EP0040815A2 - Poutre composite dans la construction préfabriquée - Google Patents

Poutre composite dans la construction préfabriquée Download PDF

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Publication number
EP0040815A2
EP0040815A2 EP81103888A EP81103888A EP0040815A2 EP 0040815 A2 EP0040815 A2 EP 0040815A2 EP 81103888 A EP81103888 A EP 81103888A EP 81103888 A EP81103888 A EP 81103888A EP 0040815 A2 EP0040815 A2 EP 0040815A2
Authority
EP
European Patent Office
Prior art keywords
web
section
ceiling
composite
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.)
Granted
Application number
EP81103888A
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German (de)
English (en)
Other versions
EP0040815A3 (en
EP0040815B1 (fr
Inventor
Ulrich Fiergolla
Josef Rottmayr
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to AT81103888T priority Critical patent/ATE9020T1/de
Publication of EP0040815A2 publication Critical patent/EP0040815A2/fr
Publication of EP0040815A3 publication Critical patent/EP0040815A3/de
Application granted granted Critical
Publication of EP0040815B1 publication Critical patent/EP0040815B1/fr
Expired legal-status Critical Current

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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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • E04C3/294—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete of concrete combined with a girder-like structure extending laterally outside the element
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement

Definitions

  • the invention relates to a composite beam in assembly design as a rigid connection of prefabricated ceiling panels.
  • the steel structure consists of trusses with L-lower chords, e.g. U.S. Patent 19 79 643; 40 56 908, and DE-OS 21 23 351, or from honeycomb carriers according to US-PS 41 15 971.
  • the individual ceiling tiles are prefabricated in transportable sizes in the workshop and put together on the construction site to form a ceiling or a bridge.
  • the individual ceiling panels can be reinforced concrete panels or composite constructions with uniaxial steel constructions, the composite being carried out as in the local construction methods (DE-OS 21 53 495, US-PS 20 00 110).
  • Composite beams with prefabricated ceiling panels are known e.g. from the bridge construction.
  • prefabricated ceiling panels are screwed onto a double-T beam so that they are non-slipping (HV connection according to DIN 1050).
  • the plate joints are filled with in-situ concrete.
  • headed dowels or oarlocks are welded onto the top chord of a double-T beam in such a way that they protrude into recesses in the ceiling panels, which are filled with in-situ concrete. After the concrete has hardened in the panel joints and the recesses, a composite beam is available as a rigid connection for prefabricated ceiling panels. This type of design is also assumed in DE-AS 15 34 703 "ceiling construction in composite girder construction".
  • Such composite beams have various disadvantages. What they all have in common is that the shear connection between the belts by means of composite means, such as non-slip screwing or oarlocks, has a single cut and therefore requires a high amount of composite means.
  • the upper chord is weakened by individual recesses with inferior in-situ concrete filling or continuous loss of cross-section due to the space required for the screw connection.
  • This has a particularly disadvantageous effect on edge beams because a distribution of the upper chord force in the ceiling tile results in cross-sectional twisting of the composite beam.
  • the upper flange of the double-T profile is arranged under the ceiling panel in all of the above-mentioned designs, that is to say statically unfavorable and hardly used.
  • a specific disadvantage of the composite girder mentioned last is the interruption of the bending stiffness of the ceiling slab transverse to the composite girder axis, which is mandatory with this embodiment. This makes e.g. cantilevering the ceiling panels is not possible or only with additional effort.
  • the invention has for its object to provide a composite girder in assembly design as a rigid connection of prefabricated ceiling panels, which allows the necessary shear connection between the belts with less effort, which allows a statically better material utilization and which maintains the bending stiffness of the ceiling panels across the composite girder direction without additional effort.
  • this object is achieved according to the invention in that the top flange and the web are divided into sections, the length of which in is essentially equal to the width of the associated ceiling tile that the upper flange and a part of the web of each section adjacent to it are embedded in the prefabrication of the ceiling tile, and that during assembly the web parts of each section projecting downward from the ceiling tiles with their lower Parts are connected to the continuous bottom chord.
  • the top chord has no weakening recesses.
  • the cross-sectional parts, in particular of the upper chord, are at the statically most favorable point.
  • the bending stiffness of the ceiling tiles in the direction across the beam is undisturbed.
  • the web or each web plate of each section consists of one half of a zigzag-shaped wide flat steel.
  • the lower reinforcement of the ceiling slab can be guided transversely to the composite girder plane during the prefabrication through the openings.
  • connection between the web of each section and the continuous lower chord must transmit the forces occurring from the web to the lower chord or from the lower chord to the web.
  • Form-fit connections are best suited for this purpose, but they require tight tolerances during prefabrication. According to claim 4, therefore, non-positive connections are preferred in which the web and lower flange are pressed or clamped so tightly that the forces are transmitted directly from the web to the lower flange or vice versa by static friction.
  • Slip-resistant screw connections are particularly suitable for this, in which screws made of heavy-duty material are tightened with a prescribed, high tightening torque and then press the elements to be connected together with a correspondingly high pressure. Such screws usually sit with play in the connection holes. It is therefore preferred according to claim 6, in each case open in the web downwards.
  • FIG. 1 essentially shows the connection of a composite girder according to the invention, namely the parts of two web sections la, lb, two upper belt sections 2a, 2b and two ceiling plates 3a, 3b, which are adjacent to the connecting joint or the joint, and a continuous lower belt 4 , which consists of two L-profiles in the illustrated exemplary embodiment.
  • Each web section la, 1b consists of three zigzag halved broad flat steels as web plates, to which the upper chord profiles 2a and 2b are welded. They are concreted into the ceiling slabs 3a and 3b in the workshop.
  • the continuous lower flange 4 is fastened to the support end supports (e.g. supports) and raised in the middle of the field by assembly supports.
  • the web plates la, b concreted in are inserted between the lower flange profiles 4a, b and connected to them by means of non-slip screw connection 5. Either holes or slots open at the bottom can be provided for the HV bolts in the multi-wall sheets. Tolerances across the composite girder plane are compensated by forcing the flexible web plates 1 in the direction of escape of the lower flange 4.
  • the outer multi-wall panels are spread downwards during assembly and the lower flange profiles are pressed apart. Spacers 6 serve this purpose.
  • Additional profiles 7 are screwed to both sides of a butt joint in the lower flange, or other reinforcements in order to transmit the transverse force which arises at the joint.
  • the pressure force transmission of the upper chord at the abutment of the ceiling slabs 3a, 3b is produced by an inserted steel piece 8 and the concrete filling 9.
  • Modifications to the construction shown are obvious for the person skilled in the art. Instead of a lower flange made of two L-profiles, a single T-profile can also be used, the multi-wall sheets then lying on the outside. Conversely, all of the multi-wall sheets can also lie close together so that they can be inserted together between L-profiles of the lower flange, the distance between the two lower flange profiles is then correspondingly larger.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Composite Materials (AREA)
  • Chemical & Material Sciences (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Bridges Or Land Bridges (AREA)
  • Tents Or Canopies (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP81103888A 1980-05-23 1981-05-20 Poutre composite dans la construction préfabriquée Expired EP0040815B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81103888T ATE9020T1 (de) 1980-05-23 1981-05-20 Verbundtraeger in montagebauweise.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19803019744 DE3019744A1 (de) 1980-05-23 1980-05-23 Verbundtraeger in montagebauweise als biegesteife verbindung vorgefertigter deckenplatten
DE3019744 1980-05-23

Publications (3)

Publication Number Publication Date
EP0040815A2 true EP0040815A2 (fr) 1981-12-02
EP0040815A3 EP0040815A3 (en) 1982-02-24
EP0040815B1 EP0040815B1 (fr) 1984-08-15

Family

ID=6103158

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81103888A Expired EP0040815B1 (fr) 1980-05-23 1981-05-20 Poutre composite dans la construction préfabriquée

Country Status (6)

Country Link
US (1) US4416099A (fr)
EP (1) EP0040815B1 (fr)
JP (1) JPS579944A (fr)
AT (1) ATE9020T1 (fr)
CA (1) CA1160469A (fr)
DE (2) DE3019744A1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1278922A1 (fr) * 2000-04-26 2003-01-29 Flex-Frame L.L.C Construction avec poutre a treillis dissymetrique
CN103556780A (zh) * 2013-10-29 2014-02-05 刘阳 一种翼缘防屈曲型钢-混凝土组合梁
CN104947837A (zh) * 2015-06-25 2015-09-30 宁波大学 一种预制装配式钢筋桁架组合楼板及其拼接方法
AT517824A1 (de) * 2015-09-21 2017-04-15 Franz Oberndorfer Gmbh & Co Kg Platte, insbesondere Boden- bzw. Deckenplatte für ein Bauwerk
CN110359358A (zh) * 2019-06-06 2019-10-22 浙江大学 钢-混凝土组合结构锥形铸铁螺栓连接件
FR3114823A1 (fr) * 2020-10-07 2022-04-08 Aevia Système de pont modulaire et son procédé de fabrication

Families Citing this family (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5279093A (en) * 1991-12-11 1994-01-18 Mulach Parking Structures Corp. Composite girder with apparatus and method for forming the same
DE29615361U1 (de) * 1996-09-04 1996-11-14 Maack, Peter, Dr.-Ing., 21376 Salzhausen Decke für Gebäude
US5884442A (en) * 1997-03-28 1999-03-23 Structural Systems Ltd. Composite joist and concrete panel assembly
US8272618B2 (en) * 2004-11-30 2012-09-25 The Boeing Company Minimum bond thickness assembly feature assurance
US20060115320A1 (en) * 2004-11-30 2006-06-01 The Boeing Company Determinant assembly features for vehicle structures
US7555873B2 (en) * 2004-11-30 2009-07-07 The Boeing Company Self-locating feature for a pi-joint assembly
US20070256389A1 (en) * 2006-05-03 2007-11-08 Davis John D Sheet Metal Web Stiffener And Chord Nailing Restrictor For Wooden I-Joist
JP4960788B2 (ja) * 2007-07-13 2012-06-27 三井造船株式会社 鋼とコンクリートの複合桁の桁端部構造
JP4960789B2 (ja) * 2007-07-18 2012-06-27 三井造船株式会社 鋼とコンクリートの複合桁の接合部構造
US8161691B2 (en) 2008-05-14 2012-04-24 Plattforms, Inc. Precast composite structural floor system
US8297017B2 (en) 2008-05-14 2012-10-30 Plattforms, Inc. Precast composite structural floor system
KR101018824B1 (ko) * 2009-01-12 2011-03-04 (주)네오크로스구조엔지니어링 티형 강재를 이용한 합성보 제작방법 및 이를 이용한 구조물 시공방법
US8479460B1 (en) * 2009-08-18 2013-07-09 Consolidated Systems, Inc. High shear roof deck system
US8453406B2 (en) 2010-05-04 2013-06-04 Plattforms, Inc. Precast composite structural girder and floor system
US8381485B2 (en) 2010-05-04 2013-02-26 Plattforms, Inc. Precast composite structural floor system
CN112176850B (zh) * 2020-09-30 2022-07-01 长沙理工大学 一种钢-uhpc组合结构剪力连接件及其制作安装方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR734787A (fr) * 1932-04-06 1932-10-28 éléments mixtes de charpente métallique et de ciment pur, mortier de ciment, béton de ciment ou analogues, et application desdits éléments
FR1209835A (fr) * 1953-05-19 1960-03-03 Olin Mathieson Procédé pour la préparation de dérivés de l'oxyde de 2-mercaptopyridine-1
FR1296632A (fr) * 1961-05-08 1962-06-22 Grands Travaux De Marseille Sa Solidarisation d'une dalle en béton à une poutre métallique
FR1309835A (fr) * 1961-05-09 1962-11-23 Planchers en complexe acier-béton
DE1434057A1 (de) * 1961-08-08 1969-03-13 Krupp Gmbh Verbundkonstruktion

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DD94693A (fr) *
DE76977C (de) * DRENCKHAHN & SUDHOP in Braunschweig, Brabantstrafse 4 Trägerdecke
US1047030A (en) * 1912-05-14 1912-12-10 William Pinckney Francis Composite building-beam.
US1906683A (en) * 1931-05-26 1933-05-02 Walter H Weiskopf Plate girder
US2000110A (en) * 1931-12-05 1935-05-07 Nat Gypsum Co Floor slab construction
US1979643A (en) * 1934-03-07 1934-11-06 Rolf K O Sahlberg Composite beam
DE847014C (de) * 1948-10-02 1952-08-18 Maschf Augsburg Nuernberg Ag Strassenbruecke mit Flachblech
NL106948C (fr) * 1958-12-24
US3093932A (en) * 1960-04-22 1963-06-18 Dreier Sidney Floor construction and method of providing same
US3263387A (en) * 1965-08-09 1966-08-02 William M Simpson Fabricated non-symmetrical beam
US3385015A (en) * 1966-04-20 1968-05-28 Margaret S Hadley Built-up girder having metal shell and prestressed concrete tension flange and method of making the same
IL36780A (en) * 1970-05-28 1974-09-10 Hambro Structural Systems Ltd Shuttering provided with a sheet steel joist
DE2153495A1 (de) * 1971-10-27 1973-05-10 Rheinstahl Ag Fertigteildeckenplatte fuer den montagebau
US4056908A (en) * 1975-08-07 1977-11-08 Mcmanus Ira J Composite concrete slab and steel joist construction
US4115971A (en) * 1977-08-12 1978-09-26 Varga I Steven Sawtooth composite girder

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR734787A (fr) * 1932-04-06 1932-10-28 éléments mixtes de charpente métallique et de ciment pur, mortier de ciment, béton de ciment ou analogues, et application desdits éléments
FR1209835A (fr) * 1953-05-19 1960-03-03 Olin Mathieson Procédé pour la préparation de dérivés de l'oxyde de 2-mercaptopyridine-1
FR1296632A (fr) * 1961-05-08 1962-06-22 Grands Travaux De Marseille Sa Solidarisation d'une dalle en béton à une poutre métallique
FR1309835A (fr) * 1961-05-09 1962-11-23 Planchers en complexe acier-béton
DE1434057A1 (de) * 1961-08-08 1969-03-13 Krupp Gmbh Verbundkonstruktion

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Bau-Maschine und Bau-Technik, (Bau-Verlag GmbH., Wiesbaden), 14. Jahrgang, Heft 3, Marz 1967, seiten 81-84 PROF. DR.-ING. K. ROIK. "Die Trockene Verbundbauweise" *

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1278922A1 (fr) * 2000-04-26 2003-01-29 Flex-Frame L.L.C Construction avec poutre a treillis dissymetrique
EP1278922A4 (fr) * 2000-04-26 2007-01-03 Girder Slab Technologies Llc Construction avec poutre a treillis dissymetrique
CN103556780A (zh) * 2013-10-29 2014-02-05 刘阳 一种翼缘防屈曲型钢-混凝土组合梁
CN103556780B (zh) * 2013-10-29 2016-05-18 华侨大学 一种翼缘防屈曲型钢-混凝土组合梁
CN104947837A (zh) * 2015-06-25 2015-09-30 宁波大学 一种预制装配式钢筋桁架组合楼板及其拼接方法
AT517824A1 (de) * 2015-09-21 2017-04-15 Franz Oberndorfer Gmbh & Co Kg Platte, insbesondere Boden- bzw. Deckenplatte für ein Bauwerk
AT517824B1 (de) * 2015-09-21 2017-10-15 Franz Oberndorfer Gmbh & Co Kg Platte, insbesondere Boden- bzw. Deckenplatte für ein Bauwerk
CN110359358A (zh) * 2019-06-06 2019-10-22 浙江大学 钢-混凝土组合结构锥形铸铁螺栓连接件
FR3114823A1 (fr) * 2020-10-07 2022-04-08 Aevia Système de pont modulaire et son procédé de fabrication
WO2022074146A1 (fr) * 2020-10-07 2022-04-14 Aevia Système de pont modulaire et son procédé de fabrication

Also Published As

Publication number Publication date
ATE9020T1 (de) 1984-09-15
CA1160469A (fr) 1984-01-17
DE3019744A1 (de) 1981-12-03
US4416099A (en) 1983-11-22
EP0040815A3 (en) 1982-02-24
DE3165537D1 (en) 1984-09-20
JPS579944A (en) 1982-01-19
EP0040815B1 (fr) 1984-08-15

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