GB1504346A - Method of constructing a curved roof structure - Google Patents
Method of constructing a curved roof structureInfo
- Publication number
- GB1504346A GB1504346A GB3576575A GB3576575A GB1504346A GB 1504346 A GB1504346 A GB 1504346A GB 3576575 A GB3576575 A GB 3576575A GB 3576575 A GB3576575 A GB 3576575A GB 1504346 A GB1504346 A GB 1504346A
- Authority
- GB
- United Kingdom
- Prior art keywords
- cables
- slab
- singly
- slabs
- roof
- 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
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
- E04B7/102—Shell structures
-
- 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
- E04B7/14—Suspended roofs
Abstract
1504346 Prestressed roof slabs ELSPAN INTERNATIONAL Ltd 29 Aug 1975 35765/75 Heading E1W A reinforced concrete slab for use as a roof slab is bent into a singly- or doublycurved shape by means of externallyarranged cables 31, 32 connected at points along their length to the reinforcement of the slab by hangers 31, or by struts when the cables are arranged under the slab, the cables being then stressed longitudinally. In the embodiment shown, some cables pass over pillars 34, and other cables are supported by these cables. In the embodiment of Fig. 1, (not shown), trenches (12) are formed in the ground to accommodate the cables prior to stressing a slab into a singly-curved shape, the slab thereafter being lifted into position. The cables may be completely straightened, or encased in steel tubes and only partially straightened, the tubes buckling and thereby stabilising the structure. The slabs may be from ¢ inch to 4 inches thick.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3576575A GB1504346A (en) | 1975-08-29 | 1975-08-29 | Method of constructing a curved roof structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB3576575A GB1504346A (en) | 1975-08-29 | 1975-08-29 | Method of constructing a curved roof structure |
Publications (1)
Publication Number | Publication Date |
---|---|
GB1504346A true GB1504346A (en) | 1978-03-22 |
Family
ID=10381332
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB3576575A Expired GB1504346A (en) | 1975-08-29 | 1975-08-29 | Method of constructing a curved roof structure |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB1504346A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103741796A (en) * | 2013-07-30 | 2014-04-23 | 江河创建集团股份有限公司 | Self-balancing instability-prevention prestress structure |
CN105220808A (en) * | 2015-09-11 | 2016-01-06 | 杭州江润科技有限公司 | Large-span prestressed arch bar site prefabrication construction method of installation |
CN114197722A (en) * | 2021-12-31 | 2022-03-18 | 南京长江都市建筑设计股份有限公司 | Arch-shaped shell structure |
CN114673354A (en) * | 2022-04-19 | 2022-06-28 | 中建八局总承包建设有限公司 | Construction method of complex curved surface concrete thin shell structure adopting cable mesh fabric template |
-
1975
- 1975-08-29 GB GB3576575A patent/GB1504346A/en not_active Expired
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103741796A (en) * | 2013-07-30 | 2014-04-23 | 江河创建集团股份有限公司 | Self-balancing instability-prevention prestress structure |
CN103741796B (en) * | 2013-07-30 | 2016-02-17 | 江河创建集团股份有限公司 | The anti-unstability prestressed structure of self-balancing |
CN105220808A (en) * | 2015-09-11 | 2016-01-06 | 杭州江润科技有限公司 | Large-span prestressed arch bar site prefabrication construction method of installation |
CN105220808B (en) * | 2015-09-11 | 2018-01-16 | 杭州江润科技有限公司 | Large-span prestressed arch bar in-situ precast construction method of installation |
CN114197722A (en) * | 2021-12-31 | 2022-03-18 | 南京长江都市建筑设计股份有限公司 | Arch-shaped shell structure |
CN114197722B (en) * | 2021-12-31 | 2023-12-08 | 南京长江都市建筑设计股份有限公司 | Arch shell structure |
CN114673354A (en) * | 2022-04-19 | 2022-06-28 | 中建八局总承包建设有限公司 | Construction method of complex curved surface concrete thin shell structure adopting cable mesh fabric template |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PS | Patent sealed | ||
PE20 | Patent expired after termination of 20 years |
Effective date: 19950828 |