GB250980A - Improvements in and relating to apparatus for constructing thin concrete walls and erecting the same - Google Patents
Improvements in and relating to apparatus for constructing thin concrete walls and erecting the sameInfo
- Publication number
- GB250980A GB250980A GB10255/26A GB1025526A GB250980A GB 250980 A GB250980 A GB 250980A GB 10255/26 A GB10255/26 A GB 10255/26A GB 1025526 A GB1025526 A GB 1025526A GB 250980 A GB250980 A GB 250980A
- Authority
- GB
- United Kingdom
- Prior art keywords
- mould
- foundation
- bars
- cast
- wall
- 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
- E04G11/32—Tiltable forms or tilting tables for making walls as a whole or in parts in situ
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)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
250,980. Sargeant, J. M. April 18, 1925, [Convention date]. Moulding walls in situ.- Thin concrete wall portions are cast in moulds in a horizontal position and are raised into the vertical position for erection on a concrete foundation previously prepared. Tubular uprights 16 are secured in sockets 15 bolted to the concrete foundation, and carry upper and lower journal castings 43, 19 which are clamped to the post at the desired positions. A trussed pivot shaft 46 is carried by the upper brackets of a pair of posts and this shaft supports a number of bearing arms 56 which receive cross-bars 58 acting as bearers for the mould frame, which is adjustable for different sizes of wall blocks. The cross-bars are trussed to adjust the tension and are tied together at their ends by bars 60 to which cables 41, 42 are attached for rotating the frame from the horizontal to the vertical position. Each cable is tensioned by passing around an upper drum 54. The lower journal castings carry a cross shaft 31 to which are secured the drums 40 for the cables and eccentrics 35, and operating shafts. The cross shaft is rotated by gearing 30, 32 from the operating shafts and the mould is rocked during casting by the eccentrics 35 and rods 63. Screw-adjusting lifting rods 68 are also secured to the eccentric sheaves so that the mould, when turned into the vertical position, may be lowered to deposit the cast wall upon the foundation. In a modification, the mould is positioned wholly over the cast foundation so that trees and other objects near to the foundation do not interfere with the casting operation. For this purpose, channelled bars 72 are supported by the screw adjusting rods 68 from the eccentrics and the upper journal castings 69 are provided with runners 71 to run in the channels, and the cables 41, 42 are operated to tilt the mould and also to draw the journal casting from the moulding position, shown in Fig. 8, to the depositing position over one of the posts 16. The cast wall is retained on the mould during the tilting operation by screw adjusting rods 66 on the mould support engaging the reinforcement 67 in the wall.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US250980XA | 1925-04-18 | 1925-04-18 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB250980A true GB250980A (en) | 1926-09-30 |
Family
ID=21824056
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB10255/26A Expired GB250980A (en) | 1925-04-18 | 1926-04-19 | Improvements in and relating to apparatus for constructing thin concrete walls and erecting the same |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB250980A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2500415A (en) * | 1948-03-15 | 1950-03-14 | Donald E Johnson | Street car grab handle |
US10480197B2 (en) | 2017-04-04 | 2019-11-19 | Columbia Insurance Company | Masonry support |
-
1926
- 1926-04-19 GB GB10255/26A patent/GB250980A/en not_active Expired
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2500415A (en) * | 1948-03-15 | 1950-03-14 | Donald E Johnson | Street car grab handle |
US10480197B2 (en) | 2017-04-04 | 2019-11-19 | Columbia Insurance Company | Masonry support |
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