GB1173005A - A Method of Constructing a Suspension Bridge - Google Patents
A Method of Constructing a Suspension BridgeInfo
- Publication number
- GB1173005A GB1173005A GB5340966A GB5340966A GB1173005A GB 1173005 A GB1173005 A GB 1173005A GB 5340966 A GB5340966 A GB 5340966A GB 5340966 A GB5340966 A GB 5340966A GB 1173005 A GB1173005 A GB 1173005A
- Authority
- GB
- United Kingdom
- Prior art keywords
- girder
- camber
- shoes
- exaggerated
- bent
- 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
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D11/00—Suspension or cable-stayed bridges
- E01D11/02—Suspension bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
1,173,005. Suspension bridges. KAWADA KOGYO K.K. 29 Nov., 1966, No. 53409/66. Heading E1G. A suspension bridge having concrete decking 10 on a hanger-supported girder structure 1 is built by a method which avoids final dead-load bending stresses in the girder. In the method described (a) the suspended girder structure is rivetted together in the required camber but with its ends spaced above its end abutment shoes 8A (Fig. 2, not shown); (b) the outer hangers are progressively lengthened (e.g. by turnbuckles 6, 7) so that the girder ends droop on to the shoes 8A - i.e. the girder is bent to an exaggerated camber (Fig. 3, not shown); and (c) the concrete decking is constructed on the girder so'that under its weight the girder is flattened to its original unstressed arch form. In an alternative method the suspended girder is built up with its ends resting on the abutment shoes 8A and is then bent to an exaggerated camber by shortening the central hangers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB5340966A GB1173005A (en) | 1966-11-29 | 1966-11-29 | A Method of Constructing a Suspension Bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB5340966A GB1173005A (en) | 1966-11-29 | 1966-11-29 | A Method of Constructing a Suspension Bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB1173005A true GB1173005A (en) | 1969-12-03 |
Family
ID=10467702
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB5340966A Expired GB1173005A (en) | 1966-11-29 | 1966-11-29 | A Method of Constructing a Suspension Bridge |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB1173005A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2806106A1 (en) * | 2000-03-13 | 2001-09-14 | Freyssinet Int Stup | Adjustable cable anchor for civil engineering structure has two components with opposite threads joined by double-threaded connecting piece |
| CN103015305A (en) * | 2011-09-21 | 2013-04-03 | 董兰田 | Double opposite arch structure bridge |
| CN108505443A (en) * | 2018-03-28 | 2018-09-07 | 浙江省交通规划设计研究院 | A kind of big segment lifting self-anchored suspension bridge construction method not setting camber |
-
1966
- 1966-11-29 GB GB5340966A patent/GB1173005A/en not_active Expired
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2806106A1 (en) * | 2000-03-13 | 2001-09-14 | Freyssinet Int Stup | Adjustable cable anchor for civil engineering structure has two components with opposite threads joined by double-threaded connecting piece |
| WO2001068986A1 (en) * | 2000-03-13 | 2001-09-20 | Freyssinet International (Stup) | Adjustable anchor bearing a civil engineering structure |
| GB2364330A (en) * | 2000-03-13 | 2002-01-23 | Freyssinet Internat | Adjustable anchor bearing a civil engineering structure |
| US6681431B2 (en) | 2000-03-13 | 2004-01-27 | Freyssinet International (Stup) | Adjustable anchor bearing a civil engineering structure |
| GB2364330B (en) * | 2000-03-13 | 2004-04-21 | Freyssinet Internat | Adjustable anchor for cable bearing a civil engineering structure |
| CN103015305A (en) * | 2011-09-21 | 2013-04-03 | 董兰田 | Double opposite arch structure bridge |
| CN108505443A (en) * | 2018-03-28 | 2018-09-07 | 浙江省交通规划设计研究院 | A kind of big segment lifting self-anchored suspension bridge construction method not setting camber |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PS | Patent sealed | ||
| PCNP | Patent ceased through non-payment of renewal fee |