EP1930520B1 - Construction en treillis modulaire en béton - Google Patents

Construction en treillis modulaire en béton Download PDF

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Publication number
EP1930520B1
EP1930520B1 EP07122044A EP07122044A EP1930520B1 EP 1930520 B1 EP1930520 B1 EP 1930520B1 EP 07122044 A EP07122044 A EP 07122044A EP 07122044 A EP07122044 A EP 07122044A EP 1930520 B1 EP1930520 B1 EP 1930520B1
Authority
EP
European Patent Office
Prior art keywords
elements
flanges
framework construction
joint
construction according
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.)
Not-in-force
Application number
EP07122044A
Other languages
German (de)
English (en)
Other versions
EP1930520B9 (fr
EP1930520A2 (fr
EP1930520A3 (fr
Inventor
Nguyen Viet Tue
Stefan Henze
Michael Küchler
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.)
Max Boegl Bauunternehmung GmbH and Co KG
Original Assignee
Max Boegl Bauunternehmung 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 Max Boegl Bauunternehmung GmbH and Co KG filed Critical Max Boegl Bauunternehmung GmbH and Co KG
Publication of EP1930520A2 publication Critical patent/EP1930520A2/fr
Publication of EP1930520A3 publication Critical patent/EP1930520A3/fr
Publication of EP1930520B1 publication Critical patent/EP1930520B1/fr
Application granted granted Critical
Publication of EP1930520B9 publication Critical patent/EP1930520B9/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04C3/205—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 with apertured web, e.g. frameworks, trusses
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D6/00—Truss-type bridges
    • 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
    • E04C3/22—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 built-up by elements jointed in line
    • 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
    • E04C3/26—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 prestressed
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/28—Concrete reinforced prestressed
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/28—Concrete reinforced prestressed
    • E01D2101/285—Composite prestressed concrete-metal

Definitions

  • the coupling elements 5 have at least one recess for the passage of one or more tension elements 6 or at least one anchoring possibility for one or more tension elements 6.
  • the recesses can be realized by cladding tubes or holes.
  • the anchoring of tension elements 6 can directly on a side surface of the coupling element 5 via contact or with cast in the coupling element 5 anchor bodies, z. B. threaded sleeves done.
  • recesses can be produced by holes or ducts, z. B. thorns can be anchored in the coupling elements 5.
  • tension elements 6 other suitable design, for.
  • clamping elements made of carbon fibers or prestressing steels with rolled thread used.
  • Fig. 2 Possible embodiments of the infill of the truss structure are shown. Shown are a stand truss, a strut truss and a strut truss with posts.
  • the trusses used, ie the straps 1.1, diagonal 2 and post 2 are identical in all Ausfachungsart.
  • the change in the geometry of the truss binder is realized solely by the node element 4.1.
  • the height of the truss, the inclination of the diagonal 2 and the distance of the posts 2 can also be easily varied. For this purpose, only the side surfaces of the node element 4.1 to tilt at a different angle and adjust the lengths of the diagonal 2 and 2 posts.
  • Fig. 8 shows a way to connect a stiffening system by means of the coupling element 5.2 to the main support system.
  • the coupling element 5.2 is arranged at the nodes at which the stiffening system is to be connected to the main support system.
  • the upper flange 1.1 is interrupted above the node element 4.1 in order to be able to use the coupling element 5.2.
  • the coupling element 5.2 is connected to the node elements 4.1, the post 2 and the lower flange 1.1 by means of the tension element 6.1. Thereafter, the upper flange 1.1 is clamped by means of the tension elements 6.2 with the coupling element 5.2.
  • the stiffening element 3 is connected to the coupling element 5.2 by means of a contact shock.
  • the contact joint is biased by means of screws 8 and thorns 8, which are anchored in the coupling element 5.2 and stiffening element 3. As a result, tensile and shear forces are transferable in the contact joint.

Claims (19)

  1. Construction de charpente modulaire en béton, comportant les éléments modulaires séparés suivants : des membrures (1), des étances (2) et/ou des diagonales (2) ainsi que des éléments de noeud (4), des éléments de traction (6) et, le cas échéant, des éléments de couplage (5), sachant que
    - les membrures (1) ainsi que les étances (2) et/ou les diagonales (2) sont réalisées en béton,
    - des évidements sont prévus dans les membrures (1), les étances (2) et/ou les diagonales (2) ainsi que les éléments de noeuds (4),
    - les éléments de traction (6) sont disposés à travers les évidements,
    - les éléments de noeuds (4) sont disposés entre les membrures (1) et les étances (2) et/ou les diagonales (2) et
    - les membrures (1) avec les éléments de traction (6) sont croisillonnées les unes avec les autres par intercalage des éléments de noeuds (4) et des étances (2) et/ou des diagonales (2), caractérisée en ce que
    les éléments de noeuds (4) sont disposés au-dessous ou au-dessus des membrures (1) et, qu'ainsi, les membrures (1) s'étendent sans interruption aux éléments de noeuds (4), si bien qu'il n'existe aucun assemblage de noeuds monolithique.
  2. Construction de charpente selon la revendication précédente, caractérisée en ce que les membrures (1), les étances (2) et/ou les diagonales (2) sont mises en commun avec les éléments de noeuds (4) par un joint de compression.
  3. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que, pour la transmission des efforts de traction et de poussée, les joints de contact entre les membrures (1); les étances (2) et/ou les diagonales (2) et les éléments de noeuds (4) et/ou les éléments de couplage (5) sont précontraints et/ou réalisés par des assemblages collés appropriés.
  4. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que, pour précontraindre les joints de contact entre les membrures (1) et les éléments de noeuds (4) et/ou les éléments de couplage (5), les éléments de traction (6) sont ancrés dans les éléments de noeuds (4) et/ou les membrures (1) et/ou les éléments de couplage (5).
  5. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que, du fait de la variation de l'angle d'inclinaison des surfaces latérales des éléments de couplage (4), diagonales (2) et/ou membrures (1), le raccordement aux éléments de noeuds (4) s'effectue à des angles d'inclinaison quelconques des contre-fiches.
  6. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que des éléments de traction sont fixés aux éléments de noeuds (4) et/ou aux éléments de couplage (5) à l'aide des dispositifs existant sur eux et/ou à l'aide de corps d'ancrage intégrés dans les éléments de noeuds (4) et/ou les éléments de couplage (5).
  7. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que des éléments de couplage (5) sont intégrés dans la construction de charpente.
  8. Construction de charpente selon la revendication 7, caractérisée en ce que des systèmes porteurs secondaires et/ou des éléments de raidissement (3) de systèmes de raidissement sont connectés aux éléments de couplage (5) à l'aide d'un joint de compression et/ou que des sections de membrure individuelles (1) sont mises en commun.
  9. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que des grilles de poutres sont réalisées avec les éléments de couplage (5) via des joints de compression.
  10. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que des connexions à emboîtement sont disposées pour l'assemblage des éléments de couplage (5) avec les membrures (1), les étances (2) et/ou les diagonales (2), les éléments de raidissement (3) et/ou les éléments de noeuds (4).
  11. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que des évidements ou des tubes de gainage existent dans les éléments de couplage (5), si bien que des éléments de traction (6) puissent être disposés à travers l'élément de couplage (5).
  12. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce qu'une structure suspendue (7) est intégrée dans la construction de charpente, qui sert au raccordement des éléments (3) de systèmes de raidissement et/ou au raccordement de systèmes porteurs secondaires.
  13. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce qu'il existe une séparation nette entre les membrures (1), les étances (2) et/ou les diagonales (2), les éléments de raidissements (3), les éléments de noeuds (4), les éléments de couplage (5) et les éléments de traction (6), si bien que ces derniers, selon les exigences statiques, peuvent être réalisés en matériaux de nature, rigidité et propriétés de mise en oeuvre différentes.
  14. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que les membrures (1), les étances (2) et/ou les diagonales (2) et/ou les éléments de raidissement (3) sont réalisés en béton, béton armé, béton précontraint, béton de ciment et de fibres ou combinaison de ces matériaux.
  15. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que les membrures (1), les étances (2) et/ou les diagonales (2) et/ou les éléments de raidissement (3) sont réalisés en tubes ou profilés creux remplis de béton.
  16. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que les éléments de noeuds (4) et/ou les éléments de couplage (5) sont réalisés en béton, acier, matériaux composites renforcés par des fibres ou sont une combinaison de ces matériaux et/ou armés.
  17. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que les membrures (1), les étances (2), les diagonales (2), les éléments de noeuds (4) et/ou les éléments de couplage (5) sont réalisés en béton à haute rigidité ou à très haute rigidité.
  18. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que les joints de compression sont fabriquées par coffrage à côtes exactes et/ou meulage des surfaces de contact.
  19. Construction de charpente selon l'une au moins des revendications précédentes, caractérisée en ce que les surfaces de contact sont réalisées à côtes exactes dans les joints de compression pour le surhaussement de la construction de charpente.
EP07122044A 2006-12-01 2007-11-30 Construction en treillis modulaire en béton Not-in-force EP1930520B9 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006056866A DE102006056866A1 (de) 2006-12-01 2006-12-01 Modulare Fachwerkkonstruktion aus Beton und ein Verfahren zu deren Herstellung und Montage

Publications (4)

Publication Number Publication Date
EP1930520A2 EP1930520A2 (fr) 2008-06-11
EP1930520A3 EP1930520A3 (fr) 2009-11-25
EP1930520B1 true EP1930520B1 (fr) 2011-11-02
EP1930520B9 EP1930520B9 (fr) 2012-03-14

Family

ID=38947712

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07122044A Not-in-force EP1930520B9 (fr) 2006-12-01 2007-11-30 Construction en treillis modulaire en béton

Country Status (3)

Country Link
EP (1) EP1930520B9 (fr)
AT (1) ATE531867T1 (fr)
DE (1) DE102006056866A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103276833A (zh) * 2013-06-10 2013-09-04 北京工业大学 一种工业化装配式异形柱框架-钢板剪力墙钢结构体系
CN103510649A (zh) * 2013-09-24 2014-01-15 东南大学 一种预制装配轻钢耐火组合楼盖结构

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DE102008063548A1 (de) 2008-12-18 2010-07-01 Ungerer, Klaus, Dipl.-Ing. Rahmenkonstruktion für Wohn- oder Bürogebäude
DE102011004820A1 (de) * 2011-02-28 2012-08-30 Homag Holzbearbeitungssysteme Gmbh Fördervorrichtung
DE202011109265U1 (de) 2011-12-20 2012-01-31 Stefan Giebler System zur Errichtung eines modularen Betonfachwerks und mit dem System errichtetes modulares Betonfachwerk
CN102979169B (zh) * 2012-11-26 2014-11-05 北京工业大学 一种多高层装配式钢结构中心支撑体系
CN102995744B (zh) * 2012-11-26 2015-05-20 北京工业大学 一种工业化多高层装配式钢结构框架-预应力中心支撑体系
FR3013747B1 (fr) * 2013-11-22 2017-01-06 Julien Lebourgeois Poteau porteur en bfup integre a un complexe de facade, ossatures et facades associees
DE102014009936A1 (de) 2014-07-04 2016-01-07 Stefan Henze Vakuum-Isolationselement und zwei Verfahren zur Herstellung
CN105133726A (zh) * 2015-09-25 2015-12-09 郑州大学 装配整体式混凝土框架结构体系及其构成的框剪结构体系
DE102017200671A1 (de) * 2017-01-17 2018-07-19 Thyssenkrupp Ag Pfeiler mit lastverzweigendem Knoten und einstellbaren Auslaufwinkel
CN108547213A (zh) * 2018-04-10 2018-09-18 江苏三工钢桥股份有限公司 一种钢结构桥梁节点连接装置及安装方法

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103276833A (zh) * 2013-06-10 2013-09-04 北京工业大学 一种工业化装配式异形柱框架-钢板剪力墙钢结构体系
CN103276833B (zh) * 2013-06-10 2015-07-29 北京工业大学 一种工业化装配式异形柱框架-钢板剪力墙钢结构体系
CN103510649A (zh) * 2013-09-24 2014-01-15 东南大学 一种预制装配轻钢耐火组合楼盖结构
CN103510649B (zh) * 2013-09-24 2015-07-29 东南大学 一种预制装配轻钢耐火组合楼盖结构

Also Published As

Publication number Publication date
ATE531867T1 (de) 2011-11-15
DE102006056866A1 (de) 2008-07-17
EP1930520B9 (fr) 2012-03-14
EP1930520A2 (fr) 2008-06-11
EP1930520A3 (fr) 2009-11-25

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