EP1210485B1 - Piece en beton arme pour fondations pour batiments - Google Patents

Piece en beton arme pour fondations pour batiments Download PDF

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Publication number
EP1210485B1
EP1210485B1 EP00964057A EP00964057A EP1210485B1 EP 1210485 B1 EP1210485 B1 EP 1210485B1 EP 00964057 A EP00964057 A EP 00964057A EP 00964057 A EP00964057 A EP 00964057A EP 1210485 B1 EP1210485 B1 EP 1210485B1
Authority
EP
European Patent Office
Prior art keywords
reinforced concrete
concrete
lattice girders
lattice
buildings
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 - Lifetime
Application number
EP00964057A
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German (de)
English (en)
Other versions
EP1210485A1 (fr
Inventor
Udo Sohns
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Publication of EP1210485A1 publication Critical patent/EP1210485A1/fr
Application granted granted Critical
Publication of EP1210485B1 publication Critical patent/EP1210485B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8611—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers being embedded in at least one form leaf
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2002/867—Corner details

Definitions

  • the invention relates to a reinforced concrete part for the production of foundations for buildings, wherein the reinforced concrete part of two similar commercial Fertigdekkenimplantationn each consisting of a substantially rectangular, in the laying state of reinforced concrete part vertically oriented concrete slab and at least have a connected with this lattice girder made of steel, the two finished ceiling elements mirror images are arranged so that their concrete slabs in parallel spaced from each other and their lattice girders facing each other and the adjacent lattice girders through at least one of the upper girths the same attached elongate spacer are firmly connected.
  • German patent DE 198 08 509 C1 discloses a method for Making a clam shell prefabricated wall known.
  • this wall finished part are provided round steel, which with the upper flange round steel of the lattice girders are welded, in such a way that the round steel and the top flange round steel run transversely to each other.
  • the round steel in the wall prefabricated part run vertically in the operating position.
  • This prefabricated wall has above all the Disadvantage that due to the shape of the round steel and its vertical orientation no significant distance between the upper flange round steel and thus can be achieved between the concrete slabs. This affects especially so far unfavorable, as the static load capacity of the wall Fertigkteils is very limited.
  • the invention is therefore an object of the invention to provide a reinforced concrete part, the avoid the aforementioned disadvantages and nevertheless a one-piece and easy and inexpensive to manufacture finished part is that on site without further Measures (i.e., rework or assembly) can be easily and quickly placed can.
  • reinforced concrete part of the type in question in that the reinforced concrete part is designed as a one-piece finished part and each intermediate piece is rigid and substantially horizontal between extends the upper straps of the lattice girders.
  • the reinforced concrete part according to the invention initially has the advantage that the beginning operations "shelling” and “stripping” are eliminated, resulting in a saves time and labor on the construction site. Furthermore, the reinforced concrete part advantageous because the horizontal orientation of the spacer or pieces (s) perpendicular to the concrete slabs or upper chords a considerable width of the reinforced concrete part of more than two meters and consequently a comparatively large static Resilience and stability allows for what is known for foundations is crucial.
  • the finished reinforced concrete parts intended for a foundation become the construction site brought and arranged there only in the required manner. Look at one This can be done very quickly according to the corresponding installation plan.
  • each for the Foundation provided reinforced concrete part on the construction site on two longitudinal edges of his Concrete slabs is placed, these concrete slabs form sidewalls, between where the in-situ concrete is introduced.
  • the reinforced concrete parts can then immediately with In-situ concrete to be filled. After the concrete has hardened, the foundation is ready.
  • the building can be erected on the foundation. Leave with the reinforced concrete part foundations of various kinds are produced (for example strip foundations, Pile foundations, single foundations, etc.).
  • a finished ceiling element basically consists of a generally rectangular Concrete slab and at least one connected to this lattice girder Stole.
  • a certain laying plan are those for a blanket, for example a floor ceiling, provided finished ceiling elements in a conventional manner arranged on the site so that their concrete slabs are located below and with their flat bottom side facing down, while their lattice girder after at the top.
  • the ceiling can be total be cast with in-situ concrete.
  • the finished ceiling is comparable to one Full concrete solid slab. The difference is that the finished ceiling then does not have to be plastered. It is sufficient, the butt joints of the finished ceiling elements for example, after concreting to clean or fill.
  • the lattice girder of a commercial one protruding vertically from the concrete slab Fertigformiatas usually has at least one upper flange, one of Lattice girder height corresponding to running in parallel distance to the lower chord Lower and upper and lower chords connecting diagonal sections or diagonals on.
  • the lower flange is poured into the concrete plate during manufacture and is therefore no longer visible in the finished finished ceiling element.
  • the diagonal Sections or diagonals serve to absorb the thrust forces in the joint occur between finished ceiling element and in-situ concrete.
  • the upper and lower straps provide for the necessary rigidity of the finished ceiling elements during installation.
  • the reinforced concrete parts according to the invention also results in a cost savings, as the finished ceiling elements as such very inexpensive to manufacture are.
  • the prefabricated ceiling elements previously used only for the creation of ceilings they are very well suited to the manufacture and safe use of the product Reinforced concrete part according to the invention.
  • the invention provides a use of reinforced concrete parts any one of claims 1 to 3 prepared foundation for buildings, in which the reinforced concrete parts are in standing on two of their longitudinal edges position and the space between the concrete slabs of the reinforced concrete parts is filled with in situ concrete. On In this way you can choose any number of foundation shapes that are suitable for the respective building create.
  • the reinforced concrete part 1 shown in FIG. 1 consists of two firmly interconnected the same finished ceiling elements 2 and 3 and is used for the production of building foundations.
  • the finished ceiling element 3 is shown as an individual part in FIGS. 2 and 3 represented and manufactured commercially.
  • the finished ceiling element 3 consists of a rectangular concrete slab 4 certain Thickness and three firmly attached to this and perpendicular to this outstanding Lattice girders 5-7 made of steel (lattice girder type KT).
  • the lattice girders 5 and 7 have the same parallel distance from the lattice girder 6. They each point a Obergurt 8-10, two of the lattice girder height respectively in parallel Distance to the associated upper chord 8-10 extending lower straps and the respective Upper chords 8-10 and lower chords connecting diagonal sections or diagonals 11-13 up.
  • the paired lower straps of a lattice girder 5-7 are included the manufacture of the finished ceiling element 3 poured into the concrete slab 4 and are therefore not visible in Figs. 1 to 3.
  • the diagonals 11-13 are also arranged in pairs. That is, for example, in the case of the lattice girder 7, that two diagonally extending truss rods 13a, 13b of the diagonal 13 of the respective converging parallel lower chords to the upper chord 10 (Fig. 2).
  • the finished ceiling element 3 can be seen in the state in which such Prefabricated ceiling elements of commercial type previously for the production of blankets, for Example storey ceilings, to be laid.
  • the concrete slab 4 is flat or horizontal and the lattice girders 5-7 facing upward, so that the liquid in-situ concrete from above can be applied. If the same finished ceiling element 3 by an angle is rotated by 90 ° about its longitudinal central axis counterclockwise it the position shown in Fig. 3. It is therefore "upended", namely on the lower longitudinal edge 14 of its concrete slab 4.
  • each finished ceiling element 2 and 3 of FIG. 1 Upended in the aforementioned manner and arranged in mirror image to each other are the two finished ceiling elements 2 and 3 of FIG. 1.
  • the flat bars or spacers 18-20 are slightly longer than the distance between the pairwise adjacent upper girths 8-10 the lattice girders 5-7 and 15-17.
  • the number and length of the flat bars or spacers 18-20 depends in particular from the special geometry of the finished ceiling elements 2, 3 and their lattice girders 5-7 and 15-17 as well as the special mechanical requirements these or to be built with this foundation.
  • the concrete slab 4 of the right finished ceiling element 3 and the concrete slab 21 of the left finished ceiling element 2 are at a parallel distance from each other and form as it were the Schaluhgspurchase the reinforced concrete part 1.
  • the reinforced concrete part 1 stands on the lower longitudinal edge 14 of the concrete slab 4 of the right finished ceiling element 3 and the lower longitudinal edge 22 of the concrete slab 21 of the left Finished ceiling element 2.
  • reinforced concrete parts become like the reinforced concrete part 1 set up on the site according to a specific installation plan. From These are then filled with in-situ concrete, which thus covers the entire free space between the concrete slabs 4 and 21 occupies. Ensure the lattice girders 5-7 and 15-17 together with the concrete slabs 4 and 21 as well as the in-situ concrete the required mechanical strength or stability of the reinforced concrete part 1 and with this built building foundation.
  • FIG. 4 A section of such a foundation is shown in FIG. 4. At one point is there provided the reinforced concrete part 1. At each open lateral end of the reinforced concrete section 1 is followed by the next reinforced concrete part, for example the reinforced concrete part 23, which is designed and arranged in principle as the reinforced concrete part. 1
  • the concrete slabs 24 and 25 of the reinforced concrete part 23 are the same thickness as the concrete slabs 4 and 21 of the reinforced concrete part 1 and have the same parallel distance from each other.
  • the standing on impact and on their lower longitudinal edges 14, 22 Reinforced concrete parts 1 and 23 therefore close flush with each other and form as it were a foundation channel that can be filled with in-situ concrete. If that for a foundation provided reinforced concrete parts a closed annular arrangement can be immediately concreted without further action.
  • a reinforced concrete part - For example, the reinforced concrete part 26 - has a free end to which no further reinforced concrete part connects, is at the open lateral end of a formwork wall provided.
  • Fig. 4 also illustrates the case that two reinforced concrete parts 27, 28 at right angles are arranged to each other.
  • the outer concrete slabs 29, 30th longer than the inner concrete slabs 31, 32, which requires no further explanation.

Claims (4)

  1. Elément en béton armé (1, 23, 26-28) pour la réalisation de fondations de bâtiments qui est constitué de deux éléments de plancher préfabriqué courants du commerce identiques (2, 3) qui présentent chacun une dalle en béton sensiblement rectangulaire (4, 21 ; 24, 25 ; 29, 31 ; 30, 32) dirigée verticalement à l'état posé de l'élément en béton armé (1, 23, 26-28) et au moins une poutre en treillis (5-7, 15-17) en acier jointe à ladite dalle, les deux éléments de plancher préfabriqué (2, 3) étant placés symétriquement de façon que leurs dalles en béton (4, 21 ; 24, 25 ; 29, 31 ; 30, 32) soient placées parallèlement à distance l'une de l'autre et leurs poutres en treillis (5-7, 15-17) soient dirigées l'une vers l'autre, et les poutres en treillis (5-7, 15-17) voisines étant jointes rigidement par au moins une pièce intermédiaire allongée appliquée sur les membrures supérieures de celles-ci,
    caractérisé par le fait que l'élément en béton armé (1, 23, 26-28) est un élément préfabriqué d'une seule pièce et chaque pièce intermédiaire (18-20) s'étend rigidement et sensiblement horizontalement entre les membrures supérieures (8-10) des poutres en treillis (5-7, 15-17).
  2. Elément en béton armé (1, 23, 26-28) selon la revendication 1, caractérisé par le fait que les poutres en treillis (5-7, 15-17) sont reliées rigidement entre elles par des pièces intermédiaires (18-20) par soudage ou boulonnage.
  3. Elément en béton armé (1, 23, 26-28) selon la revendication 2, caractérisé par le fait que la pièce intermédiaire (18-20) est une barre plate ou ronde.
  4. Fondation pour bâtiments comprenant des éléments en béton armé (1, 23, 26-28) selon l'une des revendications 1 à 3, caractérisée par le fait que les éléments en béton armé (1, 23, 26-28) sont dans une position debout sur deux de leurs côtés longitudinaux (14, 22) et l'espace entre les dalles en béton (4, 21 ; 24, 25 ; 29, 31 ; 30, 32) des éléments en béton armé est rempli de béton coulé en place.
EP00964057A 1999-09-01 2000-08-29 Piece en beton arme pour fondations pour batiments Expired - Lifetime EP1210485B1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19941603A DE19941603C2 (de) 1999-09-01 1999-09-01 Stahlbetonteil zur Herstellung von Fundamenten für Bauwerke
DE19941603 1999-09-01
PCT/EP2000/008422 WO2001016441A1 (fr) 1999-09-01 2000-08-29 Piece en beton arme pour fondations pour batiments

Publications (2)

Publication Number Publication Date
EP1210485A1 EP1210485A1 (fr) 2002-06-05
EP1210485B1 true EP1210485B1 (fr) 2005-04-27

Family

ID=7920394

Family Applications (1)

Application Number Title Priority Date Filing Date
EP00964057A Expired - Lifetime EP1210485B1 (fr) 1999-09-01 2000-08-29 Piece en beton arme pour fondations pour batiments

Country Status (5)

Country Link
US (1) US7073300B1 (fr)
EP (1) EP1210485B1 (fr)
AT (1) ATE294290T1 (fr)
DE (2) DE19941603C2 (fr)
WO (1) WO2001016441A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2235583B1 (es) * 2002-12-23 2006-03-16 Jaime Enrique Jimenez Sanchez Viga de cimentacion flotante por encima del terreno para forjados sanitarios.
US20070044426A1 (en) * 2005-08-25 2007-03-01 Scott Deans Lightweight Wall Structure For Building Construction
US7891150B2 (en) * 2006-01-25 2011-02-22 Finfrock Industries, Inc. Composite truss
WO2009059036A1 (fr) * 2007-10-30 2009-05-07 Lite Tech, Llc Système de panneaux muraux préfabriqués
ITTO20111250A1 (it) * 2011-12-31 2012-03-31 Michele Caboni Connettore conico o semiconico e struttura edile ottenuta tramite una pluralita' di tali connettori.

Family Cites Families (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB176868A (en) * 1920-12-11 1922-03-13 William Ernest Clifton Improvements in the construction of concrete walls for buildings
US3321884A (en) * 1964-06-04 1967-05-30 Klaue Hermann Spaced building plates with embedded wire ties connected by rod means
US3768225A (en) * 1968-04-03 1973-10-30 M Sloan Method of precasting a masonry wall panel
DE2242202C2 (de) * 1972-08-28 1984-03-08 Willi 4983 Kirchlengern Wessel Vorrichtung zum Herstellen von Stahlbetonwänden im Ortbetonverfahren
IT1158600B (it) * 1982-03-29 1987-02-18 Giovanni Cella Struttura per murature di cemento armato composta con lastre prefabbricate
JPS61158541A (ja) * 1984-12-28 1986-07-18 株式会社　冨士起業 建築用骨組体
US5771648A (en) * 1988-03-14 1998-06-30 Foam Form Systems, L.L.C. Foam form concrete system
JPH04166518A (ja) 1990-10-26 1992-06-12 Shigeki Nagase 鉄筋コンクリート基礎施工方法及び工場組立鉄筋
DE19520082A1 (de) * 1995-06-01 1996-12-05 Norbert Bittscheidt Verlorene Schalung
US5611183A (en) * 1995-06-07 1997-03-18 Kim; Chin T. Wall form structure and methods for their manufacture
DE19609496A1 (de) * 1996-03-11 1997-09-18 Meyer Bau Gmbh & Co Kg Fundamentfertigteil
US5802793A (en) * 1996-11-14 1998-09-08 Devore, Jr.; Walter Don Precast modular keyed building system
US5887401A (en) * 1997-07-24 1999-03-30 Eco-Block Llc Concrete form system
DE19808509C1 (de) * 1998-02-27 1999-08-19 Beutelrock Verfahren zum Herstellen eines zweischaligen Wandfertigteiles
US6167671B1 (en) * 1998-12-21 2001-01-02 Steven D. Wilson Prefabricated concrete wall form system
US6070380A (en) * 1999-01-28 2000-06-06 Meilleur; Serge Concrete wall formwork module

Also Published As

Publication number Publication date
DE19941603A1 (de) 2001-03-29
DE50010181D1 (de) 2005-06-02
DE19941603C2 (de) 2003-02-20
WO2001016441A1 (fr) 2001-03-08
ATE294290T1 (de) 2005-05-15
US7073300B1 (en) 2006-07-11
EP1210485A1 (fr) 2002-06-05

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