DE20309548U1 - Steel frame reinforcement for pre-cast load-bearing concrete structure has a series of webs joined by a series of segments - Google Patents

Steel frame reinforcement for pre-cast load-bearing concrete structure has a series of webs joined by a series of segments

Info

Publication number
DE20309548U1
DE20309548U1 DE20309548U DE20309548U DE20309548U1 DE 20309548 U1 DE20309548 U1 DE 20309548U1 DE 20309548 U DE20309548 U DE 20309548U DE 20309548 U DE20309548 U DE 20309548U DE 20309548 U1 DE20309548 U1 DE 20309548U1
Authority
DE
Germany
Prior art keywords
segment carrier
carrier according
segments
segment
series
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 - Lifetime
Application number
DE20309548U
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German (de)
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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 DE20309548U priority Critical patent/DE20309548U1/en
Publication of DE20309548U1 publication Critical patent/DE20309548U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • 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
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • 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
    • E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
    • 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
    • E04C2003/023—Lintels

Abstract

In a process to make a steel-reinforced concrete structure, the liquid concrete is cast around a steel wire welded frame with a series of webs esp. joined by a series of segments. The structure has a minimum of three webs per segment support.

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (16)

1. Segmentträger als Biege-, Zug-, Schub- und Verbund­ bewehrung zur Herstellung von Balken-, Rippen- und Plattenbalkendecken sowie Fenster- und Türstürzen unter Verwendung von sich in Längsrichtung des Segmentträgers erstreckenden Gurten, dadurch gekennzeichnet, dass zwischen den Gurten eine Vielzahl von Segmenten hintereinander angeordnet und mit mindestens 3 Gurten zu dem Segmentträger verbunden sind.1. Segment carrier as bending, tension, shear and composite reinforcement for the production of beam, rib and beam joists as well as window and door lintels using straps extending in the longitudinal direction of the segment carrier, characterized in that a variety between the straps of segments arranged one behind the other and connected to the segment carrier with at least 3 belts. 2. Segmentträger nach Anspruch 1, dadurch gekennzeichnet, dass die Segmente in gleichen oder unterschiedlichen Abständen zueinander angeordnet sind.2. Segment carrier according to claim 1, characterized characterized that the segments in the same or different distances from each other are. 3. Segmentträger nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die Segmente homogen über die Gesamtlänge des Trägers verteilt sind.3. Segment carrier according to claim 1 or 2, characterized characterized that the segments are homogeneous across the Total length of the beam are distributed. 4. Segmentträger nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Segmente an den Kontaktstellen zum Gurt, den Gurt über dessen Umfang zumindest teilweise aufnehmende, Ausnehmungen aufweisen.4. segment carrier according to one of claims 1 to 3, characterized in that the segments on the Contact points to the belt, the belt over its circumference  at least partially receiving recesses exhibit. 5. Segmentträger nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass die Segmente aus Metallblech gefertigt und an den Kontaktstellen zum Gurt um 90° abgewinkelt sind.5. segment carrier according to one of claims 1 to 4, characterized in that the segments Made of sheet metal and at the contact points to Belt are angled by 90 °. 6. Segmentträger nach Anspruch 5, dadurch gekennzeichnet, dass das Metallblech an den Kontaktstellen zum Gurt in zueinander entgegengesetzter Richtung abgewinkelt ist.6. segment carrier according to claim 5, characterized characterized that the metal sheet on the Contact points to the belt in each other is angled in the opposite direction. 7. Segmentträger nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass mindestens eine Achse des Segmentes im rechten Winkel zur Symmetrie- Achse des Gurtes und mindestens eine Achse des Segmentes parallel zu einer Achse des benachbarten Segmentes steht.7. segment carrier according to one of claims 1 to 6, characterized in that at least one axis of the segment at right angles to the axis of symmetry of the belt and at least one axis of the segment parallel to an axis of the adjacent segment stands. 8. Segmentträger nach einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass die Segmente T- oder Doppel-T-förmig ausgebildet sind. 8. segment carrier according to one of claims 1 to 7, characterized in that the segments T or Are double T-shaped.   9. Segmentträger nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, dass eine oder mehrere Seitenkanten zwischen den Kontaktstellen von Segment und Gurte konkav ausgebildet sind.9. segment carrier according to one of claims 1 to 8, characterized in that one or more Side edges between the contact points of segment and belts are concave. 10. Segmentträger nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass die Segmente stoffschlüssig mit dem Gurten verbunden sind.10. segment carrier according to one of claims 1 to 9, characterized in that the segments are integrally connected to the straps. 11. Segmentträger nach Anspruch 10, dadurch gekennzeichnet, dass die Segmente mit den Gurten verschweißt sind.11. Segment carrier according to claim 10, characterized characterized that the segments with the straps are welded. 12. Segmentträger nach Anspruch 10, dadurch gekennzeichnet, dass die Segmente mit den Gurten verlötet sind.12. Segment carrier according to claim 10, characterized characterized that the segments with the straps are soldered. 13. Segmentträger nach einem der Ansprüche 1 bis 12, dadurch gekennzeichnet, dass die Segmente mindestens eine Symmetrieachse aufweisen.13. Segment carrier according to one of claims 1 to 12, characterized in that the segments at least have an axis of symmetry. 14. Segmentträger nach einem der Ansprüche 1 bis 12, dadurch gekennzeichnet, dass der Querschnitt des Segmentträgers in der Art eines Vielecks ausgebildet ist, wobei die Anzahl der Ecken des Vielecks der Anzahl der verwendeten Gurte entspricht.14. Segment carrier according to one of claims 1 to 12, characterized in that the cross section of the Segment carrier designed in the manner of a polygon  where the number of corners of the polygon is the Corresponds to the number of belts used. 15. Segmentträger nach Anspruch 14, dadurch gekennzeichnet, dass der Querschnitt des Segmentträgers bei Verwendung von 3 Gurten dreieckig ist.15. Segment carrier according to claim 14, characterized characterized that the cross section of the Segment carrier when using 3 belts triangular is. 16. Segmentträger nach einem der Ansprüche 14, dadurch gekennzeichnet, dass der Querschnitt des Segmentträgers bei Verwendung von vier Gurten quadratisch, rechteckförmig oder trapezförmig ist.16. Segment carrier according to one of claims 14, characterized characterized that the cross section of the Segment carrier when using four belts is square, rectangular or trapezoidal.
DE20309548U 2002-06-17 2003-06-17 Steel frame reinforcement for pre-cast load-bearing concrete structure has a series of webs joined by a series of segments Expired - Lifetime DE20309548U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20309548U DE20309548U1 (en) 2002-06-17 2003-06-17 Steel frame reinforcement for pre-cast load-bearing concrete structure has a series of webs joined by a series of segments

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE20209418 2002-06-17
DE20308480 2003-05-28
DE20309548U DE20309548U1 (en) 2002-06-17 2003-06-17 Steel frame reinforcement for pre-cast load-bearing concrete structure has a series of webs joined by a series of segments

Publications (1)

Publication Number Publication Date
DE20309548U1 true DE20309548U1 (en) 2003-09-11

Family

ID=28455795

Family Applications (2)

Application Number Title Priority Date Filing Date
DE20309548U Expired - Lifetime DE20309548U1 (en) 2002-06-17 2003-06-17 Steel frame reinforcement for pre-cast load-bearing concrete structure has a series of webs joined by a series of segments
DE2003127938 Withdrawn DE10327938A1 (en) 2002-06-17 2003-06-17 Steel frame reinforcement for pre-cast load-bearing concrete structure has a series of webs joined by a series of segments

Family Applications After (1)

Application Number Title Priority Date Filing Date
DE2003127938 Withdrawn DE10327938A1 (en) 2002-06-17 2003-06-17 Steel frame reinforcement for pre-cast load-bearing concrete structure has a series of webs joined by a series of segments

Country Status (1)

Country Link
DE (2) DE20309548U1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011012480A1 (en) * 2009-07-31 2011-02-03 Fachhochschule Giessen-Friedberg Reinforced concrete component reinforced with z-shaped sheet metal pieces
US8815366B2 (en) 2009-07-31 2014-08-26 Technische Hochschule Mittelhessen Reinforced concrete component reinforced with L-shaped sheet metal pieces
CN104100044A (en) * 2014-07-21 2014-10-15 成都庶民科技有限公司 Manufacturing method of high-strength prestress casting steel wire mesh

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011012480A1 (en) * 2009-07-31 2011-02-03 Fachhochschule Giessen-Friedberg Reinforced concrete component reinforced with z-shaped sheet metal pieces
US8650828B2 (en) 2009-07-31 2014-02-18 Technische Hochschule Mittelhessen Reinforced concrete component reinforced with Z-shaped sheet metal pieces
US8815366B2 (en) 2009-07-31 2014-08-26 Technische Hochschule Mittelhessen Reinforced concrete component reinforced with L-shaped sheet metal pieces
CN104100044A (en) * 2014-07-21 2014-10-15 成都庶民科技有限公司 Manufacturing method of high-strength prestress casting steel wire mesh
CN104100044B (en) * 2014-07-21 2016-05-11 成都庶民科技有限公司 A kind of high-strength prestress casting steel fabric sheet preparation method

Also Published As

Publication number Publication date
DE10327938A1 (en) 2004-01-08

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