DE2254174A1 - RIBBED CONCRETE SLABS AS LARGE-FORMAT WALL COMPONENTS - Google Patents

RIBBED CONCRETE SLABS AS LARGE-FORMAT WALL COMPONENTS

Info

Publication number
DE2254174A1
DE2254174A1 DE19722254174 DE2254174A DE2254174A1 DE 2254174 A1 DE2254174 A1 DE 2254174A1 DE 19722254174 DE19722254174 DE 19722254174 DE 2254174 A DE2254174 A DE 2254174A DE 2254174 A1 DE2254174 A1 DE 2254174A1
Authority
DE
Germany
Prior art keywords
concrete slabs
ribs
ribbed
format
ribbed 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.)
Pending
Application number
DE19722254174
Other languages
German (de)
Inventor
Kurt Dipl Ing Wittstock
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
Priority to DE19722254174 priority Critical patent/DE2254174A1/en
Publication of DE2254174A1 publication Critical patent/DE2254174A1/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • E04C2/38—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 with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/382—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 with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance

Description

Patentschrift Betonrippenplatten als großformatige Wandbauteile Die Nachteile der bekannten Massiv-Fertigteilwandverfahren liegen eines= teils im hohen Gewicht,bedingt durch Sompaktheit,und der Verbindung durch Ortbeton,andernteils in den wenig günstigen Ausbaumöglichkeiten, was zu in mancher Einsicht ungünstigen,vorinstallierten Großformatplat= ten führtOPertigteilwände in Holzbauweise benötigen ein massives Kellern geschoß,sind auf kaum mehr als 2 Vollgeschosse beschränkt,haben Nachtei= le hinsichtlich einer wetterbeständigen Aussenhaut und zum gr.T.auch die Ausbaunachteile der bekannten Massivbauweise.Die Betonrippenplatte vermeidet diese Nachteile beim Wandbau zum grosaen Teil und dürfte im Verein mit ihren geringen Gestehungskosten auch die Ziegel-und Hohlblock= bauweise zum ersten Mal unterbietenO Hierbei werden gemäß der Prinzipzeichnnung bewehrte,geschoßhohe,großfor= matige Betonrippenplatten in 3 120 - B 600,Mindestwandungsdicke 5 cm gemäß den vorläufigen Richtlinien f.großformatige Wandbauteile,durch Verschraubung der Endrippen zweier benachbarter Rippenplatten in Trocken= montage verbunden,wobei Gebäude ecken in 45 0-Cehrung verschraubt oder spreizverdübelt hergestellt werden können.In den Wandnischen der Rippen= platten kann durch vorangeordnete Löcher der Rippen der Innenausbau ins= besondere Verlegung der Versorgungsleitungen sehr schnell und kosten= sparend erfolgen.Danach erfolgt die Montage der wärmeisolierenden ca 5 cm dicken Wandplatten zOBOauf in die Rippen verlegten Holzleisten0 Schattierungen und Schwitzwasserb@ildung an den Innenwandplatten ist durch deren große Wärmeisolation nicht zu befürchten.Die Massivdecken können auf Kopfbalken der Wandrippenplatten innerhalb der Nischen ver= schraubt aufgelegt werden0 Die Dicke der Rippen und der Druckplatte richte sich nach den statischen Erfordernissen, ebenso die Bewehrung, Die Betonrippenplatten können auf einer Fertigungsbahn oder auch in Stapelfertigung mit wiedergewonnerer oder verlorener Schalung herge= stellt werden,wobei als besonders günstiges Moment die Herstellung ei= ner wetterbeständigen,architektonisch einwandfreien Aussenhaut einbegrif= fen ist,und durch die Trockenmontage ein späteres Anrüsten vermieden weiden kannePatent specification ribbed concrete slabs as large-format wall components Die Disadvantages of the known solid prefabricated wall methods are partly in the high Weight, due to compactness, and the connection with in-situ concrete, on the other hand in the less favorable expansion options, which in some ways lead to unfavorable, preinstalled Prefabricated walls in wood construction require a solid one Cellars, are limited to barely more than two full floors, have a nightmare le with regard to a weather-resistant outer skin and, to a large extent, also the construction disadvantages the well-known solid construction. The ribbed concrete slab avoids these disadvantages Wall construction for the most part and should be combined with their low prime costs also the brick and hollow block construction method for the first time to be undercut according to the principle drawing reinforced, storey-high, large-format ribbed concrete slabs in 3 120 - B 600, minimum wall thickness 5 cm in accordance with the preliminary guidelines for large-format Wall components, by screwing the end ribs of two adjacent rib plates Connected in dry = assembly, with building corners screwed at 45 ° or Can be made with expansion dowels in the wall niches of the rib panels the interior work can be done through pre-arranged holes in the ribs, in particular laying of the supply lines can be carried out very quickly and cost-effectively the installation of the heat-insulating 5 cm thick wall panels zOBO on the ribs laid wooden strips0 shading and condensation water formation on the inner wall panels is not to be feared due to their great thermal insulation screwed onto the head beams of the ribbed wall panels within the niches be0 The thickness of the ribs and the pressure plate are based on the static Requirements, as well as the reinforcement, the ribbed concrete slabs can be on a production line or in batch production with reclaimed or lost formwork are provided, whereby the production of a weather-resistant, architectural one is a particularly favorable moment flawless outer skin is included, and a later due to the dry assembly Avoiding preparation

Claims (1)

Patentansprüche Betonrippenplatten,vorgefertigt mit 5 cm Mindestwandungsdicke, 1 @gekennzeichnet durch Verwendung als großformatige,geschoßhohe Gebäude= aussen und-innenwandplatten,deren senkrechte,ca 50 cm iOLOvon einander entfarnte Rippen verbunden mit aussen lieganden Druckplatte die stati= s@@e Funktion der Rippenplatte erfüllt,während der Anschluß an die Nach= barplatte durcn Querverschraubung der beiden dicht zusammenliegenden Au= ßenrippen durch vorangeordnete Löcher erfolgt,und Geschoßdecken belie= biger Systeme auf Kopfbalken in den Nischen der Rippenplatten verschraubt aufgelegt werden können, 2)gekennzeichnet durch Innenmontage von wärmeisolierenden Wandplatten auf den Rippen nach dem durch diese Bauweise sehr erleichterten Verlegen der Versorgungsleitungen und des Innenausbaus. Patent claims ribbed concrete slabs, prefabricated with a minimum wall thickness of 5 cm, 1 @ characterized by its use as a large-format, storey-high building = outside and interior wall panels, their vertical, approx. 50 cm iOLO from each other stripped Ribs connected to the external pressure plate the stati = s @@ e function of the rib plate fulfilled, while the connection to the neighboring plate by transverse screwing of the two closely spaced outer ribs through pre-arranged holes, and Floor ceilings of any system on head beams in the niches of the ribbed plates can be screwed on, 2) characterized by internal assembly of heat-insulating Wall panels on the ribs after laying, which is made very easy by this construction method the supply lines and the interior work.
DE19722254174 1972-11-02 1972-11-02 RIBBED CONCRETE SLABS AS LARGE-FORMAT WALL COMPONENTS Pending DE2254174A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19722254174 DE2254174A1 (en) 1972-11-02 1972-11-02 RIBBED CONCRETE SLABS AS LARGE-FORMAT WALL COMPONENTS

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19722254174 DE2254174A1 (en) 1972-11-02 1972-11-02 RIBBED CONCRETE SLABS AS LARGE-FORMAT WALL COMPONENTS

Publications (1)

Publication Number Publication Date
DE2254174A1 true DE2254174A1 (en) 1974-05-16

Family

ID=5860903

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19722254174 Pending DE2254174A1 (en) 1972-11-02 1972-11-02 RIBBED CONCRETE SLABS AS LARGE-FORMAT WALL COMPONENTS

Country Status (1)

Country Link
DE (1) DE2254174A1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1984001976A1 (en) * 1982-11-12 1984-05-24 Albert Bruno Rapp One storey-high prefabricated panel
WO2000077317A1 (en) * 1999-06-09 2000-12-21 Brentmuir Developments (1993) Limited Concrete panel construction system
US6698150B1 (en) 1998-06-09 2004-03-02 Brentmuir Developments (1993) Limited Concrete panel construction system
US7828544B2 (en) 2004-11-26 2010-11-09 Brentmuir Developments (1993) Limited Concrete panel construction system and method of making panels
US9399867B2 (en) 2009-04-07 2016-07-26 Millwick Acquisition Corp. Concrete panel corner connection

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1984001976A1 (en) * 1982-11-12 1984-05-24 Albert Bruno Rapp One storey-high prefabricated panel
US6698150B1 (en) 1998-06-09 2004-03-02 Brentmuir Developments (1993) Limited Concrete panel construction system
US7017316B2 (en) 1998-06-09 2006-03-28 Brentmuir Developments (1993) Limited Concrete panel construction system
US7523591B2 (en) 1998-06-09 2009-04-28 Brentmuir Developments ( 1993) Limited Concrete panel construction system
US7958687B2 (en) 1998-06-09 2011-06-14 Brentmuir Developments (1993) Limited Concrete panel construction system
WO2000077317A1 (en) * 1999-06-09 2000-12-21 Brentmuir Developments (1993) Limited Concrete panel construction system
US7828544B2 (en) 2004-11-26 2010-11-09 Brentmuir Developments (1993) Limited Concrete panel construction system and method of making panels
US9399867B2 (en) 2009-04-07 2016-07-26 Millwick Acquisition Corp. Concrete panel corner connection

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