EP0573124B1 - Supporting column, and panel with said supporting column - Google Patents
Supporting column, and panel with said supporting column Download PDFInfo
- Publication number
- EP0573124B1 EP0573124B1 EP19930201602 EP93201602A EP0573124B1 EP 0573124 B1 EP0573124 B1 EP 0573124B1 EP 19930201602 EP19930201602 EP 19930201602 EP 93201602 A EP93201602 A EP 93201602A EP 0573124 B1 EP0573124 B1 EP 0573124B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- supporting column
- sleeve
- box section
- facade panel
- column 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.)
- Expired - Lifetime
Links
Images
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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/90—Curtain walls comprising panels directly attached to the structure
- E04B2/94—Concrete panels
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2451—Connections between closed section profiles
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2454—Connections between open and closed section profiles
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/246—Post to post connections
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
-
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2484—Details of floor panels or slabs
Definitions
- the invention relates to a supporting column to which a concrete facade panel is connected, and which bears said facade panel with the storey floors, and near said storey floors is provided with fixing means for the connection between said supporting column and the concrete construction.
- Such a supporting column is generally known in the prior art.
- Two types of facade panels are used for the production of these prefabricated concrete facade panel constructions.
- a first type is provided with relatively small openings for windows and the like, which openings in any case do not extend over the full length of the facade panel.
- the facade panel can consequently be made self-supporting and also take the weight of the storey floors.
- No supporting column is necessary in the case of such constructions.
- openings extend in the facade panel over such a length thereof that said facade panel is no longer capable of transmitting the vertical load from one storey to the next storey or the ground, it is necessary to place supporting columns.
- German Offenlegungsschrift 3306890 shows a support structure having both horizontal and vertical box profiles. On the horizontal box profiles the floor is positioned.
- the object of the present invention is to provide a construction with supporting column which is cheaper to produce, and in which the disadvantages of the unattractive appearance are largely eliminated.
- the fixing means comprise a sleeve which at least partially accommodates the circumference of the box section, the sleeve being provided with fixing projections and the wall thickness of the sleeve being greater than that of the box section.
- the invention is based on the idea that the forces to be borne by the supporting column make it unnecessary to use a thick-walled material for it. A thick-walled material is required only for achieving the welded connection near the corners of the box section to fixing projections.
- the fixing projections can comprise all kinds of parts for fixing not only to the facade panel and the floor slabs, but also to a tie rod fitted around the floor slabs.
- Supports provided with a horizontal surface can be fitted for the facade panels.
- Vertically extending lips can also be present, with an inlet opening at the top side bounded between said lips and the sleeve or the box section, the distance between the lips and the sleeve decreasing from the opening downwards.
- a metal plate possibly having a mating lip, which in particular is fitted in a recess of the facade panel, can be introduced into such an opening. In this way facade panel and supporting column are centred and tightened relative to each other.
- the box section In order to strengthen the box section further and in particular to provide the necessary fire safety, according to a preferred embodiment it is provided with a reinforcement and filled with mortar.
- the filling with mortar in any case does not take place until after the placing of the supporting column. Since the construction of the sleeve is surrounded within the thickness of the floor, or has mortar poured around it, it is also provided with the necessary fire safety. In order to avoid direct contact between the sleeve or box section and the facade panel, an elastically yielding band is provided between them. Given the thin-walled construction of the box section, it is possible to make it of cold-rolled steel material.
- An embodiment of the invention relates to a facade panel with the above-described supporting column.
- This facade panel has, in addition to at least one boundary edge, a recess for connection to the sleeve.
- the facade panel can also be provided near said recess with a bearing edge (known per se) for storey floor elements.
- Fig. 1 the sleeve according to the invention is shown in its entirety by 1.
- Said sleeve comprises a bush 2.
- Bush 2 consists of a thick-walled steel material.
- Vertical lips 9 are fixed thereto, in addition to horizontal supports 8 and sockets 10 (see Fig. 2).
- Sockets 10 are provided with openings 3.
- Fig. 2 shows the sleeve fixed to a column 5.
- Column 5 is a thin-walled box section. The fixing is by welding. Due to the relatively large surface area, there is a large area between which the welded connection between column 5 and sleeve 1 can be carried out.
- Fig. 2 also shows an facade panel 6, comprising facade panels 13, each provided with a bearing edge 15. A number of floor elements 7 are also shown. Facade panels 13 are provided with recesses 14 which have to be placed on supports 8. Sockets 10 are suitable for accommodating a tie belt anchor 4 (only partially shown), which extends around the entire construction, in order to strengthen it further. A further reinforcement bar 17 extends from the sleeve and is accommodated in the floor construction which is subsequently filled up. Fig.
- FIG. 3 shows the construction according to Fig. 2 from the outside. It can also be seen from it that a layer of yielding plastic material 12 is provided between the sleeve/supporting column and the facade panel. A glassfibre-reinforced bitumen fabric 18 is placed over the entire construction, so that a closed construction is provided. Moreover, in order to provide inner finish, such facade panels are generally finished with further constructions placed in front of them. A detail of the lips 9 in engagement with facade panel 13 is shown in Fig. 4. It can be seen from this figure that a steel plate 16 with a mating lip 20 is poured into facade panel 13. Said steel plate 16 moves with the mating lip during fitting into the opening bounded between the lips 9 and the supporting column 5.
- the supporting column according to the invention can be of any length, according to a preferred embodiment it is designed for several storey floors. If a building is higher, it is necessary to extend such a supporting column. This can be carried out by the construction shown in Fig. 5. In this case an attachment 20 is fitted in the box section, sliding into the box section lying above it. A continuous unit can be obtained by placing the various supporting columns 5 on top of each other. The sleeve may be welded at the underside to the bottom supporting column if necessary.
- a reinforcement is fitted.
- This reinforcement may be fitted beforehand if desired.
- mortar is poured into the box sections after the positioning of the box sections, in order to give them the necessary fireproofing and further rigidity.
- connection between the supporting column and the facade panels or floor elements is made by means of constructional parts whose position can be determined very accurately. It is consequently not necessary to determine all measurements completely accurately for each storey floor. A great saving of time can be achieved in this way.
- the sleeve can be connected to the box section in the workshop, so that welding can be obtained in optimum conditions. This means that the weld can be of optimum strength.
- box section can comprise any polygon, or can even be round in cross-section.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL9200998A NL9200998A (nl) | 1992-06-05 | 1992-06-05 | Draagkolom alsmede gevelplaat te gebruiken in combinatie met die draagkolom. |
NL9200998 | 1992-06-05 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0573124A1 EP0573124A1 (en) | 1993-12-08 |
EP0573124B1 true EP0573124B1 (en) | 1997-09-17 |
Family
ID=19860893
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19930201602 Expired - Lifetime EP0573124B1 (en) | 1992-06-05 | 1993-06-03 | Supporting column, and panel with said supporting column |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0573124B1 (da) |
DE (1) | DE69313924T2 (da) |
DK (1) | DK0573124T3 (da) |
NL (1) | NL9200998A (da) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2507439A2 (fr) * | 2009-11-30 | 2012-10-10 | Jean-Louis Baume | Procédé de montage d'une construction à montage rapide |
CN104110069B (zh) * | 2014-05-23 | 2017-01-04 | 浙江东南网架股份有限公司 | 箱型截面x型交叉节点、专用胎架、夹具及其加工方法 |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2109212A5 (da) * | 1970-10-07 | 1972-05-26 | Castelli Jean | |
FR2226516A1 (en) * | 1973-04-20 | 1974-11-15 | Canavese Gerard | Metal frame assembly - has main frame attached to sleeve like units on central vert. post |
DE3306890C2 (de) * | 1983-01-28 | 1984-11-29 | Max Dipl.-Ing. Dr.-Ing. 8700 Würzburg Mengeringhausen | Schnellbaugerippe insbesondere aus Stahl als tragende Konstruktion für Decken- und Wandplatten eines Gebäudes |
DE3506140A1 (de) * | 1984-12-22 | 1986-06-26 | Herbert 8400 Regensburg Utner | Plattenverankerungssystem |
NL8901783A (nl) * | 1989-07-11 | 1991-02-01 | Denis Vincent Bonink | Gebouw. |
-
1992
- 1992-06-05 NL NL9200998A patent/NL9200998A/nl not_active Application Discontinuation
-
1993
- 1993-06-03 DE DE1993613924 patent/DE69313924T2/de not_active Expired - Fee Related
- 1993-06-03 DK DK93201602T patent/DK0573124T3/da active
- 1993-06-03 EP EP19930201602 patent/EP0573124B1/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
DE69313924T2 (de) | 1998-01-08 |
DK0573124T3 (da) | 1998-04-27 |
NL9200998A (nl) | 1994-01-03 |
DE69313924D1 (de) | 1997-10-23 |
EP0573124A1 (en) | 1993-12-08 |
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