GB453924A - Improvements relating to formwork for concrete construction - Google Patents
Improvements relating to formwork for concrete constructionInfo
- Publication number
- GB453924A GB453924A GB1008835A GB1008835A GB453924A GB 453924 A GB453924 A GB 453924A GB 1008835 A GB1008835 A GB 1008835A GB 1008835 A GB1008835 A GB 1008835A GB 453924 A GB453924 A GB 453924A
- Authority
- GB
- United Kingdom
- Prior art keywords
- uprights
- shuttering
- supported
- walls
- frames
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
453,924. Casting walls in situ. DYKE, H. G., 14, Langham Place, London. April 1, 1935, No. 10088. [Class 20 (ii)] The outer shuttering for casting concrete walls in situ is supported by means of cantilevers from sectional uprights disposed inside the walls, so that the pressure of the concrete on the shuttering is transmitted to these uprights. The uprights disposed within the walls are formed of two channel-section members 1 disposed back to back and formed in lengths joined by fishplates 2, the uprights being supported in apertures 3 in the floors by cross keys 5 and inclined struts 6, the lower lengths being removed for re-use as the building proceeds. The uprights are interconnected by inclined bars 29 and carry the internal shuttering 18. The external shuttering 24 is supported by walings 15 carried by uprights 14 which in turn are supported by double triangular cantilever frames 8, 19, 31, secured to the uprights 1 at spaced points 22, 23. The cantilever frames are connected lengthwise of the wall by bars 32, 34, Fig. 2, and the walings 15 are interconnected and stiffened at their ends by triangular truss frames 26 and also by inclined bolts 35. The cantilever frames are raised after each casting operation by means of tackles 9 carried by horizontals 12 from the inner uprights, the suspension being so arranged that when the cantilevers are disconnected from the uprights, the shuttering swings free of the cast wall. Permanent precast facing material 16 may be supported by the outer shuttering supports. Specification 432,202 is referred to.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1008835A GB453924A (en) | 1935-04-01 | 1935-04-01 | Improvements relating to formwork for concrete construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB1008835A GB453924A (en) | 1935-04-01 | 1935-04-01 | Improvements relating to formwork for concrete construction |
Publications (1)
Publication Number | Publication Date |
---|---|
GB453924A true GB453924A (en) | 1936-09-21 |
Family
ID=9961245
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB1008835A Expired GB453924A (en) | 1935-04-01 | 1935-04-01 | Improvements relating to formwork for concrete construction |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB453924A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2404086A1 (en) * | 1977-09-27 | 1979-04-20 | Outinord St Amand | Concrete building facade slab shuttering - has one piece internal and external panels with former withdrawn through slot in roof slab |
FR2413516A1 (en) * | 1977-12-30 | 1979-07-27 | Holzmann Philipp Ag | PROCESS AND PREFABRICATED ELEMENT FOR THE CONSTRUCTION OF COOLING TOWERS WITH SHELL REINFORCED BY RINGS |
WO2022237482A1 (en) * | 2021-05-13 | 2022-11-17 | 中建三局第三建设工程有限责任公司 | Construction apparatus and method for hanging, integrally assembling, and integrally lifting building vertical formwork |
CN115807541A (en) * | 2022-12-12 | 2023-03-17 | 中建八局第四建设有限公司 | Integral pouring construction method for stiff skeleton of high-altitude large-cantilever member of building |
-
1935
- 1935-04-01 GB GB1008835A patent/GB453924A/en not_active Expired
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2404086A1 (en) * | 1977-09-27 | 1979-04-20 | Outinord St Amand | Concrete building facade slab shuttering - has one piece internal and external panels with former withdrawn through slot in roof slab |
FR2413516A1 (en) * | 1977-12-30 | 1979-07-27 | Holzmann Philipp Ag | PROCESS AND PREFABRICATED ELEMENT FOR THE CONSTRUCTION OF COOLING TOWERS WITH SHELL REINFORCED BY RINGS |
WO2022237482A1 (en) * | 2021-05-13 | 2022-11-17 | 中建三局第三建设工程有限责任公司 | Construction apparatus and method for hanging, integrally assembling, and integrally lifting building vertical formwork |
CN115807541A (en) * | 2022-12-12 | 2023-03-17 | 中建八局第四建设有限公司 | Integral pouring construction method for stiff skeleton of high-altitude large-cantilever member of building |
CN115807541B (en) * | 2022-12-12 | 2024-03-19 | 中建八局第四建设有限公司 | Integral pouring construction method for stiff framework of large cantilever component at high altitude of building |
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