DE1854574U - REINFORCEMENT STRUCTURE FOR REINFORCED CONCRETE BEAM OR REINFORCED CONCRETE RIBBED SLABS. - Google Patents

REINFORCEMENT STRUCTURE FOR REINFORCED CONCRETE BEAM OR REINFORCED CONCRETE RIBBED SLABS.

Info

Publication number
DE1854574U
DE1854574U DESCH31334U DESC031334U DE1854574U DE 1854574 U DE1854574 U DE 1854574U DE SCH31334 U DESCH31334 U DE SCH31334U DE SC031334 U DESC031334 U DE SC031334U DE 1854574 U DE1854574 U DE 1854574U
Authority
DE
Germany
Prior art keywords
reinforced concrete
bars
reinforcement framework
bar
lower chord
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
DESCH31334U
Other languages
German (de)
Other versions
DE1192914B (en
Inventor
Hans Schreiner
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 DESCH31334U priority Critical patent/DE1854574U/en
Publication of DE1854574U publication Critical patent/DE1854574U/en
Expired 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
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/065—Light-weight girders, e.g. with precast parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/18—Spacers of metal or substantially of metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

"Bewehrungsgerippe für Stahlbetonträger oder Stahlbetonrippendecken"."Reinforcement framework for reinforced concrete girders or reinforced concrete rib ceilings".

Die Erfindung betrifft eine neue Ausbildung eines Bewehrungsgerippes für Stahlbetonträger oder Stahlbetonrippendecken, die sich durch besondere Einfachheit und dementsprechend billige Fertigung auszeichnet. The invention relates to a new construction of a reinforcement framework for reinforced concrete girders or reinforced concrete rib ceilings, which are characterized by particular simplicity and accordingly cheap production.

Nach der Neuerung besteht das Bewehrungsgerippe aus einem in Zickzaokform gebogenen Stegstab, dessen beiderseitigen Umkehrstellen mit den Ober-und Untergurtstäben fest verbunden sind. Alle oder einzelne dieser drei Stäbe können dabei aus Rundstahl oder Profilstahl gebildet sein. Der Untergurtstab kann je nach den Erfordernissen durch beiderseits zugeordnete Zulagestäbe verstärkt sein, wie auch zwei Untergurtstäbe beiderseits der unteren Umkehrstellen vorgesehen sein können. According to the innovation, the reinforcement framework consists of a zigzag shape curved web bar, its reversal points on both sides with the upper and lower chord bars are firmly connected. All or some of these three rods can be made of round steel or profile steel. The lower chord bar can depending on the requirements be reinforced by additional bars assigned on both sides, as well as two lower chord bars can be provided on both sides of the lower reversal points.

Es ergibt sich eine einfachste Ausbildung, die mit wenig Material-und Arbeitsaufwand herstellbar ist. The result is a very simple training that can be produced with little material and labor is.

Die neue Ausbildung ist nachstehend an Hand der Zeichnung näher erläuterte Es zeigen : Fig. 1 eine Seitenansicht, Fig. 2 einen Schnitt und Fig. 3 eine zweite Ausführungsform « In dem Ausführungsbeispiel ist der Steg von einem in Zickzackform gebogenen Rundstahl 1 gebildet, an dessen Umkehrstellen 4 bzw. 5 je ein Obergurtstab 2 bzw. ein Untergurtstab 3, etwa durch Verschweißen befestigt ist, die zweckmäßig mit dem Stegstab in einer Ebene liegen. An Stelle der dargestellten Verwendung von Rundstäben für die drei Stäbe, können auch alle oder einzelne Stäbe aus profiliertem oder flachem Bandmaterial gebildet sein. The new training is explained in more detail below with reference to the drawing 1 shows a side view, FIG. 2 shows a section and FIG. 3 shows a second Embodiment In the embodiment, the ridge is one in a zigzag shape formed curved round steel 1, at the reversal points 4 and 5 each a top chord bar 2 or a Untergurtstab 3, is attached for example by welding, which is appropriate lie in one plane with the bar. Instead of the illustrated use of Round bars for the three bars, all or individual bars can be made of profiled or flat strip material.

Gegebenenfalls können dem Untergurtstab noch Zulagestäbe 6 (Fig. 2) zugeordnet sein, wie es auch möglich ist, beiderseits der unteren Umkehrstellen je einen Untergurtstab 3a, 3b (Fig. 3) vorzusehen. If necessary, additional bars 6 (Fig. 2) be assigned, as it is also possible, on both sides of the lower reversal points Provide a lower chord rod 3a, 3b (Fig. 3).

Schutzansprüche : Protection claims:

Claims (5)

S c h u t z a n s p r ü c h e : 1.) Bewehrungsgerippe für Stahlbetonträger oder Stahlbetonrippendecken aus einem in Zickzackform gebogenen Stegstab mit an den oberen und unteren Umkehrstellen angeordneten Ober-bzw, Untergurtstäben. S c h u t z a n s p r ü c h e: 1.) Reinforcement framework for reinforced concrete girders or reinforced concrete rib ceilings made of a zigzag curved web bar the upper and lower chord bars arranged at the upper and lower reversing points. 2.) Bewehrungsgerippe nach Anspruch 1, d ad u r o h g e k e n n z e ich n e t, daß alle oder einzelne der drei Stäbe aus Rundstahl oder Profilstahl gefertigt sind. 2.) reinforcement framework according to claim 1, d ad u r o h g e k e n n z E I n e t that all or some of the three bars are made of round steel or profile steel are made. 3.) Bewehrungsgerippe nach Anspruch 1 und 2, d g e k e n n z e i c h n e t , daß der Stegstab und die beiden Ober-und Untergurtstäbe in einer Ebene liegen. 3.) reinforcement framework according to claim 1 and 2, d g e k e n n z e i c h n e t that the web bar and the two upper and lower chord bars in one plane lie. 4.) Bewehrungsgerippe nach Anspruch 1 und 2, d g e k e n n z e i c h n e t , daß der Untergurtstab durch ihm beiderseits zugeordnete Zulagestäbe verstärkt ist. 4.) reinforcement framework according to claim 1 and 2, d g e k e n n z e i c h n e t that the lower chord bar by means of additional bars assigned to it on both sides is reinforced. 5.) Bewehrungsgerippe nach Anspruch 1 und 2, d a d u r o h g e k e n n z e i c h n e t, daß beiderseits der unteren Umkehrstellen je ein Untergurtstab vorgesehen ist. 5.) reinforcement framework according to claim 1 and 2, d a d u r o h g e k It is noted that there is a lower chord bar on both sides of the lower reversal points is provided.
DESCH31334U 1962-04-14 1962-04-14 REINFORCEMENT STRUCTURE FOR REINFORCED CONCRETE BEAM OR REINFORCED CONCRETE RIBBED SLABS. Expired DE1854574U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DESCH31334U DE1854574U (en) 1962-04-14 1962-04-14 REINFORCEMENT STRUCTURE FOR REINFORCED CONCRETE BEAM OR REINFORCED CONCRETE RIBBED SLABS.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DESCH31334U DE1854574U (en) 1962-04-14 1962-04-14 REINFORCEMENT STRUCTURE FOR REINFORCED CONCRETE BEAM OR REINFORCED CONCRETE RIBBED SLABS.

Publications (1)

Publication Number Publication Date
DE1854574U true DE1854574U (en) 1962-07-05

Family

ID=33011558

Family Applications (1)

Application Number Title Priority Date Filing Date
DESCH31334U Expired DE1854574U (en) 1962-04-14 1962-04-14 REINFORCEMENT STRUCTURE FOR REINFORCED CONCRETE BEAM OR REINFORCED CONCRETE RIBBED SLABS.

Country Status (1)

Country Link
DE (1) DE1854574U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3015407A1 (en) * 1980-04-22 1981-10-29 Andrä, Wolfhart, Dr.-Ing., 7000 Stuttgart REINFORCEMENT ELEMENT FOR TRANSMITTING LATERAL FORCES IN PANEL-LIKE SUPPORT LINKS, e.g. FLAT CEILINGS
DE19611200A1 (en) * 1996-03-21 1997-10-30 Europor Massivhaus Gmbh Reinforcement arrangement for aerated concrete components
DE20205133U1 (en) 2002-04-03 2002-07-25 Bochumer Eisenhütte Heintzmann GmbH & Co. KG, 44793 Bochum Lattice girders for the reinforcement of concrete structures

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3015407A1 (en) * 1980-04-22 1981-10-29 Andrä, Wolfhart, Dr.-Ing., 7000 Stuttgart REINFORCEMENT ELEMENT FOR TRANSMITTING LATERAL FORCES IN PANEL-LIKE SUPPORT LINKS, e.g. FLAT CEILINGS
DE19611200A1 (en) * 1996-03-21 1997-10-30 Europor Massivhaus Gmbh Reinforcement arrangement for aerated concrete components
DE20205133U1 (en) 2002-04-03 2002-07-25 Bochumer Eisenhütte Heintzmann GmbH & Co. KG, 44793 Bochum Lattice girders for the reinforcement of concrete structures

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