PL311954A1 - Rigid cross-braced reinforcement combined with boarding - Google Patents
Rigid cross-braced reinforcement combined with boardingInfo
- Publication number
- PL311954A1 PL311954A1 PL94311954A PL31195494A PL311954A1 PL 311954 A1 PL311954 A1 PL 311954A1 PL 94311954 A PL94311954 A PL 94311954A PL 31195494 A PL31195494 A PL 31195494A PL 311954 A1 PL311954 A1 PL 311954A1
- Authority
- PL
- Poland
- Prior art keywords
- situ
- formwork
- concrete
- industrialization
- savings
- Prior art date
Links
Classifications
-
- 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
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
-
- 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
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
- E04B5/328—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements the filling elements being spherical
-
- 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
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Rod-Shaped Construction Members (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Universal element for in situ flat two-way reinforced deck structures. Effect: optimized industrialization of in situ concrete building. The product is a prefabricated self-supporting lattice element providing all necessary components for any concrete deck structure besides concrete, such as formwork, ceiling surface, reinforcement in two ways and air cavities. The components form part of unit with a fixed precise geometry and accurate amount of material according to predetermined requirements. The element can be industrailly manufactured in a fully automated process. The erection on site is very simple. The elements can be joined directly and are immediately ready for concreting. The industrialization of the in situ work offers large savings in both time and materials, such as the entire horizontal formwork bottom, a large part of the vertical formwork and all the traditional reinforcement binding. Analyses have shown savings up to 30 %.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK068093A DK172307B1 (en) | 1993-06-10 | 1993-06-10 | Double-tensioned self-supporting reinforcement formwork - and concrete decks made herewith |
PCT/DK1994/000231 WO1994029541A1 (en) | 1993-06-10 | 1994-06-10 | Two-way self-supporting reinforcement formwork |
Publications (2)
Publication Number | Publication Date |
---|---|
PL311954A1 true PL311954A1 (en) | 1996-03-18 |
PL173565B1 PL173565B1 (en) | 1998-03-31 |
Family
ID=8096313
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PL94311954A PL173565B1 (en) | 1993-06-10 | 1994-06-10 | Rigid cross-braced reinforcement combined with boarding |
Country Status (5)
Country | Link |
---|---|
AU (1) | AU6969494A (en) |
DK (1) | DK172307B1 (en) |
PL (1) | PL173565B1 (en) |
WO (1) | WO1994029541A1 (en) |
ZA (1) | ZA944087B (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP1568827A1 (en) * | 2004-02-25 | 2005-08-31 | Cobiax Technologies AG | Method and means for manufacturing concrete elements. |
KR100806820B1 (en) | 2006-12-19 | 2008-02-22 | 삼성중공업 주식회사 | Two-way hollow core slab and construction method thereof |
WO2010132900A1 (en) * | 2009-05-15 | 2010-11-18 | Duc Thang Do | Steel reinforcement structure of bubbledeck slab elements and procedure of manufacturing bubbledeck slab elements |
JP6589290B2 (en) * | 2015-02-19 | 2019-10-16 | 日本製鉄株式会社 | Deck composite floor structure |
CN111379378A (en) * | 2020-01-07 | 2020-07-07 | 杭州章跃实业有限公司 | Ceramic cake reinforcement cage structure and manufacturing process |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1073540A (en) * | 1911-10-11 | 1913-09-16 | Asbestos Protected Metal Co | Building construction. |
DE516914C (en) * | 1927-08-13 | 1931-01-29 | Gerald Douglas Cochrane | Hollow ceiling made of box-shaped hollow girders that are parallel to each other and are arranged parallel to one another and are as long as possible |
US2912848A (en) * | 1956-12-17 | 1959-11-17 | Granite City Steel Company | Floor structure having electrical conduits |
US3930348A (en) * | 1970-01-14 | 1976-01-06 | Johns-Manville Corporation | Reinforced concrete construction |
FR2081159A1 (en) * | 1970-03-11 | 1971-12-03 | Reimbert Andre | |
BE836061A (en) * | 1975-11-28 | 1976-03-16 | Le Clercq Pierre | METAL FORMWORK FOR CONCRETE CONSTRUCTIONS |
DK166462B1 (en) * | 1990-10-01 | 1993-05-24 | Joergen Breuning | PLANT, DOUBLE-SCRAPED IRON CONCRETE COVER AND PROCEDURES FOR PRODUCING IT |
-
1993
- 1993-06-10 DK DK068093A patent/DK172307B1/en not_active IP Right Cessation
-
1994
- 1994-06-10 ZA ZA944087A patent/ZA944087B/en unknown
- 1994-06-10 PL PL94311954A patent/PL173565B1/en not_active IP Right Cessation
- 1994-06-10 AU AU69694/94A patent/AU6969494A/en not_active Abandoned
- 1994-06-10 WO PCT/DK1994/000231 patent/WO1994029541A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
ZA944087B (en) | 1995-02-06 |
DK68093D0 (en) | 1993-06-10 |
DK68093A (en) | 1994-12-11 |
WO1994029541A1 (en) | 1994-12-22 |
DK172307B1 (en) | 1998-03-09 |
AU6969494A (en) | 1995-01-03 |
PL173565B1 (en) | 1998-03-31 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Decisions on the lapse of the protection rights |
Effective date: 20120610 |