EP0266455A1 - Verfahren und Fachwerk sowie Konstruktion mit einem solchen Fachwerk - Google Patents

Verfahren und Fachwerk sowie Konstruktion mit einem solchen Fachwerk Download PDF

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Publication number
EP0266455A1
EP0266455A1 EP86201908A EP86201908A EP0266455A1 EP 0266455 A1 EP0266455 A1 EP 0266455A1 EP 86201908 A EP86201908 A EP 86201908A EP 86201908 A EP86201908 A EP 86201908A EP 0266455 A1 EP0266455 A1 EP 0266455A1
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EP
European Patent Office
Prior art keywords
elements
framework
profiles
frame
construction
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Withdrawn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
EP86201908A
Other languages
English (en)
French (fr)
Inventor
Michel Jean-Marie Buts
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.)
BUTS MICHEL JEAN MARIE
Original Assignee
BUTS MICHEL JEAN MARIE
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 BUTS MICHEL JEAN MARIE filed Critical BUTS MICHEL JEAN MARIE
Priority to EP86201908A priority Critical patent/EP0266455A1/de
Publication of EP0266455A1 publication Critical patent/EP0266455A1/de
Withdrawn legal-status Critical Current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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/165—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with elongated load-supporting parts, cast in situ
    • 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
    • E04B1/24—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
    • E04B2001/2448—Connections between open 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
    • E04B2001/2457—Beam to beam 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
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • 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 present invention relates to a method of constructing a structure, for example a building, a dwelling, or the like.
  • the present invention also relates to a building frame, comprising horizontal frame elements and vertical frame elements for supporting panel elements in order to form walls and partitions of the construction, the horizontal frame elements comprising elements.
  • basic frame profiled, which have a seating surface to rest on a fitted floor and which are anchored to the ground by anchoring means
  • upper framework elements profiled, which have a surface of support for the support of a belt of load-bearing floor or roof elements to which they can be fixed by retaining means
  • the vertical framework elements being profiles which are interposed between the basic horizontal framework elements and respectively upper, and the ends of which are connected to the horizontal frame elements by fixing means, the profiles of the vertical and horizontal frame elements of the connected to the same wall or partition jointly determining two parallel planes, in which are located surfaces of the profiles used for fixing panel elements.
  • the invention also relates to a construction comprising such a framework.
  • thermal and / or acoustic insulation that may be provided can only be designed with light materials, such as glass wool, polyurethane foam, etc., this type of material only conferring little rigidity in the construction and being even to be advised in the case of humid climates, because they can be the seat of molds.
  • light materials such as glass wool, polyurethane foam, etc.
  • the object of the present invention is to combine the two construction methods described above in order to carry out the prior assembly of a metal frame, the prefabricated elements of which are relatively light and easy to handle and store, and to apply only 'later panel elements on the mounted frame.
  • the use of materials significantly improving the rigidity of form and the good mechanical strength of the assembly must, according to the invention, be possible in a simple and economical manner.
  • a construction method comprising in a first step an assembly of a frame, this assembly comprising the anchoring to the ground of horizontal frame elements forming a base belt of the frame, the assembly to these horizontal frame elements of vertical frame elements which, by a simple form cooperation with the previous ones are stabilized in an upright position, the assembly to the upright frame elements erected of horizontal frame elements forming an upper or storey belt, by a simple form cooperation, and the fixing with a respective block of the framework elements thus assembled, and in a second step, the attachment on the framework of panel elements in order to form walls and partitions of the construction, and the fixing on the horizontal framework elements forming an upper or storey belt of load-bearing storey or roofing elements, and in a possible third stage, filling from above of hollow compartments, formed between the framework elements and the panel elements, by a m filling station capable of flowing, and advantageously capable of solidifying inside said compartments.
  • a framework as described at the beginning which is characterized in that the basic framework elements anchored to the ground and the ends of the vertical framework elements located opposite these have means d mutual assembly capable, by simple form cooperation, of stabilizing alone in a straight position the vertical frame elements mounted on the base frame elements, in that the upper frame elements and the ends of the elements vertical frame located opposite these have mutual assembly means cooperating together only by their shape, when the vertical frame elements are in the above upright position, in that the anchoring means, retaining means, means mutual assembly and aforesaid fixing means are located between the parallel planes sudits, no part of the said profiles crossing these planes outwards, and in that the framework thus formed is perfectly stable, while still not supporting any panel element.
  • the profiles of the vertical frame elements have a width equal to that of the profiles of the horizontal frame elements, the distance between said parallel planes being equal to this width.
  • the profiles of the basic and respectively upper horizontal framing elements have an identical U-shaped cross section, comprising a central core and two lateral wings arranged perpendicular to the central core.
  • each of the aforementioned lateral wings being provided at its end opposite to the central core with an external wing extending towards the outside, parallel to the central core, the surface of these external wings situated opposite the central core forming said seat surface or respectively said support surface, the distance between the free edges of the outer wings being equal to the above width
  • the central core being provided with mortise intervals, with which the ends of the profiles of the vertical frame elements are able to cooperate by their shape.
  • the profiles of the vertical frame elements each have a U-shaped cross section comprising a central core and two lateral wings whose internal faces are located at a mutual distance corresponding to the width of the central core of the profiles of the horizontal frame elements, the internal faces of these lateral wings and the external faces of the side wings of the profiles of the horizontal frame elements forming the abovementioned contact surfaces, each of the lateral wings of the profiles vertical frame elements being provided, at its end opposite to the central core, with a cross-sectional extension also in the form of a U whose branch connected to the lateral wing extends outwards, the faces external of the webs of these two U-shaped extensions being located in said parallel planes, two notches being cut out, at each of the ends of the central web of s profiles of vertical frame elements, along its edges connected to the lateral wings, so as to form a stud capable of penetrating said mortises, the latter being each arranged transversely in the central core of the profiles of the frame elements horizontal and
  • the subject of the invention is also a construction comprising a frame according to the invention, and panel elements applied to at least part of the aforementioned fixing surfaces of the profiles which are arranged in said parallel planes as well as the aforementioned bearing elements d floor or roof.
  • the construction comprises hollow compartments formed between the mutually assembled framework elements and said panel elements fixed along said parallel planes of each wall or partition, these compartments being able to be filled by the top of a material capable of flowing.
  • the filling material of the compartments, capable of flowing is capable of solidifying inside the compartments, thus serving as means increasing the mechanical resistance of the construction.
  • the invention relates to a framework for a construction comprising horizontal framework elements 1 and 2 and vertical framework elements 3 for supporting panel elements 4 for the purpose of forming walls and partitions of the building.
  • the horizontal framing elements are formed from basic framing elements 1, profiled, which bear on a fitted floor 5 and from upper framing elements 2, profiled, which support bearing elements 6 and 7 of floor or roof.
  • the vertical frame elements 3 are profiles, which are interposed between the horizontal frame elements 1 and 2, to which they are connected.
  • the profiles of the basic horizontal frame elements 1 and respectively upper 2 have an identical cross section, in the form of U.
  • Each section has a central core 8 and two lateral wings 9 and 10, arranged perpendicular to the central core 8.
  • Each of the lateral wings 9, 10 is provided, at its end opposite to the central core 8, with an external wing 11, 12 extending outwards, parallel to the central core 8.
  • the central core has mortises at intervals 13 of rectangular shape, arranged transversely to the axis of the profiles.
  • the profiles of the vertical frame elements 3 each have a U-shaped cross section comprising a central core 14 and two lateral wings 15 and 16, the internal faces of which are located at a mutual distance d2 corresponding to the width dl (see FIG. 2) of the central core 8 of the horizontal framework elements 1, 2.
  • Each of the lateral wings 15, 16 is provided, at its end opposite to the central core 14, with a cross-section extension also in the form of a U.
  • Each of these extensions comprises a core 19, 20 and two branches, one of which 17, 18 is connected to the 'corresponding side wing 15, 16 and the other 21, 22 extends parallel inwardly.
  • the two cores 19 and 20 are arranged parallel to each other and, as is clear from FIG. 6, the distance between the external faces of these cores 19, 20 is equal to the distance between the free edges 23, 24 of the outer wings 11 and 12 of the horizontal frame elements 1, 2.
  • two notches 25, 26 are cut in the central core 14, along its edges connected to the side wings 15, 16.
  • the distance between the two notches 25, 26 corresponds to the length of the mortises 13 of the horizontal framework elements 1, 2. while the width of these corresponds to the thickness of the profiles of the vertical framework elements 3.
  • the cut ends of these therefore form tenons 27 which cooperate perfectly with the mortises 13.
  • the basic horizontal framework elements 1 are arranged on the ground so as to form a basic belt, and at bear on the ground by their external wings 11, 12 which form the seat surface of the frame.
  • the basic framework elements 1 are then anchored to the ground by anchoring means, for example by nails 28 (see FIG. 14), which are driven into the ground by being passed directly through the seat surface , i.e. the outer wings 11, 12.
  • the vertical frame elements 3, the individual weight of which remains low, are then successively easily erected, without requiring mechanical lifting means.
  • the tenon 27 at one of their ends is forced into one of the mortises 13 of the basic frame elements 1, until the end of the vertical profile comes to bear on the outer wings 11 and 12 of the corresponding horizontal profile.
  • the internal faces of the lateral wings 15 and 16 of the vertical profile are at their end assembled, in contact over a large surface with the lateral wings 9, 10 of the horizontal profile.
  • This assembly offers the advantage of being able to be carried out by a very limited number of unskilled persons, two being sufficient in the case of small constructions.
  • the upper horizontal frame elements 2 can then in turn be inserted in a similar manner, both on several tenons 27 provided at the upper ends of the vertical frame elements 3.
  • the assembly obtained is identical to that shown on Figure 5, in the inverted position.
  • the horizontal frame elements 2 thus form in the frame a storey or higher belt.
  • the frame elements can then be fixed to one another with the aid of fixing means, such as screws, bolts, etc.
  • fixing means such as screws, bolts, etc.
  • the profiles are fixed to the block by screws 39.
  • these screws 39 are provided so as to pass through the abovementioned contact surfaces between the sections, that is to say the wings 15, 16 of the vertical sections and the wings 9 , 10 horizontal profiles. As of this moment, the framework of a stage is finished.
  • the profiles of the horizontal frame elements and the profiles of the vertical frame elements have an equal width, the latter being equal to the distance between the external faces of the cores 19, 20 of the above-mentioned U-shaped extensions.
  • These external faces and the free edges 23, 24 are therefore, after mounting of the framework, arranged in two parallel planes, located on either side of the profiles. No part of these crosses these planes outwards.
  • the profiles are such that all the anchoring means 28, retaining means 29, fixing means 39 and mutual assembly means, 13, 27 and respectively 9, 10, 15, 16, which have been discussed more above, are located between the above-mentioned parallel planes. They are therefore advantageously retracted when the panel elements are hung. This not only improves the aesthetic appearance of the construction, but also does not require costly machining of the profiles to allow retracting the above means on the side faces of the prefabricated walls.
  • the frame according to the invention can be assembled in its entirety, including for internal partitions and along several perpendicular external walls, before any subsequent mounting of internal or external panel elements 4 on the framework ( Figure 11 is shown before mounting the panels 4, Figure 13 after mounting).
  • a corner stiffening element 40 can optionally be provided.
  • the central cores of the profiles according to the invention are pierced with through openings 32.
  • the hollow compartments 33 (see Figure 13) formed between the sections 1 to 3 and the panel elements 4 applied against the frame both outside and inside are thus brought into communication.
  • the cavity 30 formed between the ground 5 and the basic horizontal framework elements 1 enters into communication with these hollow compartments 33.
  • the profiles and the panel elements can then play the role of formwork. and allow the passage openings 32 of the upper frame elements 3 to fill these forms with a material capable of flowing 34. It may be stabilized sand, a concrete slurry, laterite, etc ...
  • this filling material will be able to solidify inside the formwork (see Figures 13 and 14) and thus increase the mechanical strength of the construction.
  • the filling material can advantageously be insulating from the thermal and / or acoustic point of view.
  • the construction according to the invention thus offers the advantage of easy assembly, while requiring very few different parts.
  • the frame each element of which is light, is easily assembled by few people. On it common light panels are hung, forming a formwork to be filled from above by a material such as concrete, or in tropical countries, the traditional building material, for example laterite.
  • an additional splaying section 35 can be provided, capable of closing the hollow compartments 33 left open by the drilling of the door or window openings.
  • These flares 35 are full and completely cover the four open sides of the door openings by clamping between their wings 36 the two corresponding opposite panel elements 4.
  • Their central core 37 has a projection 38 in its part median so as to form the narrowing of the splay.
  • upper horizontal framework elements of a shape different from that of the lower horizontal framework elements, for example a framework element as illustrated in FIG. 15.
  • This element has, in addition to the profile shown in the Figure 2 parallel raising wings 41, 42 which are located in the parallel planes formed by the external fac es 19 and 20 of the vertical frame elements. These raising wings are optionally held parallel by retaining rods 43.
  • This profile can serve as formwork for pouring into concrete, for example foam concrete, and thus form support beams for the next floor.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP86201908A 1986-11-03 1986-11-03 Verfahren und Fachwerk sowie Konstruktion mit einem solchen Fachwerk Withdrawn EP0266455A1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP86201908A EP0266455A1 (de) 1986-11-03 1986-11-03 Verfahren und Fachwerk sowie Konstruktion mit einem solchen Fachwerk

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP86201908A EP0266455A1 (de) 1986-11-03 1986-11-03 Verfahren und Fachwerk sowie Konstruktion mit einem solchen Fachwerk

Publications (1)

Publication Number Publication Date
EP0266455A1 true EP0266455A1 (de) 1988-05-11

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Application Number Title Priority Date Filing Date
EP86201908A Withdrawn EP0266455A1 (de) 1986-11-03 1986-11-03 Verfahren und Fachwerk sowie Konstruktion mit einem solchen Fachwerk

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3363371A (en) * 1964-01-10 1968-01-16 Villalobos Roberto Fajardo Erection of prefabricated houses
US3478477A (en) * 1967-07-06 1969-11-18 Joseph Roy Poyton Sheet metal building
GB2080851A (en) * 1980-07-28 1982-02-10 Universal Component System Wall module for concrete wall
WO1984004771A1 (en) * 1983-05-23 1984-12-06 Herbert R Madray Metal building construction

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3363371A (en) * 1964-01-10 1968-01-16 Villalobos Roberto Fajardo Erection of prefabricated houses
US3478477A (en) * 1967-07-06 1969-11-18 Joseph Roy Poyton Sheet metal building
GB2080851A (en) * 1980-07-28 1982-02-10 Universal Component System Wall module for concrete wall
WO1984004771A1 (en) * 1983-05-23 1984-12-06 Herbert R Madray Metal building construction

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