EP0137024A1 - Procede de fabrication d'un sol industriel. - Google Patents
Procede de fabrication d'un sol industriel.Info
- Publication number
- EP0137024A1 EP0137024A1 EP84900956A EP84900956A EP0137024A1 EP 0137024 A1 EP0137024 A1 EP 0137024A1 EP 84900956 A EP84900956 A EP 84900956A EP 84900956 A EP84900956 A EP 84900956A EP 0137024 A1 EP0137024 A1 EP 0137024A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- slab
- foundation
- poured
- constructions
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/16—Reinforcements
- E01C11/18—Reinforcements for cement concrete pavings
-
- 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
- E04C5/012—Discrete reinforcing elements, e.g. fibres
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
Definitions
- the reinforcement can also be formed by adding steel fibers to the concrete during mixing; in this way, the concrete becomes homogeneous by the fact that it is reinforced in all directions and that the fiber-concrete interface surface is much larger than in the case of a traditional reinforcement.
- the sheet of synthetic material is placed on the compacted foundation foundation to reduce the coefficient of friction of the slab on the ground and thereby reduce the shrinkage stresses in the concrete.
- the frame generally used in this case, consists of two planes of wire mesh assembled in layers. Each of these reinforcement planes must be as close as possible to the surfaces limiting the volume of concrete in the industrial floor.
- the positioning difficulties result mainly from the fact that the finished level of the industrial floor is strictly determined while the level of the foundation foundation on which the reinforcement system is based, is variable.
- the invention aims to produce a quality industrial floor of continuous concrete, the extent of which can reach or exceed 5,000 m 2 and the thickness of which is identical to that of a traditional slab, the concrete being provided with a homogeneous multidirectional reinforcement obtained by mixing a minimum of fibers, for example steel or concrete during mixing.
- this reinforcement is more durable when using fibers provided with concrete anchors and more particularly fibers with a diameter between 0.5 and 1 mm for a length respectively between 40 and 60 mm.
- These fibers can be provided with anchor corrugations distributed in length and / or have anchor hooks or anchor heads at the two ends of the fibers and they can be made of steel wire having a tensile strength greater than 100 kg / mm 2 in proportion between 25 and
- Maintaining cracking in the field of microcracking by means of reinforcing fibers is however not guaranteed over time for large areas, greater than 1,000 m 2 for example.
- Example of paving that the process allows to build in a completely continuous manner, independent of any joint.
- a compressible mattress for example bakelized glass wool 1 cm thick between the slab and the constructions or parts of construction limiting the slab or crossing it.
- Thickness of the paving 15 cm.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE210291 | 1983-03-10 | ||
BE0/210291A BE896126A (fr) | 1983-03-10 | 1983-03-10 | Sol industriel et son procede de fabrication |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0137024A1 true EP0137024A1 (fr) | 1985-04-17 |
EP0137024B1 EP0137024B1 (fr) | 1987-12-16 |
Family
ID=3843615
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP84900956A Expired EP0137024B1 (fr) | 1983-03-10 | 1984-03-07 | Procede de fabrication d'un sol industriel |
Country Status (5)
Country | Link |
---|---|
US (1) | US4640648A (fr) |
EP (1) | EP0137024B1 (fr) |
CA (1) | CA1235312A (fr) |
DE (1) | DE3468132D1 (fr) |
WO (1) | WO1984003530A1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0765980A1 (fr) * | 1995-09-19 | 1997-04-02 | Silidur Industrieböden GmbH | Dalle de sol en béton, porteuse et étanche, construite en particulier en béton armé de fibres d'acier et son procédé de fabrication |
WO2011053103A2 (fr) | 2009-10-26 | 2011-05-05 | Primeteh, A/S | Béton composite pour dalles de sol et radiers |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE1008191A3 (fr) * | 1991-11-29 | 1996-02-13 | Eurosteel Sa | Procede de realisation de chaussees ou aires industrielles continues en beton compacte renforce de fibres. |
FR2684397B1 (fr) * | 1991-11-29 | 1997-04-25 | Eurosteel Sa | Procede de realisation de chaussees ou aires industrielles continues en beton compacte renforce de fibres. |
GB9301889D0 (en) * | 1993-01-30 | 1993-03-17 | Roxbury Ltd | Improvements in or relating to the erection of building structures |
BE1009314A3 (nl) * | 1995-04-10 | 1997-02-04 | Bekaert Sa Nv | Vervaardiging van een continue vloerplaatconstructie. |
ES2184621B1 (es) * | 2001-06-27 | 2004-08-01 | Metalurgicas Pabur, S.L. | Un sistema de construccion de suelos, y suelo obtenido con este sistema. |
EP1869255A4 (fr) * | 2005-03-21 | 2010-04-21 | Kalman Floor Co | Dalle de plancher en beton a retrait compense non arme |
MX2007011561A (es) * | 2005-03-21 | 2008-04-29 | Kalman Floor Co | Losa de piso de concreto compensadora de contraccion no reforzada. |
FR2896000B1 (fr) * | 2006-01-09 | 2008-03-07 | Stratec Sarl | Dallage non structurel et son procede de realisation |
US20090301028A1 (en) * | 2008-03-07 | 2009-12-10 | Steven Pfoff | Method for constructing cultured stone block buildings |
CN105735078B (zh) * | 2016-03-10 | 2017-10-13 | 长沙理工大学 | 一种适用于多雨地区的双层连续配筋混凝土路面结构 |
CN105780625B (zh) * | 2016-03-10 | 2017-08-25 | 长沙理工大学 | 适用多雨地区城市道路的双层钢筋混凝土路面结构 |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1693941A (en) * | 1921-12-09 | 1928-12-04 | Karl R Schuster | Building construction |
US2078289A (en) * | 1933-01-11 | 1937-04-27 | Francis P Sloan | Cement flooring construction method and apparatus |
US3500728A (en) * | 1966-11-08 | 1970-03-17 | Battelle Development Corp | Concrete construction and roadways |
US3561175A (en) * | 1969-03-17 | 1971-02-09 | Dow Chemical Co | Frost proof shallow footings or piers and method therefor |
BE791262A (fr) * | 1971-11-11 | 1973-03-01 | Battelle Development Corp | Perfectionnements aux elements de construction en beton |
BE815429A (fr) * | 1974-05-22 | 1974-09-16 | Revetement de plancher avec chape. | |
BE839980A (fr) * | 1976-03-25 | 1976-07-16 | Procede pour la construction de dalles et dalles obtenues par ce procede | |
DE2754218A1 (de) * | 1977-12-06 | 1979-06-07 | Georg Stuppy | Belag fuer fussboeden |
BE895522A (fr) * | 1982-12-30 | 1983-04-15 | Eurosteel Sa | Elements filiformes utilisables pour le renforcement de materiaux moulables en particulier pour le beton. |
BE896126A (fr) * | 1983-03-10 | 1983-07-01 | Eurosteel Sa | Sol industriel et son procede de fabrication |
-
1984
- 1984-03-07 WO PCT/BE1984/000006 patent/WO1984003530A1/fr active IP Right Grant
- 1984-03-07 US US06/678,552 patent/US4640648A/en not_active Expired - Lifetime
- 1984-03-07 DE DE8484900956T patent/DE3468132D1/de not_active Expired
- 1984-03-07 EP EP84900956A patent/EP0137024B1/fr not_active Expired
- 1984-03-09 CA CA000449212A patent/CA1235312A/fr not_active Expired
Non-Patent Citations (1)
Title |
---|
See references of WO8403530A1 * |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0765980A1 (fr) * | 1995-09-19 | 1997-04-02 | Silidur Industrieböden GmbH | Dalle de sol en béton, porteuse et étanche, construite en particulier en béton armé de fibres d'acier et son procédé de fabrication |
WO2011053103A2 (fr) | 2009-10-26 | 2011-05-05 | Primeteh, A/S | Béton composite pour dalles de sol et radiers |
WO2011053103A3 (fr) * | 2009-10-26 | 2011-06-23 | Primeteh, A/S | Béton composite pour dalles de sol et radiers |
EA020904B1 (ru) * | 2009-10-26 | 2015-02-27 | Приметех, А/С | Композитный бетон для плит пола и сплошного фундамента |
Also Published As
Publication number | Publication date |
---|---|
US4640648A (en) | 1987-02-03 |
CA1235312A (fr) | 1988-04-19 |
EP0137024B1 (fr) | 1987-12-16 |
WO1984003530A1 (fr) | 1984-09-13 |
DE3468132D1 (en) | 1988-01-28 |
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