GB662011A - Method of manufacture of beams and floors - Google Patents
Method of manufacture of beams and floorsInfo
- Publication number
- GB662011A GB662011A GB16465/49A GB1646549A GB662011A GB 662011 A GB662011 A GB 662011A GB 16465/49 A GB16465/49 A GB 16465/49A GB 1646549 A GB1646549 A GB 1646549A GB 662011 A GB662011 A GB 662011A
- Authority
- GB
- United Kingdom
- Prior art keywords
- beams
- elements
- steel
- steel elements
- end blocks
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
- Building Environments (AREA)
Abstract
662,011. Beams; floors. BRAUNBOCK, E. June 21, 1949 [June 21, 1948], No. 16465/49. Class 20(iv) A floor is formed from juxtaposed beams 1 each comprising a number of axially aligned moulded elements with highly tensioned steel elements 2 arranged outside and along the moulded elements and anchored to special end blocks which may be of concrete, reinforced concrete or steel. The tensioning.of the steel elements may be effected at the works and the beams transported to the site, or the tensioning may be carried out on the site. After assembly of the beams the steel elements are bonded thereto bv cement mortar or concrete being placd around the steel elements. When the bonding material has set, the tensioned steel elements may be severed from the end blocks and the latter removed to form end blocks in making another beam. Additional reinforcement 10 may be positioned between the beams before the bonding material 9 is placed. Specifications 541,835, 554,693 and 556,572 are referred to.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT662011X | 1948-06-21 |
Publications (1)
Publication Number | Publication Date |
---|---|
GB662011A true GB662011A (en) | 1951-11-28 |
Family
ID=3678433
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
GB16465/49A Expired GB662011A (en) | 1948-06-21 | 1949-06-21 | Method of manufacture of beams and floors |
Country Status (1)
Country | Link |
---|---|
GB (1) | GB662011A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2420618A1 (en) * | 1978-03-23 | 1979-10-19 | Paraisten Kalkki Oy | Prestressed cantilevered structural concrete element - has open channel section at top for cutting and removing wires for reuse (OE 15.4.79) |
ITMI20112373A1 (en) * | 2011-12-23 | 2013-06-24 | D L C S R L | METHOD FOR THE REALIZATION OF A PREFABRICATED STRUCTURE WITH PREFABRICATED ELEMENTS IN CONCRETE WITHOUT BENDING |
-
1949
- 1949-06-21 GB GB16465/49A patent/GB662011A/en not_active Expired
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2420618A1 (en) * | 1978-03-23 | 1979-10-19 | Paraisten Kalkki Oy | Prestressed cantilevered structural concrete element - has open channel section at top for cutting and removing wires for reuse (OE 15.4.79) |
ITMI20112373A1 (en) * | 2011-12-23 | 2013-06-24 | D L C S R L | METHOD FOR THE REALIZATION OF A PREFABRICATED STRUCTURE WITH PREFABRICATED ELEMENTS IN CONCRETE WITHOUT BENDING |
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