GB756802A - Method of erection of a supporting structure - Google Patents
Method of erection of a supporting structureInfo
- Publication number
- GB756802A GB756802A GB18930/54A GB1893054A GB756802A GB 756802 A GB756802 A GB 756802A GB 18930/54 A GB18930/54 A GB 18930/54A GB 1893054 A GB1893054 A GB 1893054A GB 756802 A GB756802 A GB 756802A
- Authority
- GB
- United Kingdom
- Prior art keywords
- bridge
- cable
- uprights
- scaffolding
- pulleys
- 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
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/12—Portable or sectional bridges
- E01D15/122—Inflatable or unreelable bridges ; Bridges with main load-supporting structure consisting only of non-rigid elements, e.g. cables
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
756,802. Bridges; girders; roofs; scaffolding. GOLLNOW, J. D. June 28, 1954 [June 27, 1953], No. 18930/54. Classes 20(1), 20(2) and 20(4). A girder structure which may form part of a scaffolding, bridge or roof comprises rigid uprights 4 depending from a tensioned cable 1 and joined to a tensioned cable 2, with diagonal cables 3. The cables are of steel wire and the structure, when used as part of a bridge, is assembled on one side of the bridge span in a slack condition by means of an auxiliary cable 11 extending between posts 5. The uprights are supported on the cable 11 by pulleys 13 secured to the uprights by brackets, and when all of them have been so supported the assembly is pulled by a cable 15 secured to the top of the end upright across the bridge span. When the structure is thus extended, the cable 15 and pulleys 13 are removed. In a further embodiment the structure is loosely assembled between a bridge post and an auxiliary post and is then pulled taut across the bridge span. If the bridge banks are steep the posts 5 may be dispensed with. After the erection of two or more such structures the remaining parts of the bridge such as the road deck, additional ties &c., may be erected.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE756802X | 1953-06-27 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB756802A true GB756802A (en) | 1956-09-12 |
Family
ID=6659898
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB18930/54A Expired GB756802A (en) | 1953-06-27 | 1954-06-28 | Method of erection of a supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB756802A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102051853A (en) * | 2010-12-16 | 2011-05-11 | 陈洪凯 | Combined emergency bridge and erection method thereof |
| CN107227683A (en) * | 2017-07-27 | 2017-10-03 | 燕山大学 | It is a kind of to be used for the collapsible suspension bridge that personnel are crossed a river or goods is conveyed |
-
1954
- 1954-06-28 GB GB18930/54A patent/GB756802A/en not_active Expired
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102051853A (en) * | 2010-12-16 | 2011-05-11 | 陈洪凯 | Combined emergency bridge and erection method thereof |
| CN102051853B (en) * | 2010-12-16 | 2012-12-12 | 陈洪凯 | Combined emergency bridge and erection method thereof |
| CN107227683A (en) * | 2017-07-27 | 2017-10-03 | 燕山大学 | It is a kind of to be used for the collapsible suspension bridge that personnel are crossed a river or goods is conveyed |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| GB996998A (en) | Improvements in or relating to methods of assembling buildings | |
| CN211736290U (en) | Shell cross-section large-span cornice high-altitude formwork erecting operation platform | |
| US2878498A (en) | Bridge construction | |
| CN106120570B (en) | A kind of job platform for the secondary construction of cap | |
| GB756802A (en) | Method of erection of a supporting structure | |
| KR970070374A (en) | Installation method of precast concrete beam | |
| GB801367A (en) | Improvements in pre-cast reinforced concrete structures | |
| US5491861A (en) | Portable, demountable bridge of aerial point to ford rivers, chasms and the like | |
| GB1188958A (en) | Improvements in or relating to Bridge Girders. | |
| GB1000949A (en) | Improvements in or relating to bridge construction | |
| GB845429A (en) | Improvements relating to mine support girders or bars | |
| JP2807845B2 (en) | Construction method of diagonal material for Stypanel Bridge | |
| SU1416647A1 (en) | Power transmission line support | |
| FR2244872A1 (en) | Method of constructing road bridges - involves cantilevering shorts sections joined by tensioned bars | |
| GB661307A (en) | Method of constructing a truss bridge of reinforced concrete | |
| SU1520214A1 (en) | Suspension method of mounting square diaphragm roof | |
| CN215925709U (en) | Cable-stayed bridge tower area cable-free beam section hoisting platform based on Bailey beam | |
| GB1032784A (en) | Improvements in or relating to a method of erecting a building | |
| JPS6135325B2 (en) | ||
| JPS5813809A (en) | Suspension method and apparatus of main tower of suspended bridge or obliquely tensioned bridge | |
| GB893243A (en) | Improvements relating to roof structures | |
| GB1115083A (en) | Pre-stressed truss | |
| Samuely et al. | THE SKYLON. | |
| GB690658A (en) | Readily demountable truss | |
| JPS605723B2 (en) | How to install anchors for backstays in cable erection construction methods such as arch bridges |