CN85107671A - Space frame - Google Patents
Space frame Download PDFInfo
- Publication number
- CN85107671A CN85107671A CN198585107671A CN85107671A CN85107671A CN 85107671 A CN85107671 A CN 85107671A CN 198585107671 A CN198585107671 A CN 198585107671A CN 85107671 A CN85107671 A CN 85107671A CN 85107671 A CN85107671 A CN 85107671A
- Authority
- CN
- China
- Prior art keywords
- grid
- strut
- space frame
- node
- chord
- 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
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Classifications
-
- 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
-
- 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
-
- 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
-
- 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
-
- 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)
- Joining Of Corner Units Of Frames Or Wings (AREA)
- Refrigerator Housings (AREA)
- Special Wing (AREA)
Abstract
One type space frame has the separated grid of upper and lower layer, and each grid includes vertical chord member 10,12 and horizontal chord member 11,13 intersects at node, and upper and lower layer grid node is tilted strut 14 and is being connected to each other.On the upper strata or the node place of lower floor's grid, vertical chord member 10,12 and the horizontal vertical junction plate 19,20 on chord member 11,13 ends, be installed into the cross combination, each node end of each strut 14 is shaped as a pair of mutually perpendicular flange 21, and the handing-over line 22 of this two flange 21 favours the axis of strut 14 intermediate hosts part, these a pair of right strut 14 flanges 21, in the assembling of upper and lower layer grid cross, engage at a certain angle, and fastening by bolt 24.
Description
The invention relates to a kind of space frame.
Space frame is employed very widely, especially under some environment, need be with minimum pillar and maximum unremitting ground space, and on a wide ground, erect a top cover.Space frame is generally double-deck form, comprising the upper and lower grid of separated band vertical and horizontal chord.The node of last Under The Grille (being the contact of chord member) is that strut or the diagonal brace that is tilted is being connected to each other.This two-layer grid is longitudinally with relative dislocation laterally, therefore except on the edge of upper strata grid, each node on any one deck grid, all be with equidistantly with another layer grid on four nodes be connected with the inclination strut.On this each node, must take measures to make and intersect chord and mutual firm connection of a succession of inclination strut.
The common preferably member of tubular of chord and strut, and the axis of vertical and horizontal chord and strut preferably intersects on node.The space frame that meets these needs has connector and chord and brace member usually, but their manufacturing cost costliness is installed pretty troublesome.
The object of the present invention is to provide a kind of space frame of as above-mentioned form, chord wherein and brace member can be simply and are manufactured economically, also can be rapidly with easily and with the mutual alignment of the best couple together rigidly.
According to aforementioned or other purposes, the present invention briefly belongs to space frame, its form be include band vertically and the branch of horizontal chord across upper and lower two-layer grid, the strut that the node of upper and lower two-layer grid is tilted is being connected to each other.On the node wherein, the junction plate that horizontal, vertical chord section saves terminal approximate vertical is placed in the criss-cross built-up member; At inclination strut two ends, mutually perpendicular flange is engaged with in the cross assembling obliquely; Securing member is fixed together the junction plate that inserts in the flange of one by one strut and the cross assembling.Horizontal and vertical chord is tubular preferably, and the terminal part that is flattened of horizontal, vertical chord section joint is a junction plate.Strut preferably also is a tubular, and the end of each strut is flattened and by flexion, in order to forming two above-mentioned vertical flanges, and the axis of the intersecting lens of this two flange and the chord master cylindrical portions may angle that tilts.Other characteristics of the present invention will be showed to come from following description.
In order to make the easier quilt of optimum implementation of the present invention understand and implement, be described as follows with reference to the accompanying drawings now,
Fig. 1 is the graphic plan view that includes according to the building part of space frame of the present invention,
Fig. 2 is a certain node of space frame upper strata grid, the lateral view of the node in the circle 2 among Fig. 1 for example,
Fig. 3 is the vertical view of node shown in Figure 2,
Fig. 4 is the bottom view of node shown in Figure 2,
Fig. 5 is the phantom drawing of a certain inclination strut of space frame end portion,
Fig. 6 is the sectional view of 6-6 along the line among Fig. 1, on the ratio greater than Fig. 1, but less than Fig. 2,3 and 4.
Described space frame has a upper strata grid with vertical chord 10 and horizontal chord 11, and a lower floor's grid with vertical chord 12 and horizontal chord 13 is arranged, with the inclination strut 14 that is being connected levels grid node (being the chord interface point).Space frame flatly by support within exterior wall 15, include vertical space support support 16 here, it is also as the window mullion of glassing, space frame support landing ground panel 17, and at its next ceiling panel 18 of having settled.
Fig. 2, on the space frame upper strata grid node that shows in 3 and 4,10, two sections horizontal chords 11 of a vertical chord member and four inclination struts 14 are being connected rigidly, and all these members all are the round metal tubular pipes of same diameter.
On node, vertically chord member 10 is flattened, to form vertical junction plate 19, laterally the end of chord section 11 on node also is flattened, forming vertical junction plate 20, these two junction plates 20 in line and vertical with the two sides at junction plate 19 middle parts form the cross assembling.
Four inclination struts 14 are identical, all being flattened by the stamped metal operation in two ends separately, is done into position, angle member with quilt, and wherein two flanges 21 are mutually perpendicular, their handing-over line 22 favours the axis of strut master cylinder, and each flange 21 respectively has two bolts hole 23.
Vertically have hole to form (not showing) on the vertical junction plate 19 of chord member 10, laterally the vertical junction plate 20 of chord section 11 also has simultaneously.These bolts hole should dispose like this, promptly when strut 14 is being laid as shown in the figure, the knuckle end of strut is placed in chord in length and breadth and is flattened in the position, a certain angle in the cross assembling of vertical junction plate, should make two strut flanges 21 and middle chord member junction plate 19 that inserts and 20 hole aligning, bolt 24 just can pass the hole and the nut 25 of alignment and tighten, and whole composite member is firmly fixed together.Shown in Fig. 2 chain-dotted line, each is the manufacturing and the arrangement of part in addition, and the axis of each chord member and brace member is all intersected on the single point.
The horizontal chord of space frame is except the Duan Jie that is made into end and is flattened, with vertical chord member similarly, each horizontal chord also can be flattened outside node, wherein one be flattened part at last fluting, other are then being slotted down, therefore at each node place in length and breadth chord member just contain mutually and connect, their axis is then at grade.
Other method is, vertically and horizontal chord can with several sections similar section formed, be flattened separately with drilled hole in two ends, therefore at each node place, two sections vertical chord sections and two sections horizontal chord sections are just taken among the cross assembling together, then just between 21 pairs of strut 14 flanges with bolt together.
In above-mentioned space frame, the edge of upper strata grid and terminal the stretching, extension surmount lower floor's grid, simultaneously at the node place of grid periphery, upper strata (except the node of position, angle), have only two inclination struts connecting.
At these node places, simple fish plate (not having to show) uses bolton in the outward flange of node.At node place, position, grid angle, upper strata,, single inclination strut and simple angle bracket (not having to show) use the outside of bolton here at the angle from being arranged.
Just because of whole brace member of space frame can be identical, whole vertically chords of each layer grid can be similar, with whole laterally chord section joints of space frame can also be similar, therefore the variant member that is used for this structure can reach manufactured economically simply, and can also not need advanced skill ground and apace with bolton together.If vertically chord and laterally chord be both and be made into Duan Jie, just so whole space frame can that is to say only to set up with two kinds of basic structure members, set up with similar strut with similar chord member.
If space frame does not need support one roof, node cap shown among Fig. 2 28 just can be applied on the space frame node, shown in cap be columniform, its top seal, then there is slit 29 to form in the bottom, in order to put on the node end of chord and strut, similar cap also can reverse and be used on lower floor's grid node, and the cap of levels is can be fixing with any suitable method.
Claims (7)
1, one type space frame, it is characterized by and have separated vertical chord (10 of being with, 12) and horizontal chord (11,13) upper and lower layer grid, the node of levels grid is tilted strut (14) and is being connected to each other, and node place wherein vertically reaches the junction plate (19 that horizontal chord section saves terminal approximate vertical, 20) be positioned to the cross assembling
At inclination strut (14) end, mutually perpendicular two flanges (21) are arranged, be engaged with at a certain angle in the cross assembling,
Securing member (24,25) is fixed together the junction plate (19,20) that inserts in the middle of the flange (21) of one by one strut and the cross assembling.
2, the space frame in the claim 1 is characterized by:
Vertically (10,12) and horizontal chord (11,13) are tubular,
Junction plate (19,20) is vertically to reach the end that horizontal chord Duan Jie is flattened.
3, according to the space frame of above any one claim, it is characterized by:
Inclination strut (14) is tubular.
The end of each strut (14) is flattened and by knuckle, and forming aforementioned mutually perpendicular two flanges (21), this two flange (21) is to favour the straight line (22) of tubular segment axis in the middle of the strut (14) and join along one.
4,, it is characterized by securing member and comprise the bolt (24) that is engaged by nut (25) according to the space frame of above any one claim.
5, according to the space frame of above any one claim, it is characterized by ground support rod (a 26) grid is to be fixed on the grid of upper strata.
Rectangular ground panel (17) be with four limits by support on ground support rod (26).
6, according to the space frame of above any one claim, it is characterized by:
One ceiling support rod (27) grid is to be fixed under lower floor's grid,
Rectangular ceiling panel (18) be with four limits by support on ceiling support rod (27).
7, described with reference to the accompanying drawings space frame of major part.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AUPG7588 | 1984-10-11 | ||
AU758884 | 1984-10-11 |
Publications (1)
Publication Number | Publication Date |
---|---|
CN85107671A true CN85107671A (en) | 1986-06-10 |
Family
ID=3698284
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN198585107671A Pending CN85107671A (en) | 1984-10-11 | 1985-10-09 | 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 |
KR950011053B1 (en) * | 1988-07-29 | 1995-09-27 | 할리 시스템스 프러프라이어터리 리미티드 | A 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 JP JP50476585A patent/JPS62500531A/en active Pending
- 1985-10-08 EP EP19850905187 patent/EP0228376A1/en not_active Withdrawn
- 1985-10-08 AU AU49690/85A patent/AU569968B2/en not_active Ceased
- 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 |
JPS62500531A (en) | 1987-03-05 |
AU4969085A (en) | 1986-05-02 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
WD01 | Invention patent application deemed withdrawn after publication |