての分節体を同一 構造とすることができるので、このスペース フレームの構成に使用される各部 材は簡単に経済的に製造することができ、高度の熟練を必要とすることなく迅速 にボルト止めすることができる。横弦材と縦弦材全両方共分節体として構成した 場合は、スペース フレーム全体を僅か2種類の基本的構造部材、即ち同一の張 部材と同様の支材とだけで構築することができる。All struts of the Conospace frame can be the same, and each grid All longitudinal chords of the frame and all segments of the transverse chords of the frame are the same. This space can be structured so that each part used in the construction of the frame The material can be easily and economically manufactured and can be produced quickly without requiring high levels of skill. Can be bolted to. Both horizontal and vertical chord members were constructed as segmented bodies. In some cases, the entire space frame can be constructed using just two basic structural members, i.e. It can be constructed with only members and similar struts.
フロアパネル17は、平面図でみて正方形の柱型鉄筋コンクリート構造体とする ことができ、各々、中央部において最も厚く、西側辺に向って厚みが減少してお り、西側辺において、上側グリッドに溶接または他の手段で固着された断面逆丁 字形のフロアパネル支持体26がら成るグリッド上に支持されている。天井パネ ル18は、例えば耐火性の防音材であってよく、やはり正方形であシ、四備辺に おいて、スペース フレームの下側グリッドの下側に任意の適当な手段で固定さ れたT字形バー27から成るグリッドによって支持されている。The floor panel 17 is a column-shaped reinforced concrete structure that is square in plan view. Each layer is thickest in the center and decreases in thickness toward the west side. On the west side, there is a reverse cross-section welded or otherwise secured to the upper grid. It is supported on a grid of letter-shaped floor panel supports 26. ceiling panel The holes 18 may be made of fire-resistant soundproofing material, for example, and are also square and have four sides. and fixed by any suitable means to the underside of the lower grid of the space frame. It is supported by a grid of T-shaped bars 27.
このスペース フレームが屋根または天井を支持するために必要とされなめ場合 は、スペース フレームの各結節部に結節部キャップ28(第2図)を被せてお くことができる。図示のキャップは、頂部が閉鎖した円筒形であり、弦材および 支材の結節端に嵌合するように賦形された下方からのスロット29が形成されて いる。同様なキャップを逆さにして下側グリッドの結節部にも被せることができ 、上側グリッドのキャップも、下側グリッドのキャップも任意の適当な方法で固 定される。If this space frame is needed to support the roof or ceiling In this case, each node of the space frame is covered with a tubercle cap 28 (Fig. 2). You can The cap shown is cylindrical with a closed top and has a string and A slot 29 from below is formed which is shaped to fit into the knotted end of the strut. There is. A similar cap can be inverted and placed over the nodules of the lower grid. , both the upper grid cap and the lower grid cap are secured by any suitable method. determined.
国際調査報告 A)INEXToTHEi!ITE腑ATIO)IALSEARC)IREPO RTONThis Annex 11sts the known ”A” p ublication 1evel patentfamily member s relating to the patent documents c ited in the ab盾魔■|mentioned +nternatjonal 5earch report、 The Au5 tralian Patent 0fflce Is In@no way 1 iable for these partjcuTars which are mere ly given for the purpose of@jnformat jon。international search report A) INEXTToTHEi! ITE (ATIO) IALSEARC) IREPO RTONThis Annex 11sts the known “A” p Publication 1 level patent family member s relating to the patent documents c ited in the ab shield demon ■|mentioned +nternatjonal 5earch report, The Au5 tralian Patent 0fflce Is In@noway 1 iable for these parts ly given for the purpose of@jnformat jon.
EP 34078 FR281385JP 55131813 US 4460 288AU 538693 IIs 44]8616 WO8200311EP 53118END OF ANNEXEP 34078 FR281385JP 55131813 US 4460 288AU 538693 IIs 44] 8616 WO8200311EP 53118END OF ANNEX
Claims (1)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU758884 | 1984-10-11 | ||
AU7588 | 2000-05-18 |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62500531A true JPS62500531A (en) | 1987-03-05 |
Family
ID=3698284
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP50476585A Pending JPS62500531A (en) | 1984-10-11 | 1985-10-08 | space frame |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0228376A1 (en) |
JP (1) | JPS62500531A (en) |
CN (1) | CN85107671A (en) |
AU (1) | AU569968B2 (en) |
WO (1) | WO1986002397A1 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4562681A (en) * | 1985-02-05 | 1986-01-07 | Gte Products Corporation | Web section for a space frame |
JPH04500102A (en) * | 1988-07-29 | 1992-01-09 | ハーリー・システムズ・プロプライアタリー・リミテッド | space frame |
CN103498559A (en) * | 2013-10-11 | 2014-01-08 | 四川省第四建筑工程公司 | Splicing movable bridge frame of steel structure industrial factory building and construction method for applying splicing movable bridge frame to roof construction |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3466824A (en) * | 1968-01-10 | 1969-09-16 | Arthur L Troutner | Modular space deck |
US3914063A (en) * | 1973-05-24 | 1975-10-21 | Unistrut Corp | Space frame connecting fixture |
AU520837B2 (en) * | 1977-05-17 | 1982-03-04 | Hibble, R.M. | Space frame |
US4211044A (en) * | 1978-07-28 | 1980-07-08 | Gugliotta Paul F | Tube space frame system |
FR2481385A1 (en) * | 1980-02-06 | 1981-10-30 | Schaff Alfred | MULTIDIRECTIONAL BONDING SYSTEM FOR STRUCTURES |
AU538693B2 (en) * | 1980-07-11 | 1984-08-23 | Harley Systems Pty. Ltd. | Frame construction |
AU562145B2 (en) * | 1983-08-23 | 1987-05-28 | Harley Systems Pty. Ltd. | Space frames |
-
1985
- 1985-10-08 WO PCT/AU1985/000244 patent/WO1986002397A1/en unknown
- 1985-10-08 AU AU49690/85A patent/AU569968B2/en not_active Ceased
- 1985-10-08 EP EP19850905187 patent/EP0228376A1/en not_active Withdrawn
- 1985-10-08 JP JP50476585A patent/JPS62500531A/en active Pending
- 1985-10-09 CN CN198585107671A patent/CN85107671A/en active Pending
Also Published As
Publication number | Publication date |
---|---|
AU569968B2 (en) | 1988-02-25 |
WO1986002397A1 (en) | 1986-04-24 |
EP0228376A1 (en) | 1987-07-15 |
CN85107671A (en) | 1986-06-10 |
AU4969085A (en) | 1986-05-02 |
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