GB863640A - Tension boom for ferro-concrete beam or girder structures - Google Patents
Tension boom for ferro-concrete beam or girder structuresInfo
- Publication number
- GB863640A GB863640A GB8856/57A GB885657A GB863640A GB 863640 A GB863640 A GB 863640A GB 8856/57 A GB8856/57 A GB 8856/57A GB 885657 A GB885657 A GB 885657A GB 863640 A GB863640 A GB 863640A
- Authority
- GB
- United Kingdom
- Prior art keywords
- boom
- concrete
- casing
- ferro
- tension
- 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
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
Abstract
863,640. Girders &c. GSTOTTNER, H. March 18, 1957 [March 19, 1956], No. 8856/57. Class 20(4) In the manufacture of a tension boom for a ferro-concrete beam or girder structure, a channel shaped casing is supported as shown in Fig. 6a so as to be upwardly cambered, reinforcing means M is introduced rectilinearly and the casing is filled with concrete which is allowed to harden. The structure is such that when the boom is supported at its ends alone as in Fig. 6b it bends under its own weight sufficiently to remove the camber so that the boom is straight but the reinforcement has a curve opposite to the original camber. The upper edges B of the casing A, Figs. 1 and 2, may be bent inwards, and the reinforcing means M may consist of rods C. The concrete in the casing is also used to anchor stirrups D which may be separate as shown or formed as a continuous zig-zag. The boom may be used to support coffered ceiling slabs F, Fig. 1, concrete ribs G being formed in situ. In a lattice girder construction, Fig. 4, two channels A are connected together by stirrups D. In a self-supporting railing construction, Fig. 5, railing bars J are anchored at their ends into the concrete core of a tension boom.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT863640X | 1956-03-19 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB863640A true GB863640A (en) | 1961-03-22 |
Family
ID=3682387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB8856/57A Expired GB863640A (en) | 1956-03-19 | 1957-03-18 | Tension boom for ferro-concrete beam or girder structures |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB863640A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107630409A (en) * | 2017-10-26 | 2018-01-26 | 中铁第四勘察设计院集团有限公司 | A kind of temporary T structure cantilever casting construction supporting construction and its manufacture method |
-
1957
- 1957-03-18 GB GB8856/57A patent/GB863640A/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107630409A (en) * | 2017-10-26 | 2018-01-26 | 中铁第四勘察设计院集团有限公司 | A kind of temporary T structure cantilever casting construction supporting construction and its manufacture method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| GB1336748A (en) | ||
| ATE92570T1 (en) | FORMWORK. | |
| US3550339A (en) | Component member of constructions | |
| GB863640A (en) | Tension boom for ferro-concrete beam or girder structures | |
| GB1196880A (en) | Prefabricated Reinforced Concrete Slab for Building Cantilever Structures. | |
| US2966242A (en) | Light steel girder | |
| JPS62146342A (en) | Reinforced steel bar beam | |
| GB1310023A (en) | Building structures | |
| US2285165A (en) | Building floor | |
| ES477598A1 (en) | Reinforcing core for concrete column - has lengthways alignment hooked anchors for combination with similar elements into rectangular section | |
| GB1086275A (en) | Improvements in and relating to concrete girder combinations | |
| US3241275A (en) | Arched roof structure | |
| DE803674C (en) | Reinforced concrete support member | |
| GB958203A (en) | Improved floor construction | |
| GB250588A (en) | Improvements in trussed structural units | |
| SU560039A1 (en) | Floor slab for buildings erected by lifting floors and floors | |
| AT163299B (en) | Hollow beam ceiling made of prefabricated parts made of reinforced concrete | |
| ATE26142T1 (en) | PRODUCTION EQUIPMENT FOR THE SECTIONAL CONSTRUCTION OF A PRE-PRESSED CONCRETE SUPERSTRUCTURE OF A BRIDGE. | |
| GB818676A (en) | Improvements in or relating to light girders for compound ceilings | |
| US1163376A (en) | Form for concrete. | |
| GB1007351A (en) | A method of constructing composite floors | |
| GB1012465A (en) | Lattice girder for ceilings in buildings | |
| GB506191A (en) | Improvements relating to the construction of floors | |
| FR2309678A1 (en) | Rapidly erected building structure - with vertical walls constructed by uprights concreted into ground and against which perforated metal sheet is laid | |
| GB150061A (en) | Improvements in or relating to structural beams or uprights |