EP1312728A2 - Dalle de revêtement de sol - Google Patents

Dalle de revêtement de sol Download PDF

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Publication number
EP1312728A2
EP1312728A2 EP02025247A EP02025247A EP1312728A2 EP 1312728 A2 EP1312728 A2 EP 1312728A2 EP 02025247 A EP02025247 A EP 02025247A EP 02025247 A EP02025247 A EP 02025247A EP 1312728 A2 EP1312728 A2 EP 1312728A2
Authority
EP
European Patent Office
Prior art keywords
elements
reinforcement
base plate
reinforcing
concrete
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.)
Withdrawn
Application number
EP02025247A
Other languages
German (de)
English (en)
Other versions
EP1312728A3 (fr
Inventor
Dietrich Poburski
Julia Poburski
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1312728A2 publication Critical patent/EP1312728A2/fr
Publication of EP1312728A3 publication Critical patent/EP1312728A3/fr
Withdrawn legal-status Critical Current

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    • 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
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
    • E01C5/08—Reinforced units with steel frames
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/08—Flooring or floor layers composed of a number of similar elements only of stone or stone-like material, e.g. ceramics, concrete; of glass or with a top layer of stone or stone-like material, e.g. ceramics, concrete or glass

Definitions

  • the invention relates to a base plate for walkable or passable Roofing, especially for roof terraces and parking decks.
  • Roof coverings that can be walked on or driven over consist of one on the concrete roof applied heat-insulating layer, one moisture-proof layer, a sliding layer and one thereon arranged, mostly consisting of on-site manufactured coverings Base plate layer.
  • the top, walkable or passable layer is exposed to high temperature fluctuations caused by extreme frost in the Winter in the range of -30 ° C to + 60 ° C when heating in summer Sun exposure is enough. Because of the extreme associated with it
  • the roof coverings that can be walked on or driven over are usually changed in length made from individual concrete slabs or similar floor slabs, between which joints are provided for thermal expansion are.
  • edge areas of the floor panels are very sensitive and break slightly, especially if something has penetrated into the joint area Water expands under the influence of frost.
  • Edge reinforcements of the base plates are therefore already known.
  • An edge reinforcement is known from DE 89 03 721 01, for example Plastic has become known for the corner area of concrete slabs, which in the concrete slab is poured. Steel profiles are also known.
  • the object of the invention is a base plate of the aforementioned Specify the type whose edges are completely and permanently protected and in a simple manner in the specified dimensions can be produced.
  • the Base plate with a surrounding frame Edge reinforcement which consists of interconnected Reinforcing elements exist. Due to the all-round reinforcement protected all edges of the base plate, the structure of the Edge reinforcement from interconnected reinforcement elements enables easy manufacture of different panel sizes, because the reinforcement elements can be according to the desired Dimensions can be selected.
  • the reinforcement elements are connected to each other, so that a surrounding frame is created. Then the frame with poured the plate material, especially concrete. In this way can not only the floor panels in different dimensions are produced, but with the desired dimensions adhered to high accuracy.
  • the reinforcement elements meet at Production of the base plate the function of an otherwise necessary Formwork, which is advantageous in the method according to the invention Way is saved.
  • Edge reinforcement made of metal, preferably stainless steel, brass, zinc, galvanized sheet steel or aluminum, or plastic.
  • the mentioned materials are not only ideal for protecting the sensitive edges, but they also result in an appealing Optics of the base plate according to the invention.
  • the Sealing the joints between the floor slabs against penetration Water can be made particularly simple and effective, because the non-corrosive surfaces facilitate the dense Creation of a permanently elastic sealing material or as Seal used extruded plastic profiles.
  • the floor panels according to the invention with particularly narrow Tolerances can be produced. This enables the joints to be minimized between the floor panels, causing the sealing problems even more are easier to solve.
  • the edge reinforcement advantageously consists of a cross-section in essential L-shaped profiles, the outer narrow sides and one Cover the peripheral edge area of the underside of the base plate.
  • L-shaped profiles are easy to manufacture and they have that Advantage that not only the actual edges of the floor panels, but the entire outer narrow sides are protected.
  • the cover has a peripheral edge area of the underside of the base plate also the advantage that the edge reinforcement has its additional Function as shaping formwork when casting the floor slab can meet.
  • the lower part prevents the L-shaped one Profiles of the edge reinforcement the drainage from the liquid concrete or other plate materials in the manufacture largely.
  • edge reinforcement is angled twice in cross section on the top of the plate, so that the upper arm end protrudes downwards.
  • the first bend the top edge of the base plate is enclosed and thus effective protected.
  • the second bend serves to anchor the Edge reinforcement in the board material.
  • the invention is further improved in that the edge reinforcement is angled on the underside of the plate, so that the lower The reinforcement end protrudes upwards. This way the bottom one Armor end optimally anchored in the panel material.
  • the reinforcement elements comprise angled corner elements and straight side elements.
  • these two Reinforcing elements can be the most desired Create plate shapes and dimensions. Especially at square plates you need exactly four right-angled corner elements and four straight side elements that match the desired side length of the Base plate are adjusted.
  • the side elements each with two corner elements connected to a square frame, which then with Panel material, especially concrete is poured out. The same applies to the production of a rectangular base plate in which two longer and two shorter side elements can be used.
  • Connecting elements are provided, which are preferably made of L-shaped Profiles exist, which are also L-shaped profiles Reinforcing elements on the top and bottom, respectively are angled, are engaged, the connecting elements in Direction of the narrow floor slab sides over a portion of each interconnected reinforcing elements extend.
  • the bottom plate with reinforcing bars or Reinforcement ropes are provided, which run across the circumferential Reinforcement frame enclosed interior space, the End of the reinforcement bars or reinforcement cables on the reinforcement frame are attached.
  • the reinforcement frame for example steel bars or steel cables inserted or clamped in the reinforcement frame.
  • holes can be provided in the reinforcement frame.
  • the aesthetic appearance of the base plate is thereby still improved that a surface layer of visually appealing Material on the main plate material, for example on the Concrete is applied.
  • a surface layer exists preferably made of ceramic decorative panels, fired clinker bricks, Natural stone such as granite, cast stone, washed concrete, synthetic resin concrete, pure concrete, or asphalt with synthetic resin admixtures.
  • the surface layer is removed the casting of the plate material applied to the plate material and either directly to the still fresh and plastic one Plate material layer or after setting the same on a between the sheet material layer and the surface layer arranged mortar layer.
  • the concrete slab 1 shows a concrete base plate 1 according to the invention, which is intended for roof coverings that can be walked on and driven over.
  • the concrete slab 1 is provided with an edge reinforcement 2, which acts as a surrounding frame is designed and from four side elements 3 and four corner elements 4th consists.
  • the reinforcing elements 3, 4 are provided with connecting elements 5 ( Figure 4) connected together. All reinforcing elements 3, 4, 5 of the Edge reinforcement 2 are made of stainless steel. Alternatively, it can also other materials, especially plastics and other metals such as brass, aluminum, zinc, galvanized steel sheet can be used.
  • a side element 3 can be seen in an enlarged representation in FIG. its length depending on the desired side length of the finished one Concrete slab 1 can be of different sizes.
  • the side element is in the profile substantially L-shaped and has a vertical side section 6 and a horizontal bottom section 7. That's on the top Side element 3 to the concrete slab 1 (not shown here) double angled so that a horizontal bridge section 8 and a vertical upper protruding downwards into the concrete, not shown Anchoring section 9 are formed.
  • the horizontal bottom section 7 is angled upward at its end, so one is from the bottom up lower protruding into the concrete, not shown above Anchoring section 10 is formed.
  • the corner element also has corresponding side sections 6 and bottom sections 7, which in profile are also L-shaped and each have corresponding bridge sections 8, upper anchoring sections 9 and lower anchoring sections 10 exhibit.
  • the connecting element 5 is also L-shaped in profile and has a modified side portion 11 and a modified Bottom section 12.
  • the side section 11 differs from the corresponding side section 6 of a corner element 4 or one Side element 3 in that it is slightly in the vertical direction is shorter and only a simple bend at the top has essentially 90 degrees, so a horizontal Anchoring section 13 is formed.
  • the anchoring section 13 differs from the bridge section 8 of the others Reinforcing elements 3, 4 in that it is somewhat narrower is.
  • the bottom section 12 of the connecting element 5 is also somewhat narrower than the corresponding bottom section 7 of the other Reinforcing elements 3, 4.
  • a connection point between two reinforcement elements For example, a side element 3 and a corner element 4 can be used recognize in Figure 6.
  • the connecting element 5 is on the inside of the two reinforcement elements 3, 4 placed such that it is over one Part of the side element 3 and at the same time over a part of the corner element 4 extends.
  • the two side sections of the Reinforcing elements 3, 4 on the side section 11 of the Connecting element 5 and the two bottom sections 7 of the Reinforcing elements 3 and 4 each on the bottom portion 12 of the Connecting element 5.
  • the anchoring section 13 on the Top of the connecting element 5 is between the respective top Anchoring sections 9 and the associated bridge sections 8 the reinforcing elements 3, 4 are clamped.
  • the two reinforcement elements 3, 4 are in the placed in the correct position.
  • the connecting element 5 is made the position shown in Figure 4 by about 30 degrees clockwise rotated and its anchoring section 13 under the two Bridge sections 8 inserted in the area of the connection point. After that the connecting element 5 is counterclockwise in its turned back original position, the bottom portion 12 of the Connecting element 5 behind the two lower anchoring sections 10 of the reinforcing elements 3, 4 to be connected snaps into place.
  • the side sections 6 of the cover Reinforcing elements 3, 4 completely remove the outer narrow sides. How can best be seen in FIG. 2, of the bottom sections 7 Reinforcing elements 3, 4 also a peripheral edge area of the Underside of the concrete slab 1 covered. This makes a side Liquid concrete flows away when pouring the concrete slab 1 prevented, especially if the surface is not completely flat.
  • the bottom plate 1 ensures that the production of less qualified personnel. Little one Floor slabs can be manufactured centrally and delivered to the construction site become. Larger floor slabs can be made on site.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Floor Finish (AREA)
EP02025247A 2001-11-14 2002-11-12 Dalle de revêtement de sol Withdrawn EP1312728A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10155980 2001-11-14
DE2001155980 DE10155980A1 (de) 2001-11-14 2001-11-14 Bodenplatte

Publications (2)

Publication Number Publication Date
EP1312728A2 true EP1312728A2 (fr) 2003-05-21
EP1312728A3 EP1312728A3 (fr) 2003-11-12

Family

ID=7705758

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02025247A Withdrawn EP1312728A3 (fr) 2001-11-14 2002-11-12 Dalle de revêtement de sol

Country Status (2)

Country Link
EP (1) EP1312728A3 (fr)
DE (1) DE10155980A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1869255A2 (fr) * 2005-03-21 2007-12-26 KALMAN fLOOR cOMPANY Dalle de plancher en beton a retrait compense non arme
NL1032369C2 (nl) * 2006-08-25 2008-02-26 Zoontjes Beton B V Samenstel en werkwijze voor het vormen van een vloer.
CN109295827A (zh) * 2018-11-14 2019-02-01 中国建筑第八工程局有限公司 可拆装现浇筑式混凝土路面及建造方法

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2000794C2 (nl) * 2007-08-03 2009-02-04 Wernink Beton B V Vloerelement.

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE865359C (de) * 1952-12-18 N. V. Betonfabriek De Meteoor, De Steeg (Niederlande) Großflächige Fußbodenplatte aus Beton mit Stahlrahmen
DE2831914A1 (de) * 1978-07-20 1980-02-07 Hella Kloepping Bodenplatte
DE3113469A1 (de) * 1981-04-03 1982-10-21 Stelcon International B.V., 3500 Utrecht Vorgefertigte stahlbetonplatte mit rechteckigem grundriss
DE8903721U1 (de) 1989-03-24 1989-05-24 Stelcon Ag, 4300 Essen Industriefußbodenplatte aus Beton

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1932329A1 (de) * 1969-06-26 1971-01-07 De Rijk Richard Joseph Verfahren zur Herstellung eines Bodens und dabei anzuwendende Mittel
FR2172015A1 (fr) * 1972-02-18 1973-09-28 Interlocking Systems Int
FR2396847A1 (fr) * 1977-07-06 1979-02-02 Hasbroucq Edouard Dalle pour revetement des murs ou des sols et procede de fabrication d'une telle dalle
US5157890A (en) * 1991-02-07 1992-10-27 Wenger Corporation Flooring
DE4106360A1 (de) * 1991-02-28 1992-09-03 Gewerk Keramchemie Chemisch bestaendiger, fluessigkeitsdichter belag
DE4313717A1 (de) * 1993-04-27 1994-11-03 Kloepping Claus Peter Betonsteinplatte

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE865359C (de) * 1952-12-18 N. V. Betonfabriek De Meteoor, De Steeg (Niederlande) Großflächige Fußbodenplatte aus Beton mit Stahlrahmen
DE2831914A1 (de) * 1978-07-20 1980-02-07 Hella Kloepping Bodenplatte
DE2831914C2 (de) 1978-07-20 1986-12-11 Hella 4800 Bielefeld Klöpping Betonwerksteinplatte
DE3113469A1 (de) * 1981-04-03 1982-10-21 Stelcon International B.V., 3500 Utrecht Vorgefertigte stahlbetonplatte mit rechteckigem grundriss
DE8903721U1 (de) 1989-03-24 1989-05-24 Stelcon Ag, 4300 Essen Industriefußbodenplatte aus Beton

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1869255A2 (fr) * 2005-03-21 2007-12-26 KALMAN fLOOR cOMPANY Dalle de plancher en beton a retrait compense non arme
EP1869255A4 (fr) * 2005-03-21 2010-04-21 Kalman Floor Co Dalle de plancher en beton a retrait compense non arme
NL1032369C2 (nl) * 2006-08-25 2008-02-26 Zoontjes Beton B V Samenstel en werkwijze voor het vormen van een vloer.
CN109295827A (zh) * 2018-11-14 2019-02-01 中国建筑第八工程局有限公司 可拆装现浇筑式混凝土路面及建造方法

Also Published As

Publication number Publication date
EP1312728A3 (fr) 2003-11-12
DE10155980A1 (de) 2003-05-22

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