EP2372082A3 - Formwork girder - Google Patents

Formwork girder Download PDF

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Publication number
EP2372082A3
EP2372082A3 EP11158440.5A EP11158440A EP2372082A3 EP 2372082 A3 EP2372082 A3 EP 2372082A3 EP 11158440 A EP11158440 A EP 11158440A EP 2372082 A3 EP2372082 A3 EP 2372082A3
Authority
EP
European Patent Office
Prior art keywords
distance
transverse webs
lattice girder
truss braces
formwork girder
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.)
Granted
Application number
EP11158440.5A
Other languages
German (de)
French (fr)
Other versions
EP2372082B1 (en
EP2372082A2 (en
Inventor
Rudi Podjadtke
Günther Weidig
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.)
Bochumer Eisenhuette Heintzmann GmbH and Co KG
Original Assignee
Bochumer Eisenhuette Heintzmann GmbH and Co KG
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 Bochumer Eisenhuette Heintzmann GmbH and Co KG filed Critical Bochumer Eisenhuette Heintzmann GmbH and Co KG
Publication of EP2372082A2 publication Critical patent/EP2372082A2/en
Publication of EP2372082A3 publication Critical patent/EP2372082A3/en
Application granted granted Critical
Publication of EP2372082B1 publication Critical patent/EP2372082B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04—Lining with building materials
    • E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/107—Reinforcing elements therefor; Holders for the reinforcing elements
    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

Gitterträger (1a) für den Ausbau tunnelförmiger Bauwerke, welcher einen Obergurt (2a) und zwei Untergurte (3a) aufweist, die sich jeweils in Längsrichtung des Gitterträgers (1a) erstrecken. Deren Eckpunkte bilden den Querschnitt eines Dreiecks zueinander. Der Gitterträger (1a) weist weiterhin Querstege (5a) auf, wobei der Obergurt (2a) jeweils über Fachwerkstreben (4a) mit den Untergurten (3a) verbunden ist. Die Querstege (5a) erstrecken sich jeweils zwischen zwei Fachwerkstreben (4a), wobei sie mit einem Abstand (A) zum Obergurt (2a) angeordnet sind. Erfindungsgemäß sind die Querstege (5a) mit einem Abstand (B) zu den Untergurten (3a) angeordnet, wobei der Abstand (A) und der Abstand (B) ein Verhältnis von 1:2 bis 1:6 zueinander aufweisen.

Figure imgaf001
Lattice girder (1a) for the construction of tunnel-shaped structures, which has a top flange (2a) and two bottom straps (3a), each extending in the longitudinal direction of the lattice girder (1a). Their vertices form the cross section of a triangle to each other. The lattice girder (1a) furthermore has transverse webs (5a), the upper web (2a) being connected in each case via truss braces (4a) to the lower girders (3a). The transverse webs (5a) each extend between two truss braces (4a), wherein they are arranged at a distance (A) to the upper flange (2a). According to the invention, the transverse webs (5a) are arranged at a distance (B) from the lower belts (3a), wherein the distance (A) and the distance (B) have a ratio of 1: 2 to 1: 6 relative to one another.
Figure imgaf001
EP11158440.5A 2010-03-31 2011-03-16 Formwork girder Active EP2372082B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202010004389U DE202010004389U1 (en) 2010-03-31 2010-03-31 girder

Publications (3)

Publication Number Publication Date
EP2372082A2 EP2372082A2 (en) 2011-10-05
EP2372082A3 true EP2372082A3 (en) 2015-07-29
EP2372082B1 EP2372082B1 (en) 2019-10-23

Family

ID=42309402

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11158440.5A Active EP2372082B1 (en) 2010-03-31 2011-03-16 Formwork girder

Country Status (2)

Country Link
EP (1) EP2372082B1 (en)
DE (2) DE202010004389U1 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102012108471B3 (en) 2012-09-11 2013-09-26 Bochumer Eisenhütte Heintzmann GmbH & Co. KG girder
DE102012108479A1 (en) * 2012-09-11 2014-03-13 Bochumer Eisenhütte Heintzmann GmbH & Co. KG girder
DE202012103456U1 (en) 2012-09-11 2012-09-28 Bochumer Eisenhütte Heintzmann GmbH & Co. KG girder
DE202012011689U1 (en) 2012-11-28 2013-12-03 Sz Schacht- Und Streckenausbau Gmbh girder
DE102013021701A1 (en) 2013-07-31 2015-02-05 Sz Schacht- Und Streckenausbau Gmbh girder
DE202013011404U1 (en) 2013-07-31 2014-11-04 Sz Schacht- Und Streckenausbau Gmbh girder
DE102014000594B4 (en) 2013-12-27 2015-12-31 Sz Schacht- Und Streckenausbau Gmbh compliant element
DE202014000435U1 (en) 2013-12-27 2015-04-01 Sz Schacht- Und Streckenausbau Gmbh compliant element
DE102014010212B3 (en) * 2014-07-10 2015-12-24 Bochumer Eisenhütte Heintzmann GmbH & Co. KG Girder connection
CN111691608A (en) * 2020-06-22 2020-09-22 沙洲职业工学院 High-strength plastic support member for cast-in-situ floor slab hogging moment rib

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT208566B (en) * 1958-01-15 1960-04-11 Avi Alpenlaendische Vered Lightweight carrier
CH434658A (en) * 1965-10-08 1967-04-30 Avi Alpenlaendische Vered Lattice girder without lower chords
DE2157583A1 (en) * 1971-11-20 1973-12-13 Sogedic Sa Plastic spacer - for concrete reinforcement and extruded in hard pvc
EP0073733A1 (en) * 1981-09-01 1983-03-09 Pantex-Stahl AG Grid-like girder for the support of underground galleries and shafts
DE19711627C2 (en) * 1996-12-02 1997-12-11 Seiz Rudolf Lattice girder removal frame and stiffening elements for a lattice girder removal frame
DE20021580U1 (en) * 2000-04-27 2001-08-16 Seiz Rudolf Four-belt lattice support frame and stiffening elements for a lattice support frame with high load-bearing capacity and economical production
DE10020006C1 (en) * 2000-04-25 2001-12-13 Rudolf Seiz Structural grid support frame for mining and tunneling industry has reinforcing elements between parallel rods provided by individual struts extending along side edges of pyramid
DE102005006297A1 (en) * 2005-02-11 2006-08-24 Seiz, Rudolf, Dipl.-Ing. Triangular cross section support frame, especially for tunnel construction, has welded design with three parallel rods linked by two zigzag wire profiles and cross braces

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19835557B4 (en) * 1998-08-06 2008-05-29 Bochumer Eisenhütte Heintzmann GmbH & Co. KG Stackable lattice girder removal frame and stiffeners for this frame

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT208566B (en) * 1958-01-15 1960-04-11 Avi Alpenlaendische Vered Lightweight carrier
CH434658A (en) * 1965-10-08 1967-04-30 Avi Alpenlaendische Vered Lattice girder without lower chords
DE2157583A1 (en) * 1971-11-20 1973-12-13 Sogedic Sa Plastic spacer - for concrete reinforcement and extruded in hard pvc
EP0073733A1 (en) * 1981-09-01 1983-03-09 Pantex-Stahl AG Grid-like girder for the support of underground galleries and shafts
DE19711627C2 (en) * 1996-12-02 1997-12-11 Seiz Rudolf Lattice girder removal frame and stiffening elements for a lattice girder removal frame
DE10020006C1 (en) * 2000-04-25 2001-12-13 Rudolf Seiz Structural grid support frame for mining and tunneling industry has reinforcing elements between parallel rods provided by individual struts extending along side edges of pyramid
DE20021580U1 (en) * 2000-04-27 2001-08-16 Seiz Rudolf Four-belt lattice support frame and stiffening elements for a lattice support frame with high load-bearing capacity and economical production
DE102005006297A1 (en) * 2005-02-11 2006-08-24 Seiz, Rudolf, Dipl.-Ing. Triangular cross section support frame, especially for tunnel construction, has welded design with three parallel rods linked by two zigzag wire profiles and cross braces

Also Published As

Publication number Publication date
DE202010004389U1 (en) 2010-07-01
EP2372082B1 (en) 2019-10-23
EP2372082A2 (en) 2011-10-05
DE202011110561U1 (en) 2014-09-01

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