DE3139015A1 - Erection ring beam with shuttering part and distance rails - Google Patents

Erection ring beam with shuttering part and distance rails

Info

Publication number
DE3139015A1
DE3139015A1 DE19813139015 DE3139015A DE3139015A1 DE 3139015 A1 DE3139015 A1 DE 3139015A1 DE 19813139015 DE19813139015 DE 19813139015 DE 3139015 A DE3139015 A DE 3139015A DE 3139015 A1 DE3139015 A1 DE 3139015A1
Authority
DE
Germany
Prior art keywords
ring beam
rails
formwork
shuttering part
erection ring
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.)
Withdrawn
Application number
DE19813139015
Other languages
German (de)
Inventor
Horst 4100 Duisburg Zaborowski
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.)
ZABOROWSKI GEB HUETTIG
Original Assignee
ZABOROWSKI GEB HUETTIG
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 ZABOROWSKI GEB HUETTIG filed Critical ZABOROWSKI GEB HUETTIG
Priority to DE19813139015 priority Critical patent/DE3139015A1/en
Publication of DE3139015A1 publication Critical patent/DE3139015A1/en
Withdrawn legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • 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
    • 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
    • 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
    • E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

Published without abstract.

Description

Montage-Ringanker mit Schalungsteil und Distanzschienen. Assembly ring anchor with formwork part and spacer rails.

Die Erfindung betrifft einen Ringanker der bis auf den Beton-Anteil montiert wird. (Ringanker sind erforderlich gemäß DIN 1045, 14.4.1.) Wobei die einfache Montage der Distanzschienen (3) sicherstellt, daß die Oberfläche des Betones auf diesen abgezogen werden kann und eine plan- und waage Auflagerfläche für die Gleitlager herstellbar ist.The invention relates to a ring anchor except for the concrete portion is mounted. (Ring anchors are required according to DIN 1045, 14.4.1.) The simple one Mounting the spacer rails (3) ensures that the surface of the concrete is on this can be deducted and a flat and horizontal support surface for the plain bearings can be produced.

Die Montage-Teile sind: Der Bewehrungskern (1), Die Schalungsteile (2), Die Distanzschienen (3).The assembly parts are: the reinforcement core (1), the formwork parts (2), The spacer rails (3).

Nach dem Stand der Technik werden Ringanker an der Baustelle erstellt indem: 1. In einer wieder verwendbaren Schalung Bügel oder Mattenkörbe eingestellt werden, in die dann Bewehrungsstäbe im erforderlichen Abstand und Umfang eingebunden werden0 (Alle Teile einzeln) Der Raum wird dann mit Beton verfüllt und die Betonoberfläche aus freier Hand abgezogen.According to the state of the art, ring anchors are created at the construction site by: 1. Set hangers or mat baskets in reusable formwork are then incorporated into the reinforcement bars in the required distance and scope become0 (all parts individually) The room is then filled with concrete and the concrete surface withdrawn by hand.

2. Die Bewehrung im Querschnitt aus mehreren, miteinander zu verbindenden Teilegruppen besteht. Ansonsten wie unter 1.2. The cross-section of the reinforcement from several to be connected to each other Part groups exists. Otherwise as under 1.

3. Die Bewehrung aus einzelnen Flachstahlteilen besteht, die an der Baustelle zusammengeschweißt werden müssen. Herstellung der Gleitlagerauflagerfläche wie bei 1. aus freier Hand.3. The reinforcement consists of individual flat steel parts that are attached to the Construction site must be welded together. Production of the plain bearing support surface as with 1. freehand.

Die Aufgabe wurde erfindungsgemäß dadurch gelöst, daß der Bewehrungskern (1) in seinem Querschnitt aus einem Teil besteht. Die Verbindung der einzelnen Bewehrungskern (1) Teile erfolgt indem diese einfach überlappend verlegt werden.The object was achieved according to the invention in that the reinforcement core (1) consists of one part in its cross-section. The connection of the individual reinforcement core (1) Parts are made by simply laying them overlapping.

Die wärmegedämmten Schalungsteile (2) werden unter Verwendung von nichtrostenden Verbindern (4) und Abstandshaltern an den auf der Mauerkrone liegenden Bewehrungskern (1) montiert.The thermally insulated formwork parts (2) are made using stainless connectors (4) and spacers on the ones on the top of the wall Reinforcement core (1) installed.

Auf die Schalungsteile (2) werden Distanzschienen (3) plan- und waage montiert.Spacer rails (3) are placed flat and level on the formwork parts (2) assembled.

In den so entstandenen Raum wird Beton eingebracht, wobei durch das Abziehen des Betones über die Distanzschienen dann ein plan- und waage Auflagerfläche für die Gleitlager entsteht.Concrete is poured into the space created in this way, whereby the Peel off the concrete over the spacer rails then create a flat and horizontal support surface for the plain bearings.

Claims (2)

Schutzansprüche.Protection claims. 1.) Der Montage-Ringanker mit verlorenem, wärmegedämmten, Schalungsteil und den Distanzschienen als Einheit.1.) The assembly ring anchor with lost, thermally insulated, formwork part and the spacer rails as a unit. 2.) Der im Querschnitt aus einem Teil bestehende Bewehrungskern (1) 3.) Die am 3ewehrungskern (1) montierten, vrärmegedämmten, Schalungsteile (2)mit aufmontierten Distanzschienen (3) als Abzugshilfe zur Erstellungeiner plan- und waagerechten Auflagerfläche für Gleitlager.2.) The reinforcement core consisting of one part in cross section (1) 3.) The pre-insulated formwork parts (2) mounted on the reinforcement core (1) mounted spacer rails (3) as a pull-off aid for creating a flat and horizontal support surface for plain bearings.
DE19813139015 1981-10-01 1981-10-01 Erection ring beam with shuttering part and distance rails Withdrawn DE3139015A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE19813139015 DE3139015A1 (en) 1981-10-01 1981-10-01 Erection ring beam with shuttering part and distance rails

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19813139015 DE3139015A1 (en) 1981-10-01 1981-10-01 Erection ring beam with shuttering part and distance rails

Publications (1)

Publication Number Publication Date
DE3139015A1 true DE3139015A1 (en) 1983-04-21

Family

ID=6143120

Family Applications (1)

Application Number Title Priority Date Filing Date
DE19813139015 Withdrawn DE3139015A1 (en) 1981-10-01 1981-10-01 Erection ring beam with shuttering part and distance rails

Country Status (1)

Country Link
DE (1) DE3139015A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1091055A2 (en) * 1999-10-06 2001-04-11 SÜBA Bau Aktiengesellschaft Prefabricated wall panel
CN109680936A (en) * 2019-02-23 2019-04-26 江苏精享裕建工有限公司 A kind of production method of secondary post-cast ring beam

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1091055A2 (en) * 1999-10-06 2001-04-11 SÜBA Bau Aktiengesellschaft Prefabricated wall panel
EP1091055A3 (en) * 1999-10-06 2003-03-26 SÜBA Bau Aktiengesellschaft Prefabricated wall panel
CN109680936A (en) * 2019-02-23 2019-04-26 江苏精享裕建工有限公司 A kind of production method of secondary post-cast ring beam

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Legal Events

Date Code Title Description
8139 Disposal/non-payment of the annual fee