EP0079413A1 - Disposition de la liaison des poteaux d'un bâtiment - Google Patents

Disposition de la liaison des poteaux d'un bâtiment Download PDF

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Publication number
EP0079413A1
EP0079413A1 EP81810454A EP81810454A EP0079413A1 EP 0079413 A1 EP0079413 A1 EP 0079413A1 EP 81810454 A EP81810454 A EP 81810454A EP 81810454 A EP81810454 A EP 81810454A EP 0079413 A1 EP0079413 A1 EP 0079413A1
Authority
EP
European Patent Office
Prior art keywords
support
attached
ceiling
arrangement according
supports
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.)
Ceased
Application number
EP81810454A
Other languages
German (de)
English (en)
Inventor
Hans-Ulrich Hintermeister
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 EP81810454A priority Critical patent/EP0079413A1/fr
Publication of EP0079413A1 publication Critical patent/EP0079413A1/fr
Ceased legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts

Definitions

  • the invention relates to an arrangement of an abutment of two columns of an at least two-story building.
  • a plate is inserted between the two abutting surfaces of the supports to be placed on one another, which plate is welded to the abutting surfaces of the supports.
  • the intermediate plate must be welded in at this known column butt on the construction site. For this reason, the joint must be arranged above an associated building ceiling and cannot be invisibly located at the level (i.e. within the thickness) of the ceiling itself.
  • the invention has for its object to provide a particularly improved arrangement of a column joint in this regard.
  • the invention lies in a guide part which is placed on the upper end of the lower support and at least partially surrounds this end and which at the same time forms a guide for the lower end of the upper support and is arranged within the thickness of an associated ceiling.
  • the column joint can be level (i.e. within the thickness) the associated ceiling. In this way, buckling of the stacked supports is avoided with certainty. When the concrete slab has been installed, nothing of the column joint can be seen. The ceiling gets a particularly pleasing look.
  • a plate 5 is welded at 6.
  • the supports 2, 4 are supported with their two abutment surfaces 31 against the plate 5.
  • the lower support 2 is connected to a collar-shaped, rectangular frame 8 using supports 9, e.g. welded into the frame 8.
  • the frame 8 is used to transmit the weight and other forces from the neighboring concrete ceiling 11.
  • the parts are assembled as follows.
  • the supports 2,4, the frame 8 and the plate 5 become the construction site transported.
  • There the support 2 is optionally set up together with the frame 8 and the plate 5 already attached to it.
  • After installing a formwork the ceiling 11 is concreted and then the formwork is removed again.
  • the support 4 is now welded on.
  • the welding points 6 must lie above the level 32 (the thickness) of the ceiling 11 because the welding must take place on the construction site.
  • the horizontal, e.g. 40 mm thick steel plate 5 is welded to two relatively long guide plates 12, 13 connected to the frame 8 and to two relatively short guide plates 14, 15 connected to it and running transversely thereto.
  • the plate 5 is milled on both sides, so that smooth, exactly parallel surfaces 10 are formed on it.
  • the guide part consisting of the elements 5, 12-15 is designated as a whole by 20.
  • the plate 5 is arranged loosely, that is to say without fastening, between the two abutment surfaces 31 of the supports 2, 4.
  • the parts are assembled as follows. In the workshop, the plate 5 is welded into the guide plates 12 to 15 of the frame 8 after processing its two surfaces 10.
  • the resulting impact unit designated as a whole as 17, is then transported to the construction site together with the two supports 2,4 to be stacked. Here the lower support 2 is set up (Fig. 5).
  • a wooden cladding 18 is then attached for the concrete slab 11 to be made.
  • the unit 17 is only on the casing 18, for example Attached nails; it rests loosely on the support 2 without being connected to it.
  • the lower part 21 of the guide plates 12 to 15 surrounds the upper end 1 of the support 2. As a result, the impact unit 17 is held and guided on the support 2 (FIG. 6).
  • the upper end 4 to be placed on the support 2 is then inserted with its lower end 3 into the impact unit 17 from above, as shown in FIG. 7.
  • the upper part 22 of the guide plates 12-15 acts as a guide.
  • the support 4 is seated on the push plate 5 in the desired position 4a, which is indicated by dashed lines in FIG. 7. This lies between the two abutment surfaces 31.
  • the unit 17 and thus the entire column joint lie within the level 32 of the ceiling 11.
  • the column 4 can be used without further ado after the ceiling 11 has been concreted. From below as from above, this creates a clean, pleasant appearance on the ceiling or floor.
  • the guide part is formed from a guide ring 20a surrounding both supports 2, 4.
  • the butt plate 5 is loosely inserted between the two supports 2, 4 and is not attached to the guide ring 20a.
  • the guide ring is supported on lugs 26 attached to the lower support 2.
  • the plate 5 is attached to the guide ring 20a.
  • FIG. 9 there is also no need for a butt plate between the two supports 2, 4, in particular if the supports have the same profile and the same size.
  • a lower support ring 27 can also be attached to the support 2 (FIG. 9). 3, 4, the guide plates 14, 15 can also be dispensed with.
  • the profile of the supports 2, 4 can be designed differently and be of different sizes. For example, also be box-shaped or circular. Depending on the shape and size of the profile of the two supports 2, 4, the butt plate 5 can be dispensed with.
  • horizontal impact element can also be installed in the impact unit 17.
  • one or more additional supports can be placed with the interposition of an impact unit 17 (multi-storey building).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP81810454A 1981-11-16 1981-11-16 Disposition de la liaison des poteaux d'un bâtiment Ceased EP0079413A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP81810454A EP0079413A1 (fr) 1981-11-16 1981-11-16 Disposition de la liaison des poteaux d'un bâtiment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP81810454A EP0079413A1 (fr) 1981-11-16 1981-11-16 Disposition de la liaison des poteaux d'un bâtiment

Publications (1)

Publication Number Publication Date
EP0079413A1 true EP0079413A1 (fr) 1983-05-25

Family

ID=8188680

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81810454A Ceased EP0079413A1 (fr) 1981-11-16 1981-11-16 Disposition de la liaison des poteaux d'un bâtiment

Country Status (1)

Country Link
EP (1) EP0079413A1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0177483A3 (fr) * 1984-10-01 1988-01-27 Stefan Herzy Mode d'exécution pour des bâtiments de grande hauteur en particulier pour des constructions en ossature
GB2235221A (en) * 1989-08-21 1991-02-27 Square Grip Ltd Shearhead
FR2743832A1 (fr) * 1996-01-24 1997-07-25 Milh Alfred Henri Poteau en beton arme pour structure porteuse de batiment et structure de batiment comportant de tels poteaux

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3382634A (en) * 1966-01-07 1968-05-14 Montague Betts Company Inc Shear head
FR2457349A1 (fr) * 1979-05-21 1980-12-19 Pechiney Aluminium Charpente modulaire

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3382634A (en) * 1966-01-07 1968-05-14 Montague Betts Company Inc Shear head
FR2457349A1 (fr) * 1979-05-21 1980-12-19 Pechiney Aluminium Charpente modulaire

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
CAHIER DU CSTB *
CAHIER DU CSTB, Nr. 1336, Livraison 162, September 1975, Avis nr. 3/75-22, Cométube, Paris, FR. *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0177483A3 (fr) * 1984-10-01 1988-01-27 Stefan Herzy Mode d'exécution pour des bâtiments de grande hauteur en particulier pour des constructions en ossature
GB2235221A (en) * 1989-08-21 1991-02-27 Square Grip Ltd Shearhead
GB2235221B (en) * 1989-08-21 1993-08-25 Square Grip Ltd Shearhead reinforcement
FR2743832A1 (fr) * 1996-01-24 1997-07-25 Milh Alfred Henri Poteau en beton arme pour structure porteuse de batiment et structure de batiment comportant de tels poteaux

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Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 19820906

AK Designated contracting states

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN REFUSED

18R Application refused

Effective date: 19850311

RIN1 Information on inventor provided before grant (corrected)

Inventor name: HINTERMEISTER, HANS-ULRICH