DE6945629U - FORMWORK FOR THE EDGE OF REINFORCED CONCRETE PRE-FABRICATED PANELS - Google Patents

FORMWORK FOR THE EDGE OF REINFORCED CONCRETE PRE-FABRICATED PANELS

Info

Publication number
DE6945629U
DE6945629U DE6945629U DE6945629U DE6945629U DE 6945629 U DE6945629 U DE 6945629U DE 6945629 U DE6945629 U DE 6945629U DE 6945629 U DE6945629 U DE 6945629U DE 6945629 U DE6945629 U DE 6945629U
Authority
DE
Germany
Prior art keywords
formwork
panels
reinforced concrete
edge
formwork body
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
DE6945629U
Other languages
German (de)
Inventor
Hans Keller
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 DE6945629U priority Critical patent/DE6945629U/en
Publication of DE6945629U publication Critical patent/DE6945629U/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
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/02Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/14Dowel assembly ; Design or construction of reinforcements in the area of joints
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483Shear dowels to be embedded in concrete
    • 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
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

• * · · ·• * · · ·
• · * · ·• · * · ·
■ · · ·■ · · ·
. .. * ·. .. * ·
.. · . ·.. ·. ·
. .«· * *. . «· * *
. *» »««·. * »» «« ·
11.11th 11.11th 19691969
* *. · · · ·* *. · · · · An dasTo the Tübingen,denTübingen, the DeutscheGerman PatentamtPatent office Aktenzeichen:File number: MünchenMunich

Schalungskörper für die Randausbildung von Stahlbeton-Fertigteilp]atten. Formwork for the edge formation of reinforced concrete prefabricated panels.

Beschreibung.Description.

Die Erfindung betrifft einen Schalungskörper für die Randausbildung von Stahlbeton-Fertigteilplatten. Bis jetzt wurden Fertigteilplatten an den Stirnseiten mit Brettern eingeschalt. Für die Ausbildung von Verzahnungen,Nuten usw. kamen angesetzte Bohlenstücke zur Verwendung. Hierbei ergab sich ein grosser Arbeitsaufwand und Holzverschnitt.The invention relates to a formwork body for the edge formation of precast reinforced concrete panels. Until now, prefabricated panels were shuttered with boards on the front sides. For the formation of teeth, grooves, etc., attached plank pieces were used. This resulted in a lot of work and wood waste.

Für die Verbindung der Fertigteilplatten untereinander sind vieirach Rundstahlschlaufen,die aus dem stirnseitigen Beton hervorstehen,erforderlich. Hierfür mussten durch die stirnseitigen Schalungen Löcher gebohrt werden. Beim Entfernen der Schalung war dann deren teilweise Zerstörung unvermeidlich.To connect the prefabricated panels to each other, there are many round steel loops that come from the front Concrete protruding is required. For this purpose, holes had to be drilled through the face formwork. At the Removal of the formwork was then inevitable, its partial destruction.

In den wesentlichen Merkmalen ist die Ausbildung der Stirnseiten von Fertigteilplatten gleich,da nach dem Stand der Technik zweckmässige Anordnungen der Verzahnung und der die Verbindung mit den Nacabarplatten herstellenden Rundeisenschlaufen weitgehend einheitlich ausgeführt werden.In the main features, the formation of the end faces of prefabricated panels is the same, since after Prior art appropriate arrangements of the toothing and the one making the connection with the nacabar plates Round iron loops are made largely uniform.

Vielfach sind auch die Rundstahlschlaufen weggelassen worden,da sie,wie oben erwähnt,Schwierigkeiten für die Ausbildung der Stirnschalungen bereiten. Die aus statischen Gründen notwendigen Verbindungen der Platten untereinander wurden dann durch aufwendige und teure Massnahmen,In many cases, the round steel loops have been omitted because, as mentioned above, they pose difficulties for the Prepare the formation of the face formwork. The connections between the panels, which are necessary for structural reasons were then through complex and expensive measures,

Blatt 2page 2

wie Aufbetonieren einer bewehrten Ortbetonschicht auf die Deckenplatten hergestellt.such as concreting a reinforced in-situ concrete layer on the ceiling slabs.

Der erfindungsgemässe Schalungskörper für die Randausbildung von Fertigteilplatten kann sowohl für Oecken-als auch für Wandplatten verwendet werden. Für jede Art wird eine einheitliche Formgebung gewählt. Die Stärke der Platten kann beliebig sein, sie beeinflusst die Ausbildung des Schalungskörpers nicht.The formwork body according to the invention for the edge formation of precast panels can be used for both corner and wall panels. A uniform shape is chosen for each species. The thickness of the panels can be any, it does not affect the formation of the formwork body.

In den Zeichnungen Blatt 1 bis Blatt 5 sind Beispile der Ausbildung des aus Hartschaum bestehenden Schalungskörper dargestellt. Die Zeichnungen Blatt 1 und 2 zeigen Je eine Schalungskörper-Ausbildung für Wandplatten,wobei die Ausführung nach Blatt 1 für eine Mehrlingsfertigung angewendet wird,während die Ausführung nach Blatt 2 für Einzelfertigung vorgesehen ist.In the drawings, sheet 1 to sheet 5, examples of the design of the rigid foam formwork body are shown. The drawings on pages 1 and 2 each show a formwork body design for wall panels, the design according to page 1 being used for multiple production, while the design according to page 2 is intended for individual production.

Der Schalungskörper ( 1 ) besitzt in gleichmässigen Abständen Nuten ( 2 ) zur Verzahnung der Platten über den Vergussbeton. In gleichbleibenden Abständen sind Rundstahlschlaufen ( 3 ) im Schalungskörper aus Hartschaum eingebettet. Vor der Montage der Platten wird der SChalungskörper durch Abkratzen oder Abbrennen entfernt. Die Rundstahlschlaufen überdecken sich mit denen der Nchbarplatten und ergeben nach dem Verguss mit Ortbeton eine unverschiebliche Verbindung. Beim Betonieren der Fertigteilplatten ist zur Festhaltung des Schalungskörpers lediglich ein aussteifendes Kantholz erforderlich.The formwork body (1) has a uniform Clearance grooves (2) for the interlocking of the plates over the grouting concrete. At constant intervals round steel loops (3) are embedded in the rigid foam formwork. Before assembling the panels the adhesive body is removed by scraping or burning. The round steel loops overlap with those of the adjacent panels and, after being cast with in-situ concrete, create an immovable connection. When concreting the prefabricated slabs, only a stiffening element is required to hold the formwork in place Squared timber required.

Auf Blatt 3 und Blatt 4 ist die Ausbildung des Schalungskörpers für Fertigteil-Deckenplatten gezeichnet. Die Anordnung der Verzahnung und der Rundstahlschlaufen ist sinngemäsSjWie beim Schalungskörper für die Wandplatten. On sheet 3 and sheet 4, the design of the formwork for prefabricated ceiling panels is drawn. the Arrangement of the teeth and the round steel loops is analogous to the formwork unit for the wall panels.

Blatt 3Sheet 3

Auf Blatt 5 ist ein Schnitt durch einen Schalungskörper dargestellten dem für die nachträgliche Einsteckung der Rundstahlschlaufen ( 3 ) Aussparungen ( 4 ) und Bohrungen ( 5 ) vorgesehen sind. Der Schalungskörper aus Hartschaum ist somit weniger sperrig,auch ist die Herstellung einfacher. On sheet 5, a section through a formwork body is shown, which is provided with recesses (4) and bores ( 5 ) for the subsequent insertion of the round steel loops (3). The formwork body made of rigid foam is therefore less bulky, and production is also easier.

Mehrere Schalungskörper bilden eine Umrahmung um die Fertigteilplatte und schützt diese somit gegen Abstossen der Kanten beim Transport und beim Lagern.Several formwork elements form a frame around the precast slab and thus protect it from being pushed off the edges during transport and storage.

Claims (2)

An das Tübingen,den 11.11. 1969 Deutsche Patentamt Aktenzeichen: München · · .. Betr: Schalungskörper für die Randausbildung von Stahlbeton-Fertigteilplatten. Schutzanspruch.To Tübingen, 11.11. 1969 German Patent Office file number: Munich · · .. Re: Formwork for the edge formation of precast reinforced concrete panels. Claim to protection. 1. ScMlungskörper ( 1 ^ für die Randausbildung von Fertigteilplattenjdadurch gekennzeichnet, dass er aus Hartschaum besteht. 1. ScMlungskörper (1 ^ for the edge formation of precast panelsj characterized in that it consists of rigid foam. 2. Schalungskörper nach Anspruch !,dadurch gekennzeichnet ,dass er in gleichmässigen Abständen Nuten ( 2 ) aufweist.2. Formwork body according to claim!, Characterized that he is evenly spaced Has grooves (2). 3' Schalungskörper nach Anspruch 1,dadurch gekennzeichnet ,dass in ^lcichmässif^en Abstanden Rundstahlschlcufeii ( 3 ) eingelassen sind. 3 ' Formwork body according to claim 1, characterized in that round steel locks (3) are embedded at regular intervals. 1I. Schalungskörpei- nach Anspruch 1 , dadurch gekenn zeichnet ,dass gemäss Zeichnung Blatt 5 zum nachträglichen Einstecken der Ru-idstahlschlaufen ( Ausspai ingen ( 1I ) und Bohrungen ( 5 ) in gleich ^j massigen Abständen vorgesehen sind. 1 I. Formwork body according to claim 1, characterized in that, according to the drawing, sheet 5 is provided for subsequent insertion of the steel loops (recesses ( 1 I) and bores (5)) at equal intervals.
DE6945629U 1969-11-24 1969-11-24 FORMWORK FOR THE EDGE OF REINFORCED CONCRETE PRE-FABRICATED PANELS Expired DE6945629U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE6945629U DE6945629U (en) 1969-11-24 1969-11-24 FORMWORK FOR THE EDGE OF REINFORCED CONCRETE PRE-FABRICATED PANELS

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE6945629U DE6945629U (en) 1969-11-24 1969-11-24 FORMWORK FOR THE EDGE OF REINFORCED CONCRETE PRE-FABRICATED PANELS

Publications (1)

Publication Number Publication Date
DE6945629U true DE6945629U (en) 1970-04-09

Family

ID=34127061

Family Applications (1)

Application Number Title Priority Date Filing Date
DE6945629U Expired DE6945629U (en) 1969-11-24 1969-11-24 FORMWORK FOR THE EDGE OF REINFORCED CONCRETE PRE-FABRICATED PANELS

Country Status (1)

Country Link
DE (1) DE6945629U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2540023A1 (en) * 1974-09-11 1976-04-01 Jacques Ferry PRE-FABRICATED ELEMENT SYSTEM WITH REINFORCED PRECAST CONCRETE PARTS AND PROCESS FOR JOINING THE INDIVIDUAL PARTS IN THE SYSTEM

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2540023A1 (en) * 1974-09-11 1976-04-01 Jacques Ferry PRE-FABRICATED ELEMENT SYSTEM WITH REINFORCED PRECAST CONCRETE PARTS AND PROCESS FOR JOINING THE INDIVIDUAL PARTS IN THE SYSTEM

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