DE894753C - Reinforced concrete beam ceiling to be produced without formwork with prestressed ceiling beams and floating floor slab made of reinforced concrete - Google Patents

Reinforced concrete beam ceiling to be produced without formwork with prestressed ceiling beams and floating floor slab made of reinforced concrete

Info

Publication number
DE894753C
DE894753C DES25619A DES0025619A DE894753C DE 894753 C DE894753 C DE 894753C DE S25619 A DES25619 A DE S25619A DE S0025619 A DES0025619 A DE S0025619A DE 894753 C DE894753 C DE 894753C
Authority
DE
Germany
Prior art keywords
ceiling
reinforced concrete
formwork
produced
prestressed
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
Application number
DES25619A
Other languages
German (de)
Inventor
Carl Dr-Ing Seelbach
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 DES25619A priority Critical patent/DE894753C/en
Application granted granted Critical
Publication of DE894753C publication Critical patent/DE894753C/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261Monolithic filling members
    • E04B5/263Monolithic filling members with a flat lower surface
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/261Monolithic filling members
    • E04B5/265Monolithic filling members with one or more hollow cores
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17Floor structures partly formed in situ
    • E04B5/23Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • E04B5/266Filling members covering the undersurface of the beams
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/18Separately-laid insulating layers; Other additional insulating measures; Floating floors

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)

Description

Ein Teil der neuen Stahlbetondeckenko:nstruktionen in Wohnräumen und zum Teil auch in Industriebauten hat die hochgestellten Erwartungen bezüglich Schall- und Wärmedämmung und der einfachen Herstellungsbauweise nur in seltenen Fällen erfüllt. Oft hat man den oberen Abschluß der Stahlbetondecken in kraftschlüssigen Zusammenhang mit den eingebauten Rippen gebracht und so den Schall über die Decken und Wände zu den angrenzenden Räumen geleitet, was als ein großer Übelstand empfunden wird. Bei vielen Konstruktionen hat .man jedoch eine gute Dämmwirkung dadurch zu erreichen versucht, daß man unter den tragenden Teilen ,der Decken und auch zwischen den Tragrippen Holzbeton einbaute. Man hat aber bei einzelnen bisher bekanntgewordenen Konstruktionen den Stahlbetonfußboden als Druckplatte ausgenutzt und mit :den Stegen der Betonrippen in kraftschlüssige Verbindung gebracht und so dem Schall eine direkte Brücke nach den angrenzenden Räumen gebaut. Bei einzelnen Konstruktionen, bei denen Holzbeton als D.ämmstoff verwandt wurde, war es. erforderlich, eine Einschalung vorzunehmen, sei es, um den Holzbeton aufbringen zu können, oder die Holzbetonblöcke, die man: zur Bildung der Lehren bei der Ausführung von Rippendecken verwandte, zu unterstützen. Es ist eher wünschenswert, eine Stahlbetondeckenkonstruktion auszuführen, welche -die vorbeschriebenen Mängel nicht aufweist, welche insbesondere eine D@ämmwirkung in bisher nicht gekannter Weise hat und einfach auszuführen ist.Part of the new reinforced concrete ceiling structures in living quarters and partly also in industrial buildings, the high expectations regarding noise and thermal insulation and the simple manufacturing method are only met in rare cases. Often one has the upper end of the reinforced concrete ceiling in a positive connection with the built-in ribs and so the sound over the ceilings and walls led to the adjoining rooms, which is perceived as a great evil. In many constructions, however, one has to achieve a good insulating effect in this way tries to get under the load-bearing parts, the ceilings and also between the support ribs Built in wood concrete. But one has with individual constructions that have become known so far the reinforced concrete floor used as a pressure plate and with: the webs of the concrete ribs brought into force-fit connection and thus a direct bridge after the sound built in the adjacent rooms. For individual constructions where wood-concrete When insulation material was used, it was. necessary to make a shuttering, be it to be able to apply the wood-concrete, or the wood-concrete blocks that you can: to support the formation of the gauges related to the execution of ribbed ceilings. Rather, it is desirable to have a reinforced concrete ceiling structure which -Does not have the defects described above, which in particular have an insulating effect in a previously unknown way and is easy to carry out.

In der Zeichnung ist ein Ausführungsbeispiel der erfindungsgemäß ausgebildeten Decke dargestellt (Fig. i, 2 und: 3). Die Decke nach Fig. i stellt die einfachste Ausführungsweise einer Stahlbetonträgerdecke mit aus bewehrtem Hälzbeton bestehenden Füllkörpern dar und besitzt eine hohe Dämmwirkung. Die Ausführung wird vorgen.ommen .unter Verwendung der .allgemein bekannten vorgespannten I-förmiigen Betonträger, welchen hier allein ,die Aufgabe zufällt, sofort nach ihzer Verlegung die gesamten Traglasten aus Eigengewicht und Nutzlast zu übernehmen. Man verlegt .diese vorgespannten I-förmigen Stahlbetonträger im üblichen Abstand voneinander, fügt in die Zwischenräume an Stelle der bisher gebräuchlichen Hohlkörper aus B.imsbeton einen beschlossenen, leicht bewehrten Holzblockst.ein, der auf den Deckenträgern aufsitzt, so ein, daß zwischen Blockstein und Deckenträger noch eine Vergußfu.ge verbleibt. Die Unterkante des Holzbetonblocksteines reicht bis etwa 2 cm unter den Betonträger, und, seine Oberkante schneidet mit der Oberkante des Deckenträgers ab (Fig. i bis 3).In the drawing is an embodiment of the inventively designed Cover shown (Fig. I, 2 and: 3). The ceiling according to Fig. I represents the simplest Execution of a reinforced concrete girder ceiling made of reinforced concrete Packing bodies and has a high insulating effect. The execution is being carried out .using the generally known prestressed I-shaped concrete girders, to whom alone the task falls, immediately after their relocation the whole To take over loads from dead weight and payload. These prestressed ones are laid I-shaped reinforced concrete girders at the usual distance from each other, inserts into the gaps instead of the previously used hollow bodies made of B. imsbeton a decided, lightly reinforced wooden blocks that sit on the ceiling beams so that A grouting joint remains between the block and the ceiling beam. The bottom edge of the wood-concrete block extends to about 2 cm below the concrete beam, and, his The top edge cuts off with the top edge of the ceiling beam (Fig. I to 3).

Die Untersicht des vorgespannten Betonträgers ist mittels Holzdübel mit einer Holzfaserplatte a verkleidet, so daß die gesamte Deckenuntersicht aus gleichartigem Material besteht. Nachdem der Fugenfverguß von der Obersicht der Decke her vor-.genommen ist, wird über die gesamte Deckenfläche, an den Wänden einige Zentimeter hochgehend, eine Isolierschicht b aus druckfester Pappe oder anderen isolierenden Dämmstoffen aufgebracht und hierauf schwimmend eine Stahlbetonplatte c entsprechender Stärke aufbetoniert. Die vorbezeichneten Holzblocksteine können auch einseitig mit einer Nase versehen werden, welche den Unterflansch des Deckenträgers so wberdieckt, daß ebenfalls eine Verkleidung aus gleichem Material erzielt wird (Fig. 3 und 4). Es ist hierbei erforderlich, der Nase des Blocksteines eine zusätzliche Bewehrung zu fiebern, um sie vor Bruch zu bewahren. Es können auch Holzbetonhohlkörper zum Einbau gelangen, die in ihrer Formgebung den bekannten Hohlkörpern aus anderen Baustoffen ähnlich sind (Fig. 4).The soffit of the prestressed concrete beam is made using wooden dowels clad with a fibreboard a, so that the entire ceiling soffit from consists of similar material. After the joint grouting from the top of the ceiling is made before, is over the entire ceiling surface, some on the walls Raising centimeters, an insulating layer b made of pressure-resistant cardboard or other insulating material applied and a reinforced concrete slab floating on it c concreted on top of the appropriate thickness. The aforementioned wooden blocks can can also be provided with a nose on one side, which the lower flange of the ceiling beam in such a way that a cladding made of the same material is also achieved (Figures 3 and 4). It is necessary here to give the nose of the block an additional Fevering reinforcement to keep it from breaking. Hollow wood-concrete bodies can also be used get to the installation, the shape of the well-known hollow bodies from others Building materials are similar (Fig. 4).

Eine aus Fertigbauteilen mit Isolierung und- mit auf ihr schwimmenden Stahlbetonfußbodenplatte hergestellte Decke leitet -den Schall nicht mehr in die angrenzenden Räume und verhindert den Wärmedurchgang ganz wesentlich; ihre Herstellung ist einfach und erfordert geringen Arbeitsaufwand.One made of prefabricated components with insulation and with floating on it Reinforced concrete floor slab produced ceiling no longer conducts the sound into the adjoining rooms and prevents the passage of heat quite significantly; their manufacture is simple and requires little labor.

Claims (1)

PATENTANSPRUCH: Schalungslos herzustellende Stahlbetonträgerdecke mit vorgespannten Deckenträgern und schwimmender Fußbodenplatte aus Stahlbeton, dadurch gekennzeichnet, :daß unter Verwendung der allgemein bekannten vorgespannten I-förmigen Deckenträger zwischen .diesen Vollblocksteine oder Hohlkörper aus bewehrtem Holzbeton so. eingebaut sind, da,ß lediglich beiderseits der Deckenträger eine sich zur Deckenoberkante erweiternde Vergußfuge verbleibt und daß der .die Decke oben abschließende Stahlbetonfußboden ohneVerbindung mit denDeckenträgern und; Wänden sehwimmernd auf einer Isolierschicht aufgebracht ist, so daß sich eine hohe Schall- und Wärmedämmung ergibt.PATENT CLAIM: Reinforced concrete girder ceiling that can be produced without formwork with pre-stressed ceiling beams and floating floor slab made of reinforced concrete, characterized in that: that using the generally known prestressed I-shaped ceiling beams between .these solid blocks or hollow bodies made of reinforced Wood concrete like that. are built in, there, ß only on both sides of the ceiling beams a Grouting joint extending to the upper edge of the ceiling remains and that the .die ceiling above final reinforced concrete floor without connection to the ceiling beams and; Walls is applied visibly on an insulating layer, so that a high level of sound and insulation results.
DES25619A 1951-11-14 1951-11-14 Reinforced concrete beam ceiling to be produced without formwork with prestressed ceiling beams and floating floor slab made of reinforced concrete Expired DE894753C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DES25619A DE894753C (en) 1951-11-14 1951-11-14 Reinforced concrete beam ceiling to be produced without formwork with prestressed ceiling beams and floating floor slab made of reinforced concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DES25619A DE894753C (en) 1951-11-14 1951-11-14 Reinforced concrete beam ceiling to be produced without formwork with prestressed ceiling beams and floating floor slab made of reinforced concrete

Publications (1)

Publication Number Publication Date
DE894753C true DE894753C (en) 1953-10-26

Family

ID=7478418

Family Applications (1)

Application Number Title Priority Date Filing Date
DES25619A Expired DE894753C (en) 1951-11-14 1951-11-14 Reinforced concrete beam ceiling to be produced without formwork with prestressed ceiling beams and floating floor slab made of reinforced concrete

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1059647B (en) * 1956-04-06 1959-06-18 Hans Pletschacher Ceiling or roof construction from prefabricated beams and cross members
ES2401250A1 (en) * 2012-11-21 2013-04-18 Universidad Politécnica de Madrid Prefabricated slab (Machine-translation by Google Translate, not legally binding)
FR3036123A1 (en) * 2015-05-12 2016-11-18 Fehr Groupe PREFABRICATED SLAB

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1059647B (en) * 1956-04-06 1959-06-18 Hans Pletschacher Ceiling or roof construction from prefabricated beams and cross members
ES2401250A1 (en) * 2012-11-21 2013-04-18 Universidad Politécnica de Madrid Prefabricated slab (Machine-translation by Google Translate, not legally binding)
FR3036123A1 (en) * 2015-05-12 2016-11-18 Fehr Groupe PREFABRICATED SLAB

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