EP1431468A1 - Section du bâtiment avec des éléments de double parois et procédé de construction - Google Patents

Section du bâtiment avec des éléments de double parois et procédé de construction Download PDF

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Publication number
EP1431468A1
EP1431468A1 EP02027887A EP02027887A EP1431468A1 EP 1431468 A1 EP1431468 A1 EP 1431468A1 EP 02027887 A EP02027887 A EP 02027887A EP 02027887 A EP02027887 A EP 02027887A EP 1431468 A1 EP1431468 A1 EP 1431468A1
Authority
EP
European Patent Office
Prior art keywords
segment
segments
base plate
floor
side wall
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
Application number
EP02027887A
Other languages
German (de)
English (en)
Other versions
EP1431468B1 (fr
Inventor
Joachim Glatthaar
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.)
Glatthaar-Fertigkellerbau GmbH
Original Assignee
Glatthaar-Fertigkellerbau GmbH
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Publication date
Application filed by Glatthaar-Fertigkellerbau GmbH filed Critical Glatthaar-Fertigkellerbau GmbH
Publication of EP1431468A1 publication Critical patent/EP1431468A1/fr
Application granted granted Critical
Publication of EP1431468B1 publication Critical patent/EP1431468B1/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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts

Definitions

  • the present invention relates to a building floor part with a base plate and at least one sidewall segment made of one with concrete poured double wall element, which on the edge of the base plate this is put on.
  • the invention also relates to a building floor several such building storey parts and a method for manufacturing of a building floor.
  • the usual way of building floors, especially in the case of basements made of prefabricated parts that are assembled at the construction site is to close the bottom plate in a conventional manner Concrete and pre-made after the floor slab has hardened To put wall elements on this.
  • Usually economic Aspects, especially for basement construction is a combination of Precast concrete slabs and in-situ concrete for the walls are increasing applied.
  • the double wall, as a hollow wall or triple wall offers called, good conditions.
  • the terms with the same function as Double wall, cavity wall or triple wall stand for a construction in which two thin prefabricated panels by lattice girders to a double element in the factory be connected with remaining space. After setting up the Double wall elements on the previously locally cast base plate (Sole plate) the space on the construction site is filled with in-situ concrete.
  • the triple wall created in this way has the cross section of precast panels and In-situ concrete combined statically.
  • a disadvantage of all the previously known systems with the combination of Double wall elements and in-situ concrete is made of waterproof concrete, and that the floor slab and the walls are not concreted in one operation can.
  • the concreting joint remains between the floor slab and the walls exist as an absolute weak point, which requires additional seals. At the same time, this creates higher constraints with one higher reinforcement requirements.
  • the present invention is therefore based on the object of one possibility to propose, in which within one day the floor slab together with the Walls and possibly also ceilings can be made, but additionally none Concrete joint is created as a weak point.
  • the base plate is made of at least one Base plate segment designed as a double wall element and the Space in the double walls of the floor slab segment and one or several sidewall segments are filled with concrete throughout.
  • the Base plate at least with the walls, and if desired, also with the Blankets are made. Such parts of building floors and building floors for cellar rooms can be manufactured very inexpensively.
  • Double wall elements can be used. Because basically the Base plate made up of one or more base plate segments and the individual Wall surfaces also from one side wall segment or more Sidewall segments can exist in the following for simplification the singular used.
  • the double wall elements are of the base plate segment and the side wall segment from one first larger plate for the outside of the floor and a smaller one Plate made for the inside of the floor. Furthermore, they are in the dimensions matched so that the larger plate of the respective side wall segment on the larger plate of the Base plate segment and the smaller plate of each Sidewall segment stands on the smaller plate of the base plate segment. This creates the gaps between the prefabricated panels of each Double wall elements connected to each other in order to be combined with Concrete to be filled.
  • the floor of the floor can consist of several such base plate segments be made. According to a further training at the joint between the base plate segments in the space in the double wall element covered. These joints are easily accessible because of the construction-related area a free space through the above-mentioned smaller plate of the Double wall element is created.
  • the seal here, as well as at the joint in the outer area between the wall segment and the base plate segment, is done by a hot glued bitumen membrane. Subsequently, in reinforcement (connection reinforcement) is attached to this area and then poured out with concrete.
  • the Floor ceiling can be made.
  • the one for holding the floor ceiling necessary supports can be used through the use of double wall elements also for the floor slab area, without prior concreting be used.
  • the floor slab are also advantageous the usual and well-known prefabricated ceiling panels with prepared reinforcement used and placed on the double wall elements of the wall segments so that the space between the double walls is not covered. Then can do the same in a concreting process with appropriate concrete pumps Side walls, the floor slab and the ceiling are concreted so that the entire basement has a continuously connected concrete core. This contributes to the particular stability and cost-effective production.
  • the production of a building floor takes place at least one base plate segment, several side wall segments and at least one ceiling segment, with the bottom wall segments and the Sidewall segments as double wall elements with different sizes Wall panels and the ceiling elements are designed as prefabricated panels, such as described below. It is assumed that the surface for the Base plate is prepared in the usual and known manner.
  • the underground points expediently a gravel filter and a lean concrete layer.
  • the side walls with the larger wall plate facing out onto the or the base plate segments set up in such a way that the smaller wall plates and the larger wall panels are assigned to each other and the space connected between the base plate segments and the wall segments becomes.
  • the ceiling segments are placed on the wall segments without that the space between the double wall elements and the Sidewall segments is closed. This is followed by Pour the base plate segments and the surface of the Ceiling segments essentially at the same time as a waterproof one Concrete, for example waterproof concrete.
  • the concrete in the floor slab segments is specially designed for this provided openings compressed.
  • Figure 1 shows two base plate segments 1, 2 and one on the left Base plate segment 2 set up side wall segment 3. Such segments usually have a maximum width of 3 m and a length of 7 - 8 m each after request.
  • the invention is exemplary in connection explained with the segments 1 - 3 shown.
  • a complete floor of course consists of several side wall segments 3 and can also have a multiplicity of base plate segments 1, 2.
  • All segments 1 - 3 are designed and exist as double wall elements from a larger outer prefabricated panel 4 and an inner smaller one Prefabricated panel 5. These are connected to each other via a lattice reinforcement 6.
  • the dimensions of the base plate segments 1, 2 and the side wall segments 3 with regard to the thickness can be according to the requirements be adjusted. When made in the factory, the size is the smaller Prefabricated panel 5 at the base plate segments 1, 2 to the thickness of the Side wall elements 3 and vice versa.
  • the side wall segments 3 are so on the Base plate segment 1 placed that the precast plate 4 of the side wall segment 3 on the precast plate 4 of the base plate segment and the Prefabricated panel 5 of the side wall segment 3 on the prefabricated panel 5 of the Floor plate segment 1 stands.
  • a connecting reinforcement 7 can be introduced as a corner connection.
  • the prefabricated panel 5 of the floor panel segments 1, 2 has openings 8 which in the figure are schematic and not indicated to scale. These openings serve to feed the in-situ concrete and the subsequent shaking and Compacting the concrete. After completion, these openings 8 locked.
  • bitumen sheet 10 By placing the two base plate segments 1, 2 together above the joint 9 between the two outer panels 4 of the two base plate segments 1, 2, a space through which the joint a bitumen sheet 10 can be applied hot glued to the passage to prevent moisture or water at this point.
  • a corresponding Bitumen sheet 12 is also at the joint 11 between the prefabricated panel 4 of the Sidewall segment 3 and the precast plate 4 of the base plate segment 1 arranged hot glued.
  • Figure 2 shows a part of a concrete already poured Projectile with the segments 1 - 3 already explained in FIG. 1.
  • a load-bearing inner wall 16 which is exemplary here is also made of concrete. This supports the floor ceiling 17, the also consists of a precast plate provided with a reinforcement 18 and was concreted in when the space was poured. So that will one floor with a complete, continuous concrete core composite manufactured that has no joints that need to be specially revised.
  • the prefabricated panel 19 of the floor ceiling 17 is located on a second sidewall segment.
  • the support can be used without a previous concreting is required by corresponding yourself on the Precast plate 5 of the respective base plate segment 1 does not support shown building supports.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Panels For Use In Building Construction (AREA)
  • Building Environments (AREA)
  • Finish Polishing, Edge Sharpening, And Grinding By Specific Grinding Devices (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Finishing Walls (AREA)
EP02027887A 2002-12-12 2003-01-01 Section du bâtiment avec des éléments de double parois et procédé de construction Expired - Lifetime EP1431468B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20219324U 2002-12-12
DE20219324U DE20219324U1 (de) 2002-12-12 2002-12-12 Gebäudegeschoss

Publications (2)

Publication Number Publication Date
EP1431468A1 true EP1431468A1 (fr) 2004-06-23
EP1431468B1 EP1431468B1 (fr) 2004-08-11

Family

ID=7977938

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02027887A Expired - Lifetime EP1431468B1 (fr) 2002-12-12 2003-01-01 Section du bâtiment avec des éléments de double parois et procédé de construction

Country Status (4)

Country Link
EP (1) EP1431468B1 (fr)
AT (1) ATE273421T1 (fr)
DE (2) DE20219324U1 (fr)
HK (1) HK1066038A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113027023A (zh) * 2021-04-02 2021-06-25 袁国强 一种装配式叠合楼板及该叠合楼板的施工方法

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1457609B1 (fr) * 2003-03-13 2005-06-29 Glatthaar Fertigkeller GmbH Plancher pour un bâtiment
EP1482098B1 (fr) * 2003-05-26 2008-01-09 Glatthaar Fertigkeller GmbH Cave imperméable à l'eau et son procédé de construction
WO2008098668A2 (fr) * 2007-02-10 2008-08-21 Gerhard Maier Élément de construction à coffrage intérieur
DE102007011557A1 (de) * 2007-02-27 2008-09-04 Jens Döring Vollgeschoßgebäude mit großen, flachen, freitragenden Gewölbe aus filigranen Stahlbetonfertigteilelementen, zu einem gesamt geschlossenen, homogenen und dichten Baukörper
IT1400889B1 (it) * 2010-07-08 2013-07-02 Fornace Calandra S R L Procedimento per realizzare una bilastra con fondazione.

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3399505A (en) * 1965-03-24 1968-09-03 Comment Paul Process of constructing a building
DE1909204A1 (de) * 1968-02-26 1969-11-27 Rudolf Polan Mantel-Bauweise
FR2021979A1 (fr) * 1968-10-31 1970-07-24 Gualandi Sergio
FR2467923A2 (fr) * 1971-11-15 1981-04-30 Olle Jean Louis Procede de construction a l'aide de panneaux prefabriques et construction ainsi realisee
DE19521262A1 (de) * 1995-06-10 1996-12-12 Christa Gmbh & Co Kg Bauplatte
DE29805829U1 (de) * 1998-03-31 1998-07-09 Degen Paul Wärmegedämmtes, hohlwandiges Bauteil
EP1046758A1 (fr) * 1999-04-19 2000-10-25 Rolf Bless Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3399505A (en) * 1965-03-24 1968-09-03 Comment Paul Process of constructing a building
DE1909204A1 (de) * 1968-02-26 1969-11-27 Rudolf Polan Mantel-Bauweise
FR2021979A1 (fr) * 1968-10-31 1970-07-24 Gualandi Sergio
FR2467923A2 (fr) * 1971-11-15 1981-04-30 Olle Jean Louis Procede de construction a l'aide de panneaux prefabriques et construction ainsi realisee
DE19521262A1 (de) * 1995-06-10 1996-12-12 Christa Gmbh & Co Kg Bauplatte
DE29805829U1 (de) * 1998-03-31 1998-07-09 Degen Paul Wärmegedämmtes, hohlwandiges Bauteil
EP1046758A1 (fr) * 1999-04-19 2000-10-25 Rolf Bless Procédé de construction d'une plaque en béton et du coffrage d'un mur, élément de coffrage préfabriqué

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113027023A (zh) * 2021-04-02 2021-06-25 袁国强 一种装配式叠合楼板及该叠合楼板的施工方法

Also Published As

Publication number Publication date
ATE273421T1 (de) 2004-08-15
HK1066038A1 (en) 2005-03-11
DE50300052D1 (de) 2004-09-16
DE20219324U1 (de) 2003-03-06
EP1431468B1 (fr) 2004-08-11

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