EP0044271A1 - Jonction d'un élément de béton armé avec au moins un autre élément de construction - Google Patents

Jonction d'un élément de béton armé avec au moins un autre élément de construction Download PDF

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Publication number
EP0044271A1
EP0044271A1 EP81810190A EP81810190A EP0044271A1 EP 0044271 A1 EP0044271 A1 EP 0044271A1 EP 81810190 A EP81810190 A EP 81810190A EP 81810190 A EP81810190 A EP 81810190A EP 0044271 A1 EP0044271 A1 EP 0044271A1
Authority
EP
European Patent Office
Prior art keywords
connection
forces
reinforced concrete
components
transverse plate
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
EP81810190A
Other languages
German (de)
English (en)
Other versions
EP0044271B1 (fr
Inventor
Stanislaw Bryl
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.)
Geilinger AG
Original Assignee
Geilinger AG
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 Geilinger AG filed Critical Geilinger AG
Priority to AT81810190T priority Critical patent/ATE8163T1/de
Publication of EP0044271A1 publication Critical patent/EP0044271A1/fr
Application granted granted Critical
Publication of EP0044271B1 publication Critical patent/EP0044271B1/fr
Expired legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders

Definitions

  • the invention relates to a reinforcing or connecting element, preferably made of steel, for locally reinforcing the reinforced concrete parts at a point of connection with other components.
  • the invention has for its object to provide an improvement especially in this regard.
  • the invention lies in at least one longitudinal and one transverse plate for generating frictional forces caused by the internal forces of the interconnected components on the surfaces, in particular of the transverse plate.
  • This creates a spatial reinforcement or connecting element that can be welded together, for example, from steel sheets of 10 to 80 mm thick and other steel profiles, and in the case of the shape and location of these parts the internal forces of the components to be joined together in an advantageous manner.
  • the execution technology can be simplified, the costs can be reduced.
  • a reinforcement element designated as a whole by 10 (FIGS. 1 to 3) consists of, for example, 20 cm high and 2 cm thick longitudinal sheets 1, which have a 20 cm high and 3 cm thick cross plate 2 are connected.
  • An I-profile for example a crossbar 3 having INP 18, is welded in between longitudinal sheets 1 which are provided with holes 4.
  • the reinforcing element 10 is in place.
  • 32 of the connection of a pressure belt 7, a truss post 6 and a tension diagonal 8 screwed to the web 3 by means of screws 31 are concreted in.
  • the compressive forces D directed towards the connection point 32 are assumed, in the truss post 6 the axial force E and in the tension diagonal 8 the tensile force F directed away from the connection point 32.
  • the compressive forces D in the belt 7 generate 2 pressing forces and thus friction on the smooth surfaces (friction surfaces) 2a of the transverse plate, which are without ribs or the like.
  • the frictional forces serve to establish the equilibrium of the forces D, E, F at the connection point 32.
  • the reinforcement or connecting element 33 consists of two transversely arranged, e.g. 16 cm high and 2 cm thick flat steels 12. In the middle are e.g. 16 cm high and 2 cm thick longitudinal flat steel 13 welded. U-profiles 14 are welded to the free ends of the flat steels 12, 13. Together with the transverse plates 12 and the longitudinal plates 13, they form a closed, rectangular frame.
  • the element 33 is suitable for the transmission of moments.
  • FIG. 8 shows a point 34 of the connection of a horizontal plate strip (ceiling or floor) 15 to a wall 16, both of which are made of reinforced concrete.
  • Element 33 is on the ver binding site 34 concreted.
  • a connection torque M caused by the plate strip 15 generates frictional forces on the pressure surfaces 12a of the transverse plates 12.
  • the force pair G, H equivalent to the moment M can therefore be introduced into the wall 16.
  • the transmission of the moment M is improved by the closed shape of the reinforcing element 33, since a displacement between the concrete of the parts 15, 16 and the reinforcing element 33 is impossible.
  • cross plates 19 a three-part, 40 cm high and 4 cm thick longitudinal plate 20 welded.
  • U-profiles 21, each consisting of two angle irons, are welded to the free ends of the sheets 19, 20, so that an element 35 with a closed frame is formed.
  • the element 35 is suitable for the simultaneous transmission of axial forces and moments.
  • the point 36 of a connection between a foundation or base plate 22 and a steel support 23 clamped therein is shown.
  • the reinforcing element 35 is concreted into the foundation plate 22 made of reinforced concrete and connected to the steel support 23 by means of weld seams 37.
  • the normal force (weight force) of the support 23 is J and the support is subjected to a moment N. Then 22 bending moments P, Q and lateral forces K, L are generated in the foundation plate.
  • the bending moments P, Q create frictional forces on the smooth surfaces 19a, 21a, which are designed without special ribs or the like, whereby the transmission of the force J exerted by the support 23 and the moment N to the foundation plate 22 is ensured.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)
  • Lining And Supports For Tunnels (AREA)
EP81810190A 1980-07-10 1981-05-19 Jonction d'un élément de béton armé avec au moins un autre élément de construction Expired EP0044271B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81810190T ATE8163T1 (de) 1980-07-10 1981-05-19 Verbindung von einem stahlbetonbauteil mit zumindest einem anderen bauteil.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH5293/80A CH650300A5 (de) 1980-07-10 1980-07-10 Verbindung von einem stahlbetonbauteil mit zumindest einem anderen bauteil.
CH5293/80 1980-07-10

Publications (2)

Publication Number Publication Date
EP0044271A1 true EP0044271A1 (fr) 1982-01-20
EP0044271B1 EP0044271B1 (fr) 1984-06-27

Family

ID=4291162

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81810190A Expired EP0044271B1 (fr) 1980-07-10 1981-05-19 Jonction d'un élément de béton armé avec au moins un autre élément de construction

Country Status (4)

Country Link
EP (1) EP0044271B1 (fr)
AT (1) ATE8163T1 (fr)
CH (1) CH650300A5 (fr)
DE (1) DE3026824A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5205804A (en) * 1990-12-10 1993-04-27 Hall Henry V Method for strengthening the muscles of the lower back
CN109441001A (zh) * 2018-11-30 2019-03-08 精工工业建筑系统有限公司 一种带有保温夹层的预制外墙板
CN110147622A (zh) * 2019-05-23 2019-08-20 重庆交通大学 确定全装配式钢-混组合梁桥的裂缝宽度的方法

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2697930A (en) * 1950-03-21 1954-12-28 David B Cheskin Slab supporting frame for reinforced concrete building construction
CH382950A (de) * 1964-04-23 1964-10-15 Geilinger & Co Abstützvorrichtung einer Eisenbetondecke

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2697930A (en) * 1950-03-21 1954-12-28 David B Cheskin Slab supporting frame for reinforced concrete building construction
CH382950A (de) * 1964-04-23 1964-10-15 Geilinger & Co Abstützvorrichtung einer Eisenbetondecke

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5205804A (en) * 1990-12-10 1993-04-27 Hall Henry V Method for strengthening the muscles of the lower back
CN109441001A (zh) * 2018-11-30 2019-03-08 精工工业建筑系统有限公司 一种带有保温夹层的预制外墙板
CN109441001B (zh) * 2018-11-30 2023-09-19 精工工业建筑系统有限公司 一种带有保温夹层的预制外墙板
CN110147622A (zh) * 2019-05-23 2019-08-20 重庆交通大学 确定全装配式钢-混组合梁桥的裂缝宽度的方法

Also Published As

Publication number Publication date
CH650300A5 (de) 1985-07-15
ATE8163T1 (de) 1984-07-15
EP0044271B1 (fr) 1984-06-27
DE3026824A1 (de) 1982-02-04

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