EP0475168A1 - Profilé pour structure d'ossature en acier - Google Patents

Profilé pour structure d'ossature en acier Download PDF

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Publication number
EP0475168A1
EP0475168A1 EP91114211A EP91114211A EP0475168A1 EP 0475168 A1 EP0475168 A1 EP 0475168A1 EP 91114211 A EP91114211 A EP 91114211A EP 91114211 A EP91114211 A EP 91114211A EP 0475168 A1 EP0475168 A1 EP 0475168A1
Authority
EP
European Patent Office
Prior art keywords
profile
steel skeleton
skeleton construction
angle
flanges
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Withdrawn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
EP91114211A
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German (de)
English (en)
Inventor
Lorenz Kesting
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
Original Assignee
Individual
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
Priority claimed from DE19904027676 external-priority patent/DE4027676A1/de
Priority claimed from DE19904033424 external-priority patent/DE4033424A1/de
Priority claimed from DE19914104234 external-priority patent/DE4104234A1/de
Application filed by Individual filed Critical Individual
Publication of EP0475168A1 publication Critical patent/EP0475168A1/fr
Withdrawn legal-status Critical Current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
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts 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
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/046—L- or T-shaped
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0482—Z- or S-shaped

Definitions

  • the invention relates to a steel skeleton construction profile according to the preamble of claim 1.
  • the steel skeleton construction for which the new profile is intended uses lighter metal, in particular cold-formed sheet metal profiles, which carry the loads and support the spaces between the profiles.
  • the structure usually does not have its own supporting function.
  • the profile according to the invention is regularly intended for the removal of vertical loads and is therefore particularly suitable for the support of rising walls.
  • the invention relates to steel skeleton construction with large panels, which are manufactured as prefabricated parts and, above all, are assembled in building construction.
  • large panels form the rising walls and possibly the floor panes of the room cell.
  • the infills then generally consist of foam concrete.
  • space cells are still transportable as a whole, even with considerable dimensions.
  • large containers are suitable for large containers that serve different commercial and private purposes, especially residential purposes.
  • Such large containers are floor-to-ceiling structures in lengths of approx. 10 to 12 m.
  • Foam concretes for which the steel skeleton construction profile according to the invention is intended in particular, are concretes which correspond to the density and strength of the rigid foam lightweight concretes. They contain a substantial amount of aggregate, for example, polystyrene foam particles in the form of a blowing agent-containing styrene polymer, which belongs to the group of thermoplastics.
  • aggregate for example, polystyrene foam particles in the form of a blowing agent-containing styrene polymer, which belongs to the group of thermoplastics.
  • monostyrene is obtained as an intermediate via benzene and ethylene and mixed with a blowing agent and water.
  • the aggregate is obtained in round, glassy beads. If this material is softened by heating, the raw material particles expand, preferably using water vapor as a heat carrier and as an additional blowing agent.
  • the foamed beads that form the aggregate are spherical and have a cell structure in the form of a large number of closed chambers.
  • the bulk densities and the final strengths that depend on them are selected by the composition of the concrete so that they correspond to a structural concrete.
  • a typical composition of such a foam concrete used, for example, in the large panels according to the invention is as follows: 350 to 430 kg / cbm cement 20 to 70 kg / cbm of Rhine sand 800 to 500 l / cbm foam particles 140 to 170 l / cbm water.
  • the foam concrete used in the new large panels can receive reinforcement in the form of textile, alkaline fibers, preferably polypropylene staple fibers.
  • the steel skeleton construction profiles according to the invention together with the trusses described, form a frame in which the profiles form frame members which are connected at an angle-stiffness. This takes on the static function that the foam concrete cannot perform.
  • the new profiles preferably consist of folded sheet metal strips, which are expediently provided with rust protection, e.g. are galvanized.
  • the steel skeleton construction profiles according to the invention form frame stiffeners, which are usually arranged in pairs between the shorter outer frame members. Such frame stiffeners and possibly also the frame members should be light. That is why the new profiles consist in particular of folded sheet metal strips.
  • the ends of the profile sections cut to length lie in the profile chambers of the longer frame members, which generally have a corresponding cross section, so that the chambers are delimited by the profile legs and the profile webs on three sides and are open at least on one side inwards.
  • the stiffening profiles are fixed in the profile chambers of the frame members, for example welded.
  • Such panels are preferably produced in open formwork.
  • the finished frames are placed on spacers and the foam concrete is introduced from above with a layer that covers the profiles on their top side in the formwork with a comparatively thin layer of foam concrete, so that the frame profiles completely disappear into the hardened foam concrete.
  • This procedure places certain demands on the workability of the foam concrete, which ensures that the concrete fills the profile chambers, forms a smooth formwork surface on the spacer side and can be smoothed on the opposite side by pulling it off.
  • the frame construction described here and the subsequent production of large panels from these frames are not part of the previously published prior art (EPA 90 11 37 56.2).
  • the steel skeleton construction profiles which form the stiffeners of the frames generally consist of pairs of C-shaped profile sections which have a profile web provided with one or more beads to increase their dimensional stability.
  • the flanges of the C-profile are angled inwards and thus anchored in the concrete of the infills.
  • the profile section pairs are spot welded together with their webs lying against each other at the flange root.
  • These frame braces are also attached by spot welding to the edges of the frame members, namely on the outside of the profile flanges emerging from the profile chambers.
  • the invention has for its object to prevent the occurrence of cracks in the stiffeners, in particular at the locations described to facilitate the attachment of the stiffening profiles.
  • the invention simplifies the bracing by using angle profiles. These lie with the outer edges of the angle vertices in the depth of the concrete of the infills. They are anchored with the foam concrete in the infills through the recesses provided in the profile legs, which are traversed by the foam concrete during processing, as a result of which there are connections made of concrete that penetrate the profiles and end in adjacent infills. Since the outer edges of the angular apex lie and are fixed in the profile chambers, the profile legs run into the depth of the infills.
  • a wedge-shaped foam concrete filling is obtained which prevents the formation of cracks or counteracts the formation of cracks.
  • the resulting simplification of the profile shape has the advantage that the angle leg edges are accessible in the profile chambers and can be fixed there with welding beads or welding points.
  • the invention has the advantage that, in addition to reducing crack formation and improving the connection of the frame members with the stiffeners allows simplification of the profile production for the stiffeners.
  • additional anchoring of the stiffening profiles in the foam concrete infill can be obtained through the recesses.
  • This embodiment of the invention is the subject of claim 2. This avoids any sheet metal waste in the manufacture of the stiffening profiles because the cutouts required for the cutout remain on the profiles. They serve as anchors in the foam concrete infill.
  • an angle profile is also used as the basis for the new profile shape instead of the known C profile.
  • at least one of the angle legs is provided with a flange. This creates an open profile chamber, into which the concrete reliably penetrates and fills it.
  • an improvement in the stiffness of the angle profile is achieved, so that back-to-back welding of profile section pairs with the unpleasant consequence of cracks in the too thin concrete cover is eliminated.
  • the angle leg oriented parallel to the plane of the panel-shaped component can be used as a fastening means for a building board which is screwed to this flange, for example with a self-drilling screw, and consists of plasterboard or a mortar or concrete disc reinforced with a plastic net on one side.
  • This structure of the board means considerable progress in rationalization for the rising walls because it saves the plastering work in the finished building that would otherwise be necessary due to the natural roughness of the removed foam top inside the building.
  • the shape of this angle profile according to the invention is further optimized.
  • the realization of the features of claim 10 makes the profile chamber, which is completely closed on one side only, on the opposite side from the angle, a chamber which is further closed by the inward angle at the end of the profile flange. This leads to better anchoring in the concrete, which makes further anchoring measures appear superfluous.
  • the profile flange in question can be made longer because it is more dimensionally stable due to the angle leg. A longer profile flange alleviates the problem of fastening the building board, among other things, because it is easier to hit it with the screw and the joint arrangement of the building board cover.
  • the short flange is turned outwards, i.e. oriented downwards in the formwork of the profile element.
  • an angle can be provided which further closes the profile chamber and thereby reinforces the toothing with the infill.
  • the truss profiles are doubled in the trusses and welded back to back, thereby forming profile chambers on each truss side, which are filled with the concrete of the infills when the panels are manufactured lying down and the frame with be poured out of the lightweight concrete.
  • the crossbeams are angle profiles, which have recesses in both profile legs and must therefore be welded into the profile chambers, the apex line of the two angle legs runs approximately in the middle of the panel or the infills. This creates difficulties in production because the angle profiles have to be held in the formwork until they are fixed in the profile chambers by their welding.
  • the cutouts create strength problems which cannot be fully controlled by increasing the sheet thickness, but which lead to increased costs.
  • the invention also solves this specific problem in a simple manner, namely, inter alia. with the features of claim 15.
  • the arrangement of the cutouts in a center leg of the profile ensures that the building material bridge lie between the infills approximately in the central plane of the table, where they are most effective and that the profile flanges arranged in parallel planes are unprotected, which improves the strength. Since these profile flanges can be supported on the profile flanges of most U-shaped frame profiles when the truss ends are inserted into the profile chambers of the frame members, they are stably fixed for welding and can be spot-welded in them without difficulty.
  • the invention not only facilitates the processing of the truss profiles and improves their strength, it also ensures, through the use of the profile flanges on both sides, an improved dimensional stability of the trusses, which has a favorable effect on the safety of the truss profiles caused by the concrete bridges between the infills Buckling affects.
  • the crossbeams can be produced from thin metal strips, which are preferably galvanized and are therefore protected against corrosion. In the finished panel, the overlap of the profile flanges is sufficient to prevent cracking.
  • the steel skeleton construction profiles according to the invention are designed such that they are easy to manufacture. Since the recesses in the central axis of the profile are aligned, congruent and made at a uniform pitch, they can be punched out of the profile leg using simple tools. The irregular limitations of the punched holes produced recesses to additionally fix the profiles in the concrete bridges.
  • the invention is not limited to such simple profile shapes, but can be realized with profiles that have a relatively greater rigidity.
  • the basic profile provided for this purpose according to the invention is given in claim 19.
  • the profile leg is improved in shape by the formation of the divergent profile strips, without losing its flat shape, which is favorable for the recesses, which are in this embodiment in the center bar.
  • This basic profile is developed with the features of claim 20. This also improves the stiffness of the profile strips of the profile leg.
  • the profile flanges are additionally improved in their rigidity by the trapezoidal beads.
  • these beads also reduce the widths of those running parallel to the outer sides of the panels Sheet metal strips, which also counteracts the formation of cracks over the crossbeams.
  • This truss profile thus optimized can no longer be bent, but can be produced by rolling, which is the subject of claim 24.
  • the frame generally designated (1) is used to produce a large board (2) made of foam concrete, which is shown at (3) in Fig. 2.
  • the frame consists of profiled and mutually parallel longitudinal frame members (4, 5), which are connected to the shorter and also mutually parallel frame members (6 and 7) rigidly.
  • the longitudinal frame members (4 or 5) have a generally U-shaped profile with a flat web (8 or 9) and mutually parallel profile legs (10 or 11 and 12 or 13). They are oriented in such a way that they each form a profile chamber which is open to the interior of the frame and which is designated by (14) in the illustration in FIG. 4.
  • the frame (1) has a plurality of frame braces (15-25) (Fig. 1). Infill panels (26-37) are made between them, which consist of the foam concrete.
  • Each frame stiffener consists of a profile section (38, 39) (Fig. 4), which are arranged in a frame dimension parallel to the frame members (6 and 7).
  • the profile backs (40) of the profile sections (38, 39) later lie in the depth of the infill concrete.
  • the ends of the profile sections (38, 39) are designated by (41 and 42) in Fig. 4. They lie in the profile chambers (14) of the longer frame members (4, 5), which limit the other frame dimension.
  • the profile sections (38, 39) are angle profiles. They have angle legs (44, 45) (FIG. 3) oriented at right angles to one another. Recesses (46, 47) are located at regular intervals in the angle legs (FIG. 4). They serve to block the profile sections (38, 39) with the foam concrete of the infills (26-37), whereby the adjacent infills are each connected to one another by the cutouts (46 and 47). For the sake of clarity, the cutouts and cutouts in the drawings are much larger than those drawn in practice.
  • the stiffeners can be reinforced if the angle profile sections (38, 39) in pairs with mutually facing outer edges (48) of the angle apex (49) are created and welded to one another, so that an X-shape of the profile pairs (38, 39) results.
  • the ends (41, 42) are welded to one of their angle leg edges, as shown in the example of the angle leg edge (50) in FIG. 4, in the profile chambers (14).
  • a welding bead (51) is used, which welds the leg (45) to the flange (10) of the U-profile of the upper frame member (4).
  • a corresponding welding bead arrangement is provided on the opposite angular profile edge (43) and on the flange (11).
  • the profile front edges can also be welded.
  • the cutouts (47) from the profile legs (44, 45) can be completely removed, which is the case in the exemplary embodiment in FIG. 4.
  • the cutouts are punched out only on three edges (52-54) and along the fourth edge (55), which runs parallel to the cutout edge (54), in one leg (44) inwards and inwards the other leg (45) bent outwards as tongues (57). They serve as anchors in the neighboring infills (26-37), where they extend into the foam concrete.
  • the cutouts are square, so that the sides (52-55) are perpendicular to each other.
  • the resulting rectangular tongue shape can be changed. This amendment is not shown. In particular, however, the tip of the tongue (57) can be widened, which results in an improvement in the anchoring effect.
  • the profiles (38, 39) shown are folded from flat sheet metal strips.
  • the recesses (46) are preferably created in the same operation by punching out. If tongues (57) are to be formed with the cutouts, they can also be bent out in the same operation.
  • the frame When producing the large panel (2), the frame is first welded together as described and lies on the floor of an open formwork. Spacers, not shown, ensure that the flanges (10 and 12) of the frame members (4, 5) are covered at (58). These flanges are located in the formwork below.
  • the foam concrete is then introduced, which then completely covers the stiffening profiles (38, 39), which takes place with a layer thickness (59).
  • the outer profile chambers (60, 62) are also filled, which results in a comparatively thick foam filling in the area of the profiles (38 and 39).
  • the lower frame profile (5) is cut out and can therefore later be used with a self-drilling screw (63), which has a correspondingly designed frame profile (64), a base plate (65) and the profile leg (13) and the subsequent foam concrete penetrates, attached.
  • a self-drilling screw (63) which has a correspondingly designed frame profile (64), a base plate (65) and the profile leg (13) and the subsequent foam concrete penetrates, attached.
  • a plasterboard plate (66) is provided which covers the surface of the foam infills (26-37).
  • the steel skeleton construction profiles generally designated (70 and 71) in FIGS. 5 and 6 are also bent for the angular profiles of the profile sections (38, 39) from galvanized sheet steel strips, which are, for example, continuously removed from a coil by the folding machine and behind the folding machine can be cut to length. While the profile sections (38, 39) can be welded back to back, this is generally not provided for the profiles (70, 71), so that these profiles each form a frame stiffener and possibly the rising frame members.
  • the profiles (70 and 71) are also not provided with recesses or other measures for anchoring in the foam concrete of the infills.
  • a partially closed profile chamber (72) is provided for this. It is formed by further profile parts, which form the web (73) of the profile with the legs (74, 75) and which form a structural unit with the web (73).
  • the profile flange (76) forms an obtuse angle of 135 ° with the associated angle profile leg (74).
  • the profile flange (77) opposite it encloses a right angle with the angle profile leg (75) assigned to it, the angle legs (74 and 75) also making a right angle lock in.
  • an angled leg (77) is also attached to the end of the flange (76). This in turn encloses a right angle with the flange (76).
  • the profile is oriented such that one of its legs, namely the leg (76) parallel to the main plane the blackboard, ie is oriented towards its middle level.
  • the stiffness of the profile (70) enables the use of angle profiles (80 and 81) at each end of the stiffeners, these angle profiles (80 and 81 ) can be easily welded to the profiles (70) because of the exposed profile edges.
  • the profile (81) lies in the formwork below, so that there is an overlap at (82) and an outside of the panel element consisting of the foam concrete.
  • the concrete cover (83) in the formwork is removed and covered with a building board (84) to save plastering work in the building.
  • the leg (76) then serves to fasten the building board (84) with the aid of a self-drilling screw which is screwed in at (85) and penetrates the building board (84) and the leg (76).
  • the profile (71) shown in FIG. 6 differs from the exemplary embodiment according to FIG. 5 by the arrangement of the flange (77) on the angle leg (75) with which it is at an angle of 135 ° instead of an angle of 90 ° as provided in the embodiment of FIG. 5.
  • the horizontal leg (77) is placed on the horizontally oriented leg (86) of the angle profile (81) in the formwork and welded at the end of the respective bracing.
  • the horizontal arrangement of the flange (77) makes it easier to carry out this work.
  • the profile flange (76) oriented parallel to the plane of the component (79) over the length of the vertical projection of the leg (77) in the arrangement according to FIG. 5 or according to Fig. 6 extended.
  • the leg (78) on the outer edge (76a) of the flange (76) is angled in the direction of the profile chamber (72).
  • Fig. 8 shows that the leg (76) in the corner (79) of a building for connecting the rising walls (80 and 81) can be used advantageously.
  • the shorter frame members (6, 7) which are rigidly welded to the longer frame members (4, 5), are made from sections of the profile (70).
  • the profile legs (76) are oriented outwards.
  • the angle leg (78) of the frame members (6, 7) is in each case in a recess (82 or 83) on the inside (84 or 85) of the rising walls (80 and 81).
  • the edges (76a) of the frame members (6, 7) can be welded and a secure connection of the rising walls (80 and 81) can be started.
  • the profile (70) according to FIG. 5 is again used.
  • the structure of the panel element (86) differs from that of the panel element (79).
  • a spacer (88) is formed by strips (89) which are penetrated by the self-drilling screw (85) with which the building board (84) is connected to the profile flange (76).
  • the strips (89) are made of wood. They are spaced apart and screwed together with the building board (84).
  • the cavities formed between the strips are used to lay lines and pipes so that fully installed panels (86) can form the rising walls (80 and 81).
  • the steel skeleton construction profile generally designated in (10) in FIG. 10 has recesses (104) in its leg (102), which are aligned according to a regular division (105) in a central axis of the profile (101) and are congruent.
  • the recesses accordingly have a generally rectangular outline, the longer sides (105, 106) of which run parallel to the center line (107), while the shorter sides (108, 109) of the rectangular plan are arranged transversely to the center line.
  • the profile leg (102) which has the cutouts ends at a bending line (110, 111), each of which is followed by a profile flange (112, 114). At the bending line, the parts described merge into one another over a narrow radius of, for example, 20 mm.
  • the profile flanges are arranged in parallel planes and enclose an acute angle with the profile legs, which is designated by ⁇ or ⁇ . 10, these angles are alternating angles which enclose the profile flanges (112, 114) with the profile leg (102) which carries the cutouts (104).
  • the flange ends (115, 116) are each angled inwards and in turn enclose acute angles with the flanges.
  • one of the profile flanges namely the profile flange (114), in turn has cutouts (117) which, like the cutouts (104), are shaped and arranged in the leg (102) are.
  • a regular division (118) is also observed here.
  • the recesses (117) are aligned along the central axis (119) of the flange (114) and are congruent. They are rectangular, the longer sides of the rectangle (120, 121) parallel to the central axis (119) and the shorter sides of the rectangle (122, 123) perpendicular to the central axis (119).
  • the profile shown can be folded from a sheet steel strip.
  • the sheet steel strip is preferably galvanized.
  • the manufacturing method described is comparatively simple.
  • the steel skeleton profile according to FIGS. 13 and 14, which is generally designated with (124), has a profile leg (125) which, like the profile leg (102), is flat and has rectangular recesses (126) which in the The central axis of the leg is aligned, congruent and punched out of the leg (125) in a uniform division.
  • Bending lines (127, 128) run on both sides of the cutouts (125), to which adjoining profile strips (129 and 130) diverging on one side, namely to the outside.
  • This optimized steel skeleton construction profile (124) shown in FIGS. 13 and 14 has in its two profile strips (129, 130) adjoining the center strip (131) outwardly angled ends (135, 136), which at the bending lines (131, 132 ) of the flanges (133, 134) end.
  • the profile flanges have inwardly drawn, symmetrically arranged and trapezoidally converging beads (137, 138) which stiffen the profile flanges.
  • the profile flange ends (139, 140) are angled inwards and enclose the same but acute angles ⁇ with the flanges (133, 134).
  • These flange ends (139 and 140) have upwardly angled edges (141, 142), which improves their dimensional stability and also forms an additional sub-chamber which is filled with the building material.
  • the optimized profile (124) shown in FIG. 14 is rolled from sheet steel. Its shape is chosen so that the recesses in the profile chamber can be punched out of the middle bar. The punching creates irregular edges of the recesses, creating an additional claw of the concrete bridges is achieved, which are formed through the recesses between adjacent infills.
  • the flanges (143, 144) enclose an angle profile (145), the two legs (146, 147) of which have the recesses (148a), the apex line (148) of the angle profile (145 ) runs in the middle of the profile.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP91114211A 1990-08-25 1991-08-24 Profilé pour structure d'ossature en acier Withdrawn EP0475168A1 (fr)

Applications Claiming Priority (10)

Application Number Priority Date Filing Date Title
DE4026935 1990-08-25
DE4026935 1990-08-25
DE19904027676 DE4027676A1 (de) 1990-08-31 1990-08-31 Satz von grosstafeln fuer den bau von raumzellen und die grosstafelbauweise mit schaumstoffbeton
DE4027676 1990-08-31
DE4027789 1990-09-01
DE4027789 1990-09-01
DE4033424 1990-10-20
DE19904033424 DE4033424A1 (de) 1990-09-01 1990-10-20 Stahlskelettbau-profil
DE4104234 1991-02-12
DE19914104234 DE4104234A1 (de) 1990-10-20 1991-02-12 Stahlskelettbauprofil mit aussparungen in einem profilschenkel

Publications (1)

Publication Number Publication Date
EP0475168A1 true EP0475168A1 (fr) 1992-03-18

Family

ID=27511437

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91114211A Withdrawn EP0475168A1 (fr) 1990-08-25 1991-08-24 Profilé pour structure d'ossature en acier

Country Status (4)

Country Link
EP (1) EP0475168A1 (fr)
CZ (1) CZ261691A3 (fr)
PL (1) PL294574A1 (fr)
WO (1) WO1992003624A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2324545A (en) * 1996-05-21 1998-10-28 Adolf Imhoff Panels for e.g. walls or floors
FR2967706A1 (fr) * 2010-11-18 2012-05-25 Clever Pool Element pour former une paroi de piscine

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE532262C2 (sv) * 2007-02-21 2009-11-24 Bau How As Golvelement av betong med en av metall formad ram
PL234908B1 (pl) * 2015-07-28 2020-05-18 Polskie Zakl Lotnicze Spolka Z Ograniczona Odpowiedzialnoscia Element łączący do łączenia elementów konstrukcji

Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE150334C (fr) *
US2508032A (en) * 1945-12-22 1950-05-16 Benjamin H Kennedy Structural metal member
GB1068761A (en) * 1963-02-22 1967-05-17 William Henry Willatts Improvements in or relating to beams and building structures or components
US3349535A (en) * 1964-04-15 1967-10-31 United States Gypsum Co Structural member with an x configuration web
DE2022864A1 (de) * 1969-05-19 1970-11-26 Inst Leichtbau Und Oekonomisch Duennwandige Traeger,insbesondere Blechprofiltraeger
GB1258679A (fr) * 1970-04-02 1971-12-30
GB1413653A (en) * 1971-11-17 1975-11-12 Conder International Ltd Composite beam
US4011704A (en) * 1971-08-30 1977-03-15 Wheeling-Pittsburgh Steel Corporation Non-ghosting building construction
EP0040792A2 (fr) * 1980-05-24 1981-12-02 Studio Rensch Montreux S.A. Ossature de construction pour bâtiments
GB2138861A (en) * 1983-04-29 1984-10-31 Wuppermann Gmbh Theodor Purlin for a sloping roof membrane
GB2164966A (en) * 1984-08-14 1986-04-03 Rose Sections Limited Edward Structural member
EP0332882A1 (fr) * 1988-03-18 1989-09-20 Hoesch Stahl Aktiengesellschaft Poutre en tôle d'acier
GB2222188A (en) * 1988-07-23 1990-02-28 H H Robertson Structural framework
DE9003555U1 (de) * 1989-03-28 1990-08-09 Karlsson, Jan, Tranås Profil oder Profilschiene

Patent Citations (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE150334C (fr) *
US2508032A (en) * 1945-12-22 1950-05-16 Benjamin H Kennedy Structural metal member
GB1068761A (en) * 1963-02-22 1967-05-17 William Henry Willatts Improvements in or relating to beams and building structures or components
US3349535A (en) * 1964-04-15 1967-10-31 United States Gypsum Co Structural member with an x configuration web
DE2022864A1 (de) * 1969-05-19 1970-11-26 Inst Leichtbau Und Oekonomisch Duennwandige Traeger,insbesondere Blechprofiltraeger
GB1258679A (fr) * 1970-04-02 1971-12-30
US4011704A (en) * 1971-08-30 1977-03-15 Wheeling-Pittsburgh Steel Corporation Non-ghosting building construction
GB1413653A (en) * 1971-11-17 1975-11-12 Conder International Ltd Composite beam
EP0040792A2 (fr) * 1980-05-24 1981-12-02 Studio Rensch Montreux S.A. Ossature de construction pour bâtiments
GB2138861A (en) * 1983-04-29 1984-10-31 Wuppermann Gmbh Theodor Purlin for a sloping roof membrane
GB2164966A (en) * 1984-08-14 1986-04-03 Rose Sections Limited Edward Structural member
EP0332882A1 (fr) * 1988-03-18 1989-09-20 Hoesch Stahl Aktiengesellschaft Poutre en tôle d'acier
GB2222188A (en) * 1988-07-23 1990-02-28 H H Robertson Structural framework
DE9003555U1 (de) * 1989-03-28 1990-08-09 Karlsson, Jan, Tranås Profil oder Profilschiene

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2324545A (en) * 1996-05-21 1998-10-28 Adolf Imhoff Panels for e.g. walls or floors
FR2967706A1 (fr) * 2010-11-18 2012-05-25 Clever Pool Element pour former une paroi de piscine

Also Published As

Publication number Publication date
CZ261691A3 (en) 1993-10-13
PL294574A1 (en) 1995-01-09
WO1992003624A1 (fr) 1992-03-05

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