EP0177483A2 - Mode d'exécution pour des bâtiments de grande hauteur en particulier pour des constructions en ossature - Google Patents

Mode d'exécution pour des bâtiments de grande hauteur en particulier pour des constructions en ossature Download PDF

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Publication number
EP0177483A2
EP0177483A2 EP85890236A EP85890236A EP0177483A2 EP 0177483 A2 EP0177483 A2 EP 0177483A2 EP 85890236 A EP85890236 A EP 85890236A EP 85890236 A EP85890236 A EP 85890236A EP 0177483 A2 EP0177483 A2 EP 0177483A2
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EP
European Patent Office
Prior art keywords
connecting element
beams
construction
concrete
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.)
Withdrawn
Application number
EP85890236A
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German (de)
English (en)
Other versions
EP0177483A3 (fr
Inventor
Stefan Herzy
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.)
Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0177483A2 publication Critical patent/EP0177483A2/fr
Publication of EP0177483A3 publication Critical patent/EP0177483A3/fr
Withdrawn legal-status Critical Current

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    • 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

Definitions

  • the invention relates to a construction for high-rise in particular skeleton structures by means of components consisting of prefabricated iron and / or reinforced concrete beams and prefabricated reinforced concrete columns, which are aligned in the finished state with the intermediate layer of the beams and firmly connected to each other, with each concrete column at least one end face has a recess, preferably lined with a socket, into which a connecting element can be inserted.
  • Such a construction is e.g. known from AT-PS 230,592.
  • specially designed bushings are poured into the recesses of the columns to align and connect ⁇ the components into a supporting skeleton and centering rods for the columns on the one hand and protrusions above and below which are used by the beams, after which the knot with concrete is shed. 1
  • a disadvantage of the first-mentioned design is that the production complexity of the relatively complicated, bell-shaped socket is large and that the lugs protruding from the supports are exposed to the rough construction site operation, so that they can be damaged, in particular bent, as a result of which they no longer fit into the socket and have to be aligned.
  • a disadvantage of the second design is that Beams go from pillar to pillar, although with today's manufacturing processes longer beams could be manufactured more cheaply.
  • the invention has for its object to combine the advantages of both designs without ' taking over their disadvantages, and to create a construction with which high-rise buildings, in particular skeleton buildings, can be erected quickly and easily.
  • the connecting element consists of two parts and is arranged entirely outside the space occupied by the carrier and that at least some of the carriers are in a row in a manner known per se over at least three , neighboring concrete columns are sufficient.
  • the design according to the invention enables a considerable reduction in working hours at the construction site, because beams can now be used which extend over two or more column distances.
  • the reduced working time at the construction site is particularly important in winter.
  • At least one of the parts of the connecting element can be inserted into the recess of the concrete column and structurally combined with it. In this way, a further reduction in working hours at the construction site is achieved.
  • each part of the connecting element can have a plate, from one side of which a rod protrudes with dimensions adapted to the recess of the concrete column, and from the opposite side of which protrude feet with an angular cross section, the light dimension between two adjacent feet of one part correspond to the outer dimensions of adjacent feet of the other part of the connecting element and at least the feet of the parts of the connecting element consist of weldable material.
  • the rods can be arranged in the middle of the plate.
  • FIG. 1 shows a section through a node formed by two columns and a support arranged one above the other
  • FIG. 2 shows a view in the direction II according to FIG. 1.
  • Fig. 1 shows two superimposed, prefabricated concrete columns 1, 2, of which the lower concrete column 1 on its upper end face and the upper concrete column 2 on its lower end face has an axial recess 3 or 4, which is cylindrical and preferably with a socket is lined.
  • each concrete column 1, 2 is provided in the end region with a through opening 5 and 6, which runs transversely to the longitudinal axis, the purpose of which is explained later.
  • the reference numeral 7 designates a lattice girder whose width is less than the column width (see FIG. 2) and which extends over at least three concrete columns 1, 2 standing side by side in a row. If the concrete columns 1, 2 are set up at equal intervals, the length of the support 7 is two or more times the simple column interval.
  • ceiling beams 8 are inserted and firmly connected to the support 7, for example by means of cross holes 9 and rods 10 which are welded to the support 7. Ceiling panels (not shown) are later placed on the ceiling beams 8.
  • a rod 11 In the recess 3 of the lower concrete column 1 there is a rod 11, the dimensions of which correspond to those of the recess 3 or possibly the socket.
  • This rod 11 is firmly connected to a plate 12, the size of which preferably corresponds to the cross section of the concrete column 1 and in the corner regions of which one foot in the form of an angle profile 13 is attached upright.
  • the rod 11, the plate 12 and the angle sections 13 are welded to steel components and.
  • the plates 17 connected to the feet or angle profiles 18 of the upper part 15 can be smaller than the lower plate 12 and in any case carries on its upper side a rod 16 with the recess 4 of the upper concrete column 2 adapted dimensions.
  • the width of the truss 7 is not only smaller than that of the concrete columns 1, 2, but also less than the smallest distance between the angle profiles 18 of the second, inserted part of the connecting element.
  • the truss 7 can therefore pass through at the connection points of the concrete columns 1, 2.
  • first several (at least three) lower, prefabricated concrete columns 1 are set up and in each of their front recesses 3 a lower part 14 of the connecting element with the rod 11 is inserted.
  • Each rod 11 is provided with a bore 19 at a distance from the plate 12 corresponding to the distance of the through opening of the concrete column 1 from its end face; when inserting the rod 11 into the recess 3, this bore 19 is brought into alignment with the through opening 3, after which a wedge is introduced into the through opening 3 and the bore 19, with which the lower part 14 of the connecting element is fixed with respect to the concrete column 1.
  • a truss girder 7 reaching over several concrete pillars 1 is placed on the concrete pillars 1, resting on the plates 12 of the lower parts 14 of the connecting elements and being arranged between their angle profiles 13.
  • the upper parts 15 of the connecting elements are put on, overlapping the truss 7. Furthermore, the plates 17 of the upper parts 15 can rest on the truss' 7; since the knot is ultimately potted with concrete; however, this is not necessary.
  • the two parts 14, 15 of the connecting elements in the illustrated embodiment by welding the angle profiles 13 and 18, are firmly connected to one another.
  • the ceiling beams 8 are inserted into the trusses 7 and onto the above discussed way fixed.
  • the upper concrete columns 2 with their recesses 4 are now placed on the rods 16 of the upper parts 15 of the connecting elements.
  • the rods 16 of the upper parts 15 also have bores 20 aligned with the through openings 6 of the upper concrete columns 2, which are used for fixing by means of wedges - as described above. Finally, the remaining concreting work is carried out.
  • the invention thus provides a construction with which a considerable reduction in working hours can be achieved at the construction site due to the beams extending over several columns, while at the same time an exact centering of the columns arranged one above the other is achieved.
  • one or both parts of the connecting element can be anchored in the respective concrete column by pouring. However, because of the risk of damage to these parts mentioned at the outset, it is preferred to attach the parts to the concrete pillars only at the construction site and not during the prefabrication thereof, which is, however, quite possible.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP85890236A 1984-10-01 1985-09-26 Mode d'exécution pour des bâtiments de grande hauteur en particulier pour des constructions en ossature Withdrawn EP0177483A3 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AT0310784A AT381526B (de) 1984-10-01 1984-10-01 Bauweise fuer hoch-, insbesondere skelettbauten
AT3107/84 1984-10-01

Publications (2)

Publication Number Publication Date
EP0177483A2 true EP0177483A2 (fr) 1986-04-09
EP0177483A3 EP0177483A3 (fr) 1988-01-27

Family

ID=3545407

Family Applications (1)

Application Number Title Priority Date Filing Date
EP85890236A Withdrawn EP0177483A3 (fr) 1984-10-01 1985-09-26 Mode d'exécution pour des bâtiments de grande hauteur en particulier pour des constructions en ossature

Country Status (2)

Country Link
EP (1) EP0177483A3 (fr)
AT (1) AT381526B (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10247388A1 (de) * 2002-10-07 2004-04-22 Unterberg, Hartmut, Dipl.-Ing. (FH) Standardisierte Tragstruktur für ein- und mehrgeschossige Gebäude
CN110306785A (zh) * 2019-07-25 2019-10-08 河南绿建建筑科技有限公司 钢砼组合剪力墙t型节点浇筑模板架

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108789787B (zh) * 2018-06-03 2022-08-12 重庆工业职业技术学院 高强度装配式建筑的高效构造方法

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT222308B (de) * 1959-07-07 1962-07-10 Miroslav Ing Capek Montierter Skelettrahmen aus armiertem Beton
AT230592B (de) * 1961-03-06 1963-12-10 Stefan Herzy Bauweise für Hoch- insbesondere Skelettbauten
AT235531B (de) * 1962-11-06 1964-09-10 Stefan Herzy Verfahren zur Herstellung von Trägerdecken
GB1211717A (en) * 1967-11-28 1970-11-11 Dyna Structures Structural frames
CH494869A (de) * 1969-02-05 1970-08-15 Huonder Anton Verbindungsvorrichtung für Bauelemente
AU485203B2 (en) * 1971-11-23 1974-03-28 Dowsett Engineering (Australia) Pty. Limited Interconnecting structural elements
EP0079413A1 (fr) * 1981-11-16 1983-05-25 Geilinger AG Disposition de la liaison des poteaux d'un bâtiment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10247388A1 (de) * 2002-10-07 2004-04-22 Unterberg, Hartmut, Dipl.-Ing. (FH) Standardisierte Tragstruktur für ein- und mehrgeschossige Gebäude
CN110306785A (zh) * 2019-07-25 2019-10-08 河南绿建建筑科技有限公司 钢砼组合剪力墙t型节点浇筑模板架
CN110306785B (zh) * 2019-07-25 2024-05-17 河南绿建建筑科技有限公司 钢砼组合剪力墙t型节点浇筑模板架

Also Published As

Publication number Publication date
AT381526B (de) 1986-10-27
ATA310784A (de) 1986-03-15
EP0177483A3 (fr) 1988-01-27

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