GB537873A - Improvements in shuttering for concrete - Google Patents
Improvements in shuttering for concreteInfo
- Publication number
- GB537873A GB537873A GB120340A GB120340A GB537873A GB 537873 A GB537873 A GB 537873A GB 120340 A GB120340 A GB 120340A GB 120340 A GB120340 A GB 120340A GB 537873 A GB537873 A GB 537873A
- Authority
- GB
- United Kingdom
- Prior art keywords
- panels
- rods
- joists
- metal
- supported
- 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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
Abstract
537,873. Casting walls and floors in situ. BRADER, G. B., and WARK, D, Jan 19, 1940. No. 1203. [Class20(ii)] Metal shuttering for floors and walls comprises flanged metal panels supported by rods which are carried by metal joists supported in horizontal or vertical position by scaffolding or struts respectively. For a floor, Fig. 1, the metal panels f, which may be of various sizes are rested with their downturned edges on rods d which pass through apertures c in the webs of I-section joists b and are wedged therein by wedges e. The joists are supported by scaffolding a. The abutting flanges of the panels are nailed, screwed, or bolted together, and after casting, the rods d and panels may be removed leaving the scaffold, and joists to support the floor during final hardening. The side beam shutters may be tied across at their lower ends by wire ties i. For a wall, Fig. 5, the rods d are disposed horizontally through the webs of the upright vertical joists. b' which are strutted into position by struts k. The edges of the panels may be turned backwardly at the rear to be engaged by spring connectors I whereby the panels are secured to. the rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB120340A GB537873A (en) | 1940-01-19 | 1940-01-19 | Improvements in shuttering for concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB120340A GB537873A (en) | 1940-01-19 | 1940-01-19 | Improvements in shuttering for concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| GB537873A true GB537873A (en) | 1941-07-10 |
Family
ID=9717950
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB120340A Expired GB537873A (en) | 1940-01-19 | 1940-01-19 | Improvements in shuttering for concrete |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB537873A (en) |
-
1940
- 1940-01-19 GB GB120340A patent/GB537873A/en not_active Expired
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