EP0456664A1 - Element de construction pour batiments, parties de batiments ou similaires - Google Patents

Element de construction pour batiments, parties de batiments ou similaires

Info

Publication number
EP0456664A1
EP0456664A1 EP90902139A EP90902139A EP0456664A1 EP 0456664 A1 EP0456664 A1 EP 0456664A1 EP 90902139 A EP90902139 A EP 90902139A EP 90902139 A EP90902139 A EP 90902139A EP 0456664 A1 EP0456664 A1 EP 0456664A1
Authority
EP
European Patent Office
Prior art keywords
reinforcement
panel
component according
plate
embedded
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.)
Pending
Application number
EP90902139A
Other languages
German (de)
English (en)
Inventor
Paul Reichartz
Dimitris Papanikolaou
Heinz Döhmen
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.)
Ibs Gesellschaft fur Integriertes Bauen Mbh
Original Assignee
Ibs Gesellschaft fur Integriertes Bauen Mbh
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
Priority claimed from DE19893902793 external-priority patent/DE3902793A1/de
Application filed by Ibs Gesellschaft fur Integriertes Bauen Mbh filed Critical Ibs Gesellschaft fur Integriertes Bauen Mbh
Publication of EP0456664A1 publication Critical patent/EP0456664A1/fr
Pending legal-status Critical Current

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
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • 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
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement

Definitions

  • the invention relates to a structural element for constructing buildings, parts of buildings or the like, with at least one slab which is horizontal in the position of use and is provided with reinforcement and with supporting elements which are provided in the corner regions of the slab and run transversely to the plane of the slab.
  • the invention is essentially based on the object of designing a component of the type mentioned in such a way that even with relatively large dimensions of the panel no sagging occurs which is relevant in practice, so that no beams or the like are required.
  • a further sub-task is to design the component in such a way that lines of any type can be accommodated or arranged inexpensively and without any problems.
  • the invention provides that the reinforcement is designed as a three-dimensional structure and at least the partial area of the reinforcement facing the upper side of the panel in the position of use is embedded in an upper embedding area extending over the plane of the panel.
  • the plate Due to the embedding area, which is preferably made of concrete, the plate has a continuously closed surface.
  • the space in the slab below the upper embedding area which is only interrupted by the three-dimensional structure, can be used to accommodate any type of horizontally running lines. After the supply lines have been introduced, this space can be closed off at the bottom by means of panel-shaped cladding elements lying against the underside of the space structure.
  • the partial area of the reinforcement that faces the underside of the panel when in use is also embedded in a lower embedding area that extends over the plane of the panel, so that in the panel between the upper and lower embedding area there is an essentially continuous cavity is formed.
  • This The cavity is available for guiding or accommodating lines, including heating lines, for example.
  • the component Due to the fact that the reinforcement is embedded only in an upper and possibly a lower embedding area made of concrete or the like, the component has a low weight, which has a particularly favorable effect on transport and assembly.
  • the reinforcement designed as a three-dimensional structure is designed in the form of a girder grid made of lattice girders with non-positively connected, preferably welded crossing points. It is advantageous here that such a three-dimensional structure can be produced without great effort from partial elements which are on the market as series products. As a result, the three-dimensional structure can be created inexpensively.
  • the reinforcement in the corner areas of the plate is connected to stiffening shoes with several web plates provided in a head and a foot plate, and in the stiffening shoes at least one to the inner area of the reinforcement and to the corner open channel is provided.
  • the stiffening shoes are embedded at the plate corners in the upper and possibly the lower embedding area.
  • the support elements running transversely to the plane of the plate can be fastened or are fastened to the head plate or the base plate by means of suitable devices, for example screw bolts.
  • the forces - for example the weight of a building constructed from structural elements according to the invention - are absorbed by the stiffening shoes and carried on to the lowest structural element via the supporting elements arranged underneath.
  • the at least one channel provided in the stiffening shoe serves to establish a connection between the cavity in the plane of the panel or the interior of the panel and the corner area.
  • the component has recesses in each of the corners.
  • the recesses are designed, for example, as bevels in the corners of the plate.
  • the support elements also have recesses which are continuous in the longitudinal direction, preferably designed as bevels, on their outer regions facing the corners.
  • the recesses between the supporting elements and panel corners result in a vertically running channel, which opens into the cavities in the panels in the area of the respective panels, so that vertical Channels and associated horizontal voids are present.
  • These vertical channels and horizontal cavities can be used to house ducts that are not visible from either the outside or the inside of the building. Lines are understood not only as supply lines, but can also be, for example, underfloor heating, parts of an air conditioning system or the like.
  • the reinforcement has edge ribs running along the plate edges and crossing diagonal ribs.
  • This crosswise reinforcement with edge stiffening results in a considerable reduction in the cost of materials and a high degree of bending resistance of the component.
  • the edge ribs and the diagonal ribs have lattice girders embedded in concrete or the like, and the lattice girders at the crossing points of the diagonal ribs and at the connection points with stiffening shoes provided in the corner areas of the plate by embedding the crossing points and the connection points in concrete or the like are firmly connected to one another or to the stiffening shoes.
  • the stiffening shoes expediently have hook-like attachment devices for attaching bracket-like end pieces of the lattice girders.
  • 1 shows a schematic representation of a number of components arranged next to one another and one above the other; 2 shows a plan view of an exemplary embodiment of a component;
  • Fig. 3 shows a section along the line III-III in Fig.
  • FIG. 4 shows a section along the line IV--IV in FIG. 3, the support elements not being shown for the sake of clarity;
  • Fig. 5 shows a sectional view according to the line
  • FIG. 6 shows a representation corresponding to FIG. 5 for a further embodiment in which the three-dimensional structure forming the reinforcement is embedded only in an upper embedding area;
  • FIG. 7 shows a schematic plan view of four components arranged next to one another
  • Fig. 8 shows the central area of the illustration in Fig.
  • FIG. 9 is a partial view of FIG. 8 corresponding to FIG.
  • FIG. 10 is a schematic perspective view of a stiffening shoe
  • FIG. 11 shows a schematic perspective view of the stiffening shoe according to FIG. 10, divided into an upper and a lower embedding area embedded in the disk
  • FIG. 13 shows a schematic sectional view approximately along the line XIII-XIII in FIG. 12, but the stiffening shoes in the corner areas are not shown;
  • Fig.14 is a schematic plan view of the through
  • Fig. 1 several components 1 and 2 are arranged side by side and one above the other.
  • the components 1 each have an (upper) plate 3 and support elements 4 running transversely to the plane of the plate.
  • the components 2 also have a lower plate 5 .
  • Fig. 2 shows the top view of one of the plates 3.
  • the corners of the plate are provided with bevels 6.
  • the plate 3 has an inner reinforcement 7, which is designed as a three-dimensional structure in the form of a girder grid made of lattice girders with welded crossing points.
  • the reinforcement designed as a three-dimensional structure, is embedded in its partial area facing the upper side of the panel in an upper embedding area 8 made of concrete and extending over the plane of the panel gets.
  • the partial area of the reinforcement 7 facing the underside of the panel in the position of use is embedded in a lower embedding area 9 made of concrete and extending over the plane of the panel.
  • a cavity 10 which extends in the plane of the plate and is designed to be continuous apart from the reinforcement.
  • the support elements 4 are not shown in FIGS. 3 and 4 .
  • the components 1 and 2 differ in that in the components 1 only one (upper) plate 3 is provided with it downwardly extending support elements 4, while in the components 2 at the lower end of the supports 4 still a plate 5 is attached, the structure of which is that of the plate
  • the component shown in FIG. 6 and denoted overall by 2a differs from the component 2 according to FIG.
  • the downwardly open space 10a can od as the space 10 for receiving horizontal lines. serve.
  • the absence of the lower embedding area 9 proves to be particularly advantageous for the assembly of the lines.
  • the open underside of the space 10a can easily be closed by cover plates or the like after the lines have been installed.
  • the plates 3 of the components 1 only have an upper embedding area 8 .
  • stiffening shoes 11 are embedded, which are shown in Fig. 10 on an enlarged scale.
  • channels 12 are formed in adjacent building elements, as shown in Fig. 7 and Fig. 1g. 8 visible. It should also be mentioned that the support elements 4 also have bevels at their corners. As a result, the channels 12 are continuous in the vertical direction and can accommodate vertically running lines or the like.
  • the stiffening shoes 11 each have a top plate 13 and a base plate 14 which are connected to one another via web plates 15, 16, 17, 18, 19 and 20.
  • a continuous channel 21 is thereby formed between the web plates 17 and 18 and the top plate 13 and the base plate 14 .
  • the cavity 10, which is horizontal in the position of use, or the space 10a, and the vertical channels 12 are connected to one another.
  • Fig. 10 no fastening devices for the support elements 4 are shown on the stiffening shoes 11 for better clarity.
  • the stiffening shoes 11 are embedded in the upper embedding area 8 and the lower embedding area 9 of a plate 3, respectively.
  • the reinforcement designed as a three-dimensional structure is not shown in FIG. 11, but it is indicated schematically that a support element 4 is connected at the bottom.
  • Fastening elements for the support element 4 are not shown in FIG. 11 either.
  • 9 schematically shows the connection of support elements 4 pointing upwards and downwards to the corner regions of a panel 3.
  • a stiffening shoe 11 is embedded in the corner region of the panel 3.
  • the upper embedding area 8 and the lower embedding area 9 each have conical recesses 22 which open into openings in the top plate 13 and the base plate 14 . These openings are traversed by bolts 23 which are firmly embedded in the end faces of the support elements 4 .
  • the ends of the screw bolts 23 which protrude into the interior of the stiffening shoes 11 are also screwed onto nuts (not shown) for fastening.
  • a component designated as a whole by 101 in FIGS. 12 and 13 has a plate 102 which is arranged horizontally in the position of use. Supporting elements running transversely to the plane of the panel are provided in the corner regions of the panel. The support elements are shown schematically in FIG. 13 and are denoted by 103, 104 and 105 there. The component has recesses designed as bevels 106 to 109 at the corners.
  • Plate 102 has an upper bedding area
  • Embedding areas 110 and 111 are made of concrete or the like.
  • the plate is also provided with a reinforcement.
  • This reinforcement has edge ribs 113, 114, 115 and 116 running along the edges of the plate and diagonal ribs 117 and 118 crossing one another.
  • Lattice girders are embedded in the ribs 113 to 118 and have bracket-like end pieces 119 to 130 running approximately horizontally at least at the ends in the position of use. For the rest, the Git termay on known grid 131 (see. Fig. 13).
  • the crossing point of the lattice girders of the diagonal ribs 117 and 118 is denoted by 132 .
  • the lattice girders are respectively embedded in concrete, thus forming the edge ribs 113, 114, 115 and 116 and the diagonal ribs 117 and 118.
  • the edge ribs and the diagonal ribs are connected to the upper embedment area 110 and the lower embedment area 111, and although the fact that this connection is made during production by pouring and compacting the concrete.
  • the component has stiffening shoes 133, 134, 135 and 136 made of metal.
  • FIG. 14 shows the top right corner shown in FIG. 12 with the stiffening shoe 133 which has the bevel 106 .
  • the stiffening shoes located at the corners are screwed to angle profiles 137 and 138 with corresponding angle profiles of adjacent stiffening shoes of adjacent components.
  • the screws are indicated schematically at 139 and 140 in FIG.
  • the stiffening shoes also each have a head plate (not shown in FIG. 14) that is approximately horizontal in the position of use and a foot plate 141 .
  • the top and bottom plates have openings 142, 143, 144 and 145, respectively, for attachment of one of the support members 103, 104, 105.
  • the stiffening shoes have attachment devices for attaching the bracket-like end pieces of the edge ribs of the diagonal ribs.
  • FIG. 14 the bracket-like end pieces 120 and 121 of the edge ribs 113 and 114 and the bracket-like end piece 128 of the diagonal rib 118 are shown schematically.
  • the bracket-like end pieces 120 and 121 or 118 are suspended in suspension devices 146, 147 and 148 of the stiffening shoe 133.
  • the hanging areas are then in the manufacture of the component 101 embedded in concrete, so that in this way a solid connection was achieved.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Building Environments (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Bridges Or Land Bridges (AREA)
  • Finishing Walls (AREA)
  • Paints Or Removers (AREA)
  • Dowels (AREA)
  • Floor Finish (AREA)
  • Medicines That Contain Protein Lipid Enzymes And Other Medicines (AREA)
  • Medicines Containing Plant Substances (AREA)
  • Silicates, Zeolites, And Molecular Sieves (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

Un élément de construction pour bâtiments, parties de bâtiments ou similaires comprend au moins un panneau (3) horizontal dans la position d'utilisation, pourvu d'une armature, et des éléments de support (4) transversaux au plan du panneau, agencés aux coins de celui-ci. L'armature est une structure porteuse à trois dimensions et l'intérieur du panneau est entièrement creux, à l'exception des espaces occupés par l'armature. Au moins la partie de l'armature qui fait face au côté supérieur du panneau dans sa position d'utilisation est encastrée dans une zone supérieure d'encastrement, de préférence en béton. L'armature comprend des nervures qui s'étendent dans le sens de la longueur des bords du panneau et des nervures diagonales qui s'entrecroisent. Des poutres en treillis encastrées dans les nervures sont suspendues par leurs extrémités sur des coussinets de raidissement. Les zones de suspension sont encastrées dans du béton ou similaire.
EP90902139A 1989-01-31 1990-01-29 Element de construction pour batiments, parties de batiments ou similaires Pending EP0456664A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
DE3902793 1989-01-31
DE19893902793 DE3902793A1 (de) 1989-01-31 1989-01-31 Bauelement zur erstellung von gebaeuden, gebaeudeteilen od. dgl.
DE3915711 1989-05-13
DE3915711A DE3915711A1 (de) 1989-01-31 1989-05-13 Bauelement zur erstellung von gebaeuden, gebaeudeteilen od.dgl.

Publications (1)

Publication Number Publication Date
EP0456664A1 true EP0456664A1 (fr) 1991-11-21

Family

ID=25877279

Family Applications (2)

Application Number Title Priority Date Filing Date
EP90710002A Expired - Lifetime EP0385923B1 (fr) 1989-01-31 1990-01-29 Elément de construction pour la construction de bâtiments, parties de bâtiments ou similaire
EP90902139A Pending EP0456664A1 (fr) 1989-01-31 1990-01-29 Element de construction pour batiments, parties de batiments ou similaires

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP90710002A Expired - Lifetime EP0385923B1 (fr) 1989-01-31 1990-01-29 Elément de construction pour la construction de bâtiments, parties de bâtiments ou similaire

Country Status (18)

Country Link
US (1) US5174081A (fr)
EP (2) EP0385923B1 (fr)
JP (1) JP2731293B2 (fr)
CN (1) CN1024827C (fr)
AT (1) ATE81697T1 (fr)
AU (1) AU4949690A (fr)
BR (1) BR9007065A (fr)
CA (1) CA2045464A1 (fr)
DD (1) DD299444A5 (fr)
DE (2) DE3915711A1 (fr)
DK (1) DK0385923T3 (fr)
ES (1) ES2036105T3 (fr)
GR (1) GR3006860T3 (fr)
LV (1) LV10978B (fr)
RU (1) RU2040646C1 (fr)
SG (1) SG180294G (fr)
UA (1) UA12346A (fr)
WO (1) WO1990008866A1 (fr)

Families Citing this family (15)

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Publication number Priority date Publication date Assignee Title
DE9114329U1 (de) * 1991-11-16 1992-01-16 IBS Gesellschaft für integriertes Bauen mbH, 4050 Mönchengladbach Verbindungsteil zur Verbindung von Bauelementen
AU2184100A (en) * 1998-12-14 2000-07-03 Hexablock Inc. Building structures
GB0228173D0 (en) * 2002-12-03 2003-01-08 Window John Vertical alignment and levelling of modular building units
ATE502268T1 (de) * 2005-06-24 2011-04-15 Vkr Holding As Sonnenkollektor
US8353131B2 (en) * 2006-01-12 2013-01-15 Freet Patrick A Loq-kit building component system
US7543421B1 (en) * 2006-09-21 2009-06-09 Kelly Matthew M Methods of securing an installed concrete roof
TW201002920A (en) * 2008-07-01 2010-01-16 Taiwan Nano Technology Applic Corp A raised floor structure
KR101022975B1 (ko) * 2010-09-20 2011-03-22 유승협 실내외 전시행사를 위한 컨테이너형 시스템부스
CN104704177B (zh) * 2012-03-20 2017-02-22 J·马丁·洛夫利·汤普森 用作结构支撑物和实用空间的框架
AU2013289860A1 (en) * 2012-07-11 2015-02-12 1 Space Pty Ltd Modular buildings
FI127276B (en) * 2013-12-31 2018-02-28 Arkkitehtitoimisto Karin Krokfors Oy Vertical chimney element, frame structure and building
EP2966236A1 (fr) 2014-07-07 2016-01-13 Fundacíon Tecnalia Research & Innovation Dispositif de liaison avec joint sec pour colonne en beton armé préfabriquée
PL2993279T3 (pl) * 2014-09-03 2017-05-31 Halfen Gmbh Konstrukcja z elementem wzmacniającym wykonanym z betonu o wysokiej wytrzymałości, dla podwyższenia wytrzymałości na przebicie
CN105863067B (zh) * 2016-03-29 2017-12-15 北京工业大学 一种模块化低层装配式异形柱钢结构房屋体系
CN106368437A (zh) * 2016-10-26 2017-02-01 南宁众创空间科技有限公司 用简体房组建楼房的装配方法

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB925236A (en) * 1960-08-05 1963-05-01 Gerald Vanluven Roney Jr Structural building units
US3407560A (en) * 1965-10-21 1968-10-29 Hanns U. Baumann Expanded, trussed structural assemblance and method of assembly
CH442680A (fr) * 1966-06-21 1967-08-31 Pflug Leopold Construction rigide du type sandwich
US3780480A (en) * 1971-10-07 1973-12-25 Tac House Inc Building construction and method of same
DE2151750A1 (de) * 1971-10-18 1973-04-26 Horst Sassin Decke fuer gebaeude
AT362560B (de) * 1973-01-26 1981-05-25 Ast Ed Ing & Co Aus betonfertigteilen zusammengesetztes bauwerk
US3861093A (en) * 1973-04-24 1975-01-21 Steven Robinson Modular building construction
DE2427568A1 (de) * 1974-06-07 1975-12-18 Oskar Franz Bauelement zur erstellung mehrgeschossiger gebaeude in fertigzellenbauweise
GB1512643A (en) * 1974-06-21 1978-06-01 Passmore M Rigid structure
DE2438376A1 (de) * 1974-08-09 1976-02-19 Josef Rottmayr Fachwerkplatte, insbesondere fuer versorgungsintensive bauten, und form zu deren herstellung
US4330970A (en) * 1979-10-23 1982-05-25 Copreal S.A. Building structure and steel parts for same
US4343125A (en) * 1980-06-15 1982-08-10 Calvin Shubow Building block module and method of construction
GB2089392A (en) * 1980-12-12 1982-06-23 Redpath Dorman Long Ltd Removable Floor System

Also Published As

Publication number Publication date
LV10978B (en) 1996-04-20
DE59000365D1 (de) 1992-11-26
ES2036105T3 (es) 1993-05-01
GR3006860T3 (fr) 1993-06-30
DD299444A5 (de) 1992-04-16
EP0385923B1 (fr) 1992-10-21
CN1024827C (zh) 1994-06-01
JPH04503090A (ja) 1992-06-04
RU2040646C1 (ru) 1995-07-25
CA2045464A1 (fr) 1990-08-01
AU4949690A (en) 1990-08-24
UA12346A (uk) 1997-02-28
DK0385923T3 (da) 1993-03-08
EP0385923A1 (fr) 1990-09-05
US5174081A (en) 1992-12-29
ATE81697T1 (de) 1992-11-15
BR9007065A (pt) 1991-11-05
WO1990008866A1 (fr) 1990-08-09
LV10978A (lv) 1995-12-20
CN1046008A (zh) 1990-10-10
JP2731293B2 (ja) 1998-03-25
SG180294G (en) 1995-05-12
DE3915711A1 (de) 1990-11-15

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