GB2379680A - A truss and a method of fabricating same - Google Patents
A truss and a method of fabricating sameInfo
- Publication number
- GB2379680A GB2379680A GB0228905A GB0228905A GB2379680A GB 2379680 A GB2379680 A GB 2379680A GB 0228905 A GB0228905 A GB 0228905A GB 0228905 A GB0228905 A GB 0228905A GB 2379680 A GB2379680 A GB 2379680A
- Authority
- GB
- United Kingdom
- Prior art keywords
- struts
- members
- truss
- diagonal members
- bottom member
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/08—Vaulted roofs
- E04B7/10—Shell structures, e.g. of hyperbolic-parabolic shape; Grid-like formations acting as shell structures; Folded structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/10—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal prestressed
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/38—Arched girders or portal frames
- E04C3/40—Arched girders or portal frames of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
Abstract
A method of fabricating a truss (12). The truss (12) including a bottom member (18) with at least one cable therein adapted for tensioning relative thereto, a top member (16) a first plurality of struts (20) and a second plurality of diagonal members (22). The method comprising the following steps: (a) connecting the ends of the top (16) and bottom (18) members: (b) connecting the struts (20) between the top (16) and bottom (18) members in a spaced apart relationship, the distance between the bottom end of the struts (20) along the bottom member (18) defining a pre-compressed distance: (c) connecting a pair of diagonal members (22) in between each adjacent pair of struts (20), between the top (18) and bottom (18) members; and, after steps (a) to (c): (d) increasing the tension in the cable(s) to reduce the length of the bottom member (18): and (e) adjusting the lengths of the diagonal members (22) and/or maintaining the pre-compressed distance between the bottom end of adjacent struts (20) at their connections to the bottom member (18) to respectively reduce and/or avoid any compressing or tensioning of the diagonal members (22).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AUPQ8177A AUPQ817700A0 (en) | 2000-06-15 | 2000-06-15 | A truss and a method of fabricating same |
PCT/AU2001/000715 WO2001096679A1 (en) | 2000-06-15 | 2001-06-15 | A truss and a method of fabricating same |
Publications (3)
Publication Number | Publication Date |
---|---|
GB0228905D0 GB0228905D0 (en) | 2003-01-15 |
GB2379680A true GB2379680A (en) | 2003-03-19 |
GB2379680B GB2379680B (en) | 2004-02-04 |
Family
ID=3822246
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB0228905A Expired - Fee Related GB2379680B (en) | 2000-06-15 | 2001-06-15 | A truss and a method of fabricating same |
Country Status (3)
Country | Link |
---|---|
AU (1) | AUPQ817700A0 (en) |
GB (1) | GB2379680B (en) |
WO (1) | WO2001096679A1 (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20080092481A1 (en) | 2004-07-21 | 2008-04-24 | Murray Ellen | Building Methods |
WO2006007659A1 (en) | 2004-07-21 | 2006-01-26 | S2 Holdings Pty Limited | Building methods |
FR2941246B1 (en) * | 2009-01-16 | 2016-07-29 | Hassan Zineddin | THE THIRD THIRD ARTICULATION. |
CN105908838A (en) * | 2016-06-28 | 2016-08-31 | 山东建筑大学 | Roundabout stretching structure |
CN106088440A (en) * | 2016-07-03 | 2016-11-09 | 山东建筑大学 | Traffic circle self-balanced cabled truss structure |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1484236A (en) * | 1975-02-13 | 1977-09-01 | Elspan Int | Roof structure |
AU1237283A (en) * | 1982-03-15 | 1983-09-22 | Strarch Industries Pty. Ltd. | Trussed support for roof |
AU6004186A (en) * | 1986-07-10 | 1988-01-14 | Robinson, Christine Anne | Flexible arch building structure |
AU1125888A (en) * | 1987-02-03 | 1988-08-04 | Lewis Ronald Harding | Roof structure with adjustable length lower chords |
GB2219019A (en) * | 1988-05-26 | 1989-11-29 | Shimizu Construction Co Ltd | Prestressed girder |
-
2000
- 2000-06-15 AU AUPQ8177A patent/AUPQ817700A0/en not_active Abandoned
-
2001
- 2001-06-15 WO PCT/AU2001/000715 patent/WO2001096679A1/en active Application Filing
- 2001-06-15 GB GB0228905A patent/GB2379680B/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1484236A (en) * | 1975-02-13 | 1977-09-01 | Elspan Int | Roof structure |
AU1237283A (en) * | 1982-03-15 | 1983-09-22 | Strarch Industries Pty. Ltd. | Trussed support for roof |
AU6004186A (en) * | 1986-07-10 | 1988-01-14 | Robinson, Christine Anne | Flexible arch building structure |
AU1125888A (en) * | 1987-02-03 | 1988-08-04 | Lewis Ronald Harding | Roof structure with adjustable length lower chords |
GB2219019A (en) * | 1988-05-26 | 1989-11-29 | Shimizu Construction Co Ltd | Prestressed girder |
Also Published As
Publication number | Publication date |
---|---|
AUPQ817700A0 (en) | 2000-07-06 |
WO2001096679A1 (en) | 2001-12-20 |
GB2379680B (en) | 2004-02-04 |
GB0228905D0 (en) | 2003-01-15 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PCNP | Patent ceased through non-payment of renewal fee |
Effective date: 20170615 |