WO2014053070A1 - Kit pour réaliser une structure porteuse - Google Patents

Kit pour réaliser une structure porteuse Download PDF

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Publication number
WO2014053070A1
WO2014053070A1 PCT/CH2013/000149 CH2013000149W WO2014053070A1 WO 2014053070 A1 WO2014053070 A1 WO 2014053070A1 CH 2013000149 W CH2013000149 W CH 2013000149W WO 2014053070 A1 WO2014053070 A1 WO 2014053070A1
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WO
WIPO (PCT)
Prior art keywords
core body
columns
kit according
column
connecting part
Prior art date
Application number
PCT/CH2013/000149
Other languages
German (de)
English (en)
Inventor
Laurence DOUET
Original Assignee
Douet Laurence
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 Douet Laurence filed Critical Douet Laurence
Publication of WO2014053070A1 publication Critical patent/WO2014053070A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—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
    • E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • 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
    • E04B2001/2406—Connection nodes
    • 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
    • E04B2001/2415—Brackets, gussets, joining plates
    • 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
    • E04B2001/2433—Connection details of the elongated load-supporting parts using a removable key
    • 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
    • E04B2001/2454—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
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations

Definitions

  • the invention relates to a kit for forming a supporting structure according to the preamble of claim 1.
  • a support structure which is composed of space cells with two penetrating floor frames. These are connected to each other at the periphery via a closed frame which is polygonal or round.
  • the space between the steel girder and the enclosure is filled with a filler such as concrete.
  • At least one connecting element, which extends between the steel girder and the casing, is fastened to the steel girder.
  • Envelope has an opening in the region of the connecting element for fastening a beam.
  • Construction no bars are provided.
  • Composite support is designed by filling it with concrete. This one is in the uses
  • a steel frame with transverse struts (steel mushroom), which is arranged at the end of a column, is used for the connection with a ceiling. In this construction, no beams are provided, but the bond between two adjacent columns takes place here on the reinforced concrete ceiling. They are not
  • kit according to claim 1 This object is achieved by the kit according to claim 1.
  • the other claims indicate preferred embodiments of the kit according to the invention, a supporting structure, manufactured with a kit according to the invention
  • a connecting part which comprises connecting ends for connecting two pillars and which has connecting surfaces on the circumference for connecting at least one beam.
  • the pillars of the kit are designed to be
  • the columns are made of any building materials and need not necessarily be made of steel or another metal.
  • the beams can be positively coupled on the construction site via the connecting part to a column, for example by screws.
  • the inventive kit is u. a. suitable to build stable structures, and is therefore particularly advantageous for use in earthquake-prone areas or for the construction of acoustically isolated buildings in which mechanical waves, the z. B. due to structure-borne noise or impact sound are produced, are largely reducible.
  • Core body and jacket is filled with suitable materials, as explained in detail below.
  • the kit comprises ring elements which are placed against each other for rigid and kraf key connection of a connecting part with a column. Further preferably, the kit has spacers, which are arranged in the assembled state between the core body and the jacket. This results in a particularly accurate alignment of the shell with respect to the core body
  • the core body is preferably a hollow profile, then there are various free spaces which are available with
  • the jacket comprises two half-shells, which facilitates manufacture, transportation and assembly.
  • the core body can be precisely mounted with respect to the mantle, so that in the construction superimposed columns are precisely aligned and core body and coats act in alignment.
  • the connecting surfaces of the connecting part are designed so that one or more beams can be fastened to these by screwing and / or riveting.
  • Embodiments can be seen. Show it
  • Fig. 1 parts of a kit according to the invention in an exploded view
  • Fig. 2 shows the parts according to FIG. 2 in a partial
  • FIG. 3 shows a pillar ring element of a kit according to the invention in a perspective view
  • FIG. 4 shows a connector ring element of a kit according to the invention in a perspective view
  • Fig. 5 is a connecting part of an inventive
  • FIG. 6 shows the connecting part cut in the plane VI -VI according to FIG. 5; Fig. 7, the connecting part according to FIG. 5 in one
  • Fig. 8 is a final part of an inventive
  • FIG. 9 the end part cut in the plane IX-IX according to FIG. 8th ; 10 shows a filling part of a kit according to the invention in a perspective view;
  • FIG. 11 shows a column of a kit according to the invention in a perspective view
  • FIG. 12 shows the column according to FIG. 11 with bars, but without core body;
  • FIG. 13 a beam with connection plates of a
  • connection part according to FIG. 5 shows a connection surface of the connection part according to FIG. 5 and the beam and the connection plate according to FIG. 13 in a perspective view;
  • FIG. 15 shows a variant of the arrangement according to FIG. 14;
  • FIG. FIG. 16 a support structure formed from parts of the kit according to the invention in a perspective view;
  • Fig. 18 shows a further variant of a column in one
  • Fig. 19 shows a further variant of the column in one
  • Fig. 20 the column according to FIG. 10 in the assembled state; 21 shows an anchoring part of a kit according to the invention in a perspective view;
  • FIG. 22 shows a variant of a connecting part in a perspective view
  • FIG. 23 parts of the further variant of the kit according to the invention in an exploded view;
  • FIG. FIG. 24 shows the variant of the arrangement according to FIG. 23 with ring elements;
  • FIG. 25 shows a variant of the column according to FIG. 24 in a plan view in which a filling is provided
  • Fig. 26 shows the connection of two, only partially shown I-profiles by means of a connecting body in one
  • FIG. 27 shows the first half of a further variant of a connecting part in a perspective view
  • FIG. 30 shows the connecting part according to FIG. 29 with beams attached thereto in a plan view
  • FIG. 31 shows the connecting part according to FIG. 30 in a perspective view
  • FIG. FIG. 32 shows the parts according to FIG. 31 in combination with columns, which are only partially shown
  • Fig. 33 is a space cell formed from a
  • FIG. 34 shows the room cell from FIG. 33 in a schematic illustration without central support
  • Fig. 35 shows a variant of a room cell formed from a kit according to the invention.
  • Supporting structure comprises columns 1, the ends of which are connectable by means of ring elements 30, 40 with a connecting part 20.
  • the connecting part 20 and the end-mounted ring elements 40 together form a connection module, which two columns 1 arranged one above the other
  • a column 1 has a core body 2 and a jacket 3, which in the assembled state around the core body second
  • connection part 20 runs around and is spaced from this (see also Fig. 2).
  • the one end 2 a of the core body 2 protrudes beyond the end of the shell 3 so that it can project into an opening opening 21 in the connection part 20.
  • the connector ring members 40 are end of
  • Connecting part 20 can be arranged and with this z. B. by
  • the ring elements 30, 40 are by means of fastening means 11, z. As screws or rivets on the jacket 3 and am
  • the ring elements 30, 40 include flanges, the z. B. are connected to each other by screwing, so as to secure the columns 1 on the connecting part 20.
  • Fig. 2 shows the situation in which the
  • Connecting member 20 has at the bottom a projection 20a (see also Fig. 5), which is insertable into one end 2b of the core body 2.
  • FIG. 3 shows the pillar ring element 30 which comprises an annular wall 31 projecting from a flange 32.
  • the annular wall 31 and the flange 32 are provided with passage openings 33, 34 through which screw ends can be passed, to attach the annular wall 31 to a pillar 1 and the flange 32 to the connector ring member 40.
  • the positioning means here have a projection 35 which protrudes inwardly from the inside of the annular wall 31 and can be introduced into a recess 5 in the casing 3 of the column 1 (see Fig. 11, where the recesses 5 are indicated by dashed lines).
  • the connector ring element 40 according to FIG. 4 has a similar construction to the pillar ring element 30 and comprises an annular wall 41 with passage openings 43 for attachment to the connection part 20, a flange 42
  • the positioning means 45 here have a projection 45 which projects from the inside of the annular wall 41 inwardly and in a (not shown) groove in the connecting part
  • Figures 5 to 7 show the connecting part 20, which has a through hole 21 with different
  • Adjusted core body 2 and here has a first cylindrical inner surface 21 a, to which a paragraph via a second cylindrical inner surface 21 b with
  • the connecting part 20 is insertable and adapted to the shape of this end 2b.
  • the end 20a of the connecting part 20 has a shoulder 20b on the outside.
  • the dimensions of the inner surfaces 21a, 21b and the end 20a may be selected so that core bodies 2 can be connected, which have different dimensions and / or shapes.
  • the connecting part 20 then acts as
  • the connecting part 20 has outside connecting surfaces 25 for connecting bars 50 (see Fig. 13).
  • FIGS. 8 and 9 show a termination part 60, which serves as termination at the upper end of a column 1.
  • End part 60 is formed closed and includes an inwardly offset insertion end 60 a, which in the
  • Core body 2 of the column 1 can be inserted.
  • Fig. 10 shows a filling part 65, which serves as a funnel for filling a column 1 and has an inner region 65a and an outer region 65b extending around it. ever According to what gap is to be filled in the column 1, either - as shown here - the inner region 65a is open and the outer region 65b is closed or then the inner region 65a is closed and the outer region 65b is open.
  • Fig. 11 shows a column 1 with a jacket, which here consists of two half-shells 3a, 3b composed.
  • This multi-part design of the shell has the advantage that production, transport and installation of the column 1 are facilitated.
  • the column 1 has at least one spacer 6a, which on the core body 2 and on the jacket, z. B. at the
  • Semi-shell 3a is attached and thus hold the core body 2 in its position with respect to the jacket.
  • Core body 2 are fixed intermediate elements 7, which extend from the outside of the core body 2 to the inside of the shell 3a, 3b. Those intermediate elements 7, the end on the one half shell, z. B. abut, can be firmly connected to this, while the other
  • the intermediate elements 7 may be round and / or tapered.
  • Fig. 11 are also the mounting holes 4 and the outside of the shell 3 arranged depressions 5 indicated, in which the ends of the screws or the projections 45 come to rest in the attachment of the connector ring elements 30 am Jacket 3a, 3b.
  • the mounting holes 4 are z. B. provided with threads to tighten the screws can.
  • the core body 2 is in the form of a tube which projects beyond the end of the jacket 3a, 3b at the one end 2a in order to be able to plug it into a connecting part 20.
  • the end 2a is here smaller in outer diameter than the rest of the tube 2.
  • the other end 2b of the tube 2 is the end 20a of the
  • the rods 8 are made of common materials, eg. As steel, aluminum, in particular
  • the filler material can be filled when filling z. B. in flowable or pourable form and include the following components:
  • Foaming material eg in the form of a
  • rods 8 are provided, they act as a reinforcement when attaching a hardenable mass in the free space between the core body 2 and the shell 3. In damping materials in the free space, for. As sand, the rods 8 also act as damping elements: These channel energy waves, for example, in vibrations (eg., Due to a
  • the core body 2 is hollow, so that it is ebenf lls filled with filler of choice.
  • the column 1 special properties can be imparted, so that they z. B. forms a particularly stable anchorage, any
  • Fig. 13 shows an example of a beam 50 in the form of an I-profile.
  • head thrust plates 51 At the respective end of the beam 50 are head thrust plates 51 (hereinafter also
  • FIG. 14 shows the connection surface 25 of the connection part 20, which is arranged here opposite a round, convexly shaped inner surface which comes to rest on the round peripheral surface of the connection part 20.
  • the connection surface 25 is here provided with mounting holes 26 which merge into threads formed in the connection part 20 in order to tighten screws.
  • Mounting holes 26 has the connection plate 51
  • Fasten pad 25 of the connecting part 10 can. As explained at the beginning, there are others as well
  • connection plate 51 protrude.
  • the dowel pins are threaded at the ends, so that z. B. nuts can be attached. It is also conceivable to design the ends of the dowel pins so that they can be deformed to form a rivet connection to rivet heads.
  • connection plate 51 is fastened to the end face of the I-profile 50.
  • Fig. 15 shows a variant in which on the connecting plate 51, two spaced-apart holding elements 55 are fixed, between which come to lie in the assembly, the middle part of the I-profile 50.
  • the holding elements 55 each have a passage opening 55a.
  • the middle part of the I-profile 50 also has a through hole 50a, which is aligned after assembly with the through holes 55a, so that a bolt through the
  • Through holes 55 a and 50 a can be passed to attach the beam 50 to the terminal plate 51.
  • the parts 1, 20, 30, 40, 50, 60 are usable as a kit for forming a supporting structure, they are made of a building material, which is suitable for the corresponding
  • z. B. may be: metal, especially steel or aluminum,
  • the column 1 is at least partially made of electrically conductive material, in particular metal, or is at her and their compounds an electrically conductive component, for. B. attached a braided metal wire, it can also be used for grounding. If core body 2 and jacket 3 are made of metal, then by providing an electrically conductive material for the spacers 6a in FIG. 11, differences in the electric charges compensated. Core body 2 and shell 3 assume a supporting function here. Depending on the application, a structural engineer can design the column so that the force distribution on the core body 2 and jacket 3 takes place in the desired ratio.
  • the z. B. should only fulfill a decorative purpose and therefore need to be formed non-supporting
  • 16 shows by way of example a part of a supporting structure comprising columns 1, connecting parts 20, ring elements 30, 40, beams 50 and end part 60. If shell 3 of column 1 is made up of half shells, as explained above, then these are assembled during assembly firmly connected to each other and endsextig one each
  • the connector ring element 40 is fixed on the element 30 with the jacket 3, which here the outermost surface of the
  • the parts 3, 30, 40 are by means of fastening means 11, z. As screws or rivets, rigidly and frictionally attached to each other.
  • fastening means 11, z As screws or rivets, rigidly and frictionally attached to each other.
  • the lowest column 1 according to FIG. 16 is by means of a
  • Anchoring part 70 anchored in the form of an anchoring plate or foundation plate at the bottom B.
  • grub screws 71 which z. B. are mounted in a pile driven into the ground and to which the
  • Anchoring part 70 can be fastened by nuts.
  • the two lower columns 1 are directly by means of
  • the three upper columns 1 according to FIG. 16 are in each case firmly connected to one another via a connecting part 20.
  • a ceiling plane El or E2 which is indicated in Fig. 16 by dashed lines.
  • the ends of the beams 50 which are free in this FIG. 16 can be connected to further beams 50 and / or further connecting parts 20.
  • Connections between the columns 1 are housed directly in the ceiling or in the ground.
  • Cross-section has a different round shape, z.
  • Fig. 17 shows an example with a core body 2 'and a jacket 3', each having a square cross-section.
  • Fig. 18 shows an embodiment in which in
  • rods 8 are not attached to the shell 3, but within the tube 2, as indicated by the dashed lines 8.
  • the tube 2 is filled after mounting the column with material. It is also conceivable, in addition or alternatively, for example, according to FIG. 18, to arrange bars 8 between tube 2 and casing 3 and to fasten them to the outer surface of the tube 2.
  • the core body 2 have been shown in the form of a hollow body. Of course, there are also embodiments conceivable in which the core body 2 partially or
  • FIG. 19 shows an exemplary embodiment with a rolled section 12 as the core body, which is designed here as an I-profile. Similar to the core body 2 according to FIG. 11, spacers 6a and intermediate elements 7 are provided on the I-profile 12
  • the profile 12 protrudes beyond the end of the shell 3 each end.
  • the shell 3 is composed here, as in the example according to FIG. 11, of two half shells which are assembled during assembly, cf. Fig. 20, and then of
  • Fig. 21 shows an anchoring part 75 with a
  • Central body having a recess 76 which corresponds to the shape of the profile 12.
  • the central body is surrounded by a spaced annular wall 77 and a flange 78 for attachment.
  • FIG. 22 shows a connecting part 80 with a central body 81, in each of which a recess 82 on both sides is incorporated, which corresponds to the shape of the profile 12.
  • the respective recess 82 thus terminates in the central body 81 to form a stop surface for the end of the profile 12.
  • connection part 80 has outside on the periphery connecting surfaces 85 for connecting beams 50.
  • ring elements 40 are likewise attached to the connection part 80 for connection to the ring elements 30.
  • Fig. 23 shows an example of an arrangement with two columns of shell 3 and profile 12, which are connectable in the middle by means of a connecting part 80.
  • the lowermost column 3, 12 can be fastened by means of the anchoring part 75 to pins 71 protruding from the bottom B.
  • the uppermost column can be closed by a closing part 60 ', which has a recess (not visible in FIG. 23) for receiving the end of the profile 12.
  • Fig. 24 shows an arrangement similar to the example according to Fig. 23, wherein here also the ring elements 30, 40 are shown, by means of which the columns 3, 12 are connectable end to the adjacent parts.
  • the anchoring part 75 and the lowermost column 3, 12 are anchored in the ground.
  • the end 12 a of the core body 12 is connectable to the connecting part 80.
  • the embodiments of the column shown so far have in each case a jacket 3 as a cladding of the core body 2, 12.
  • a jacket 3 as a cladding of the core body 2, 12.
  • Fig. 25 shows the column 1 of the variant according to Fig. 24 in a plan view, in which case a filling is provided, which consists for example of self-hardening and / or damping material.
  • the filling can take place in the cavities 15a or 15b, which are arranged within the jacket 3.
  • the cavity 15b is formed between the legs of the I-profile 12 and attachment plates 51 attached thereto.
  • Biegesteife intermediate parts 7 serve the
  • Core body 12 directly or indirectly via the
  • the two half-shells of the shell 3 may be provided with a layer inside, z. B. by previous spraying.
  • the layer is, for example, damping and / or thermally insulating.
  • the two half-shells z. B. plastic, glued together and not welded.
  • two profiles 12 are connectable to each other by a connecting body 97 is used, as shown in Fig. 26.
  • a connecting body 97 is used, as shown in Fig. 26.
  • Connecting body 97 has, on two opposite sides, recesses 97a and 97b corresponding to the shape of the core body 12, ie, in the present example, the recesses 97a, 97b are I-shaped, so that the I-shaped ones Profiles 12 are inserted. As indicated by the double arrow 98, the two recesses 97a, 97b end in
  • Gap results in the formation of abutment surfaces for the core body 12th
  • the connecting body 97 is embedded in a connecting part in the manner of the connecting part 80 according to FIG. 22, which is designed such that the jacket 3 rests and can be connected to the connecting part by means of a ring element 30.
  • kits shown so far are z. B. mountable as follows:
  • Kits are standardized and produced as standard. However, it is also possible to carry out welding work manually.
  • kits shown so far are in addition to the construction of permanent structures and structures also suitable to provide temporarily created buildings, such as. B. in disaster areas in the form of emergency shelters.
  • the individual parts of the kit are designed so that they can be detachably connected to each other, so that after the use of a simple disassembly is possible. So z. B. in the column 1 according to FIG. 11 a possible
  • kits are filled with a material, so end parts are provided to complete the bottom of each lowermost column 1.
  • the parts of the kit are preferably made of lightweight materials
  • tensioning cables can be provided, which go off to the side and are anchored to the ground.
  • FIGS 27 to 31 show an embodiment of a connecting part 90, which consists of two halves 90a, 90b.
  • the respective half 90a, 90b has a recess 91 and a connecting piece 92, which protrudes from the recess 91 and which is formed here as an I-profile.
  • the connecting piece 92 is fastened to the inside of the half 90a, 90b by means of intermediate parts 93 (see Fig. 30).
  • On the outside of the respective half 90a, 90b is a
  • Pad portion 95 a and 95 b arranged. Two Terminal surface portions 95a and 95b form after
  • Attachment surfaces 95 are attached, the two halves 90a, 90b are firmly held together (see Fig. 31).
  • the connecting part 90 is connectable to columns by z. B. ring elements 30, 40 are used, see. Fig. 32. As a result, the coats 3 of the superimposed columns are interconnected.
  • the multi-part connecting part 90 is particularly suitable for z. B. to disassemble a created support structure again.
  • kits shown here are particularly advantageous for the design, transport and assembly. Due to the parallel or coaxial arrangement of the profiles, the static calculations are particularly simple. It can also be commercially available, in particular standardized components or
  • Components eg profiles
  • the columns can be arranged very precisely one above the other, so that even in multi-storey buildings, in particular
  • the components shown above are rigid structures, which for a
  • the columns are designed so that the
  • kits can be used in many ways to a supporting structure, eg. B. in the form of a skeleton or
  • Building at least one beam is connected to a column.
  • Fig. 33 shows an example of the use of the kit for the construction of a supporting structure in the form of a
  • This is two-storey here and has two support frames 101 and 102, which
  • the support frame 101 is formed of pillars 101a, 101b which are oriented vertically and which are connected across beams 50 and thus horizontally.
  • the support frame 102 is formed of supports 102a, 102b which extend across it
  • the support frames 101 and 102 are connected by a cross frame 103 of beams 50 arranged between the ends of the support frames 101 and 102.
  • the supports 101a, 101b, 102a, 102b are each formed from two columns, as described above.
  • the crossing points (nodes), at which columns and beams meet, are formed by connecting parts in the manner of the connecting parts 20, 80 and / or 90. These allow a non-positive and rigid bond between columns and beams, so that the Tragkonstrukt ion is particularly stable overall.
  • FIG. 33 By arranging further room cells according to FIG. 33, structures of any size can be created. If columns are used with rectangular cross section, such. B. shown in Fig. 17, so there are particularly large contact surfaces available where the columns of adjacent space cells abut each other. As a result, a particularly high stability can be achieved.
  • the design of the columns has the advantage that, for a given cross-section, a greater load-bearing capacity can be achieved than usual, or, conversely, columns with a smaller cross-section can be used than usual for given carrying capacity values.
  • a further support 104 is arranged in the middle of the room cell, which support is connected via beams 50 to the supports 101a, 101b, 102a, 102b.
  • the two columns which form the central support 104 may also be omitted, as can be seen from the schematic Fig. 34.
  • Fig. 35 shows an example in which the sides of the cross frame 103 'between the columns are straight.
  • the cross frame 103, 103 may also have other polygonal shapes or round shapes, where they may be concave or convex.
  • Structures of several space cells can be built in a simple manner with standardized components of different materials, which may also be composite structures, such as wood, plastic, metal or various steel profile types and light alloys, such as aluminum or reinforced hollow sections, which are subsequently, for example, with concrete, fillable.
  • composite structures such as wood, plastic, metal or various steel profile types and light alloys, such as aluminum or reinforced hollow sections, which are subsequently, for example, with concrete, fillable.
  • Room cells are constructed, have an inherent stability, which acts both vertically and horizontally in a supporting manner.
  • the other elements that are attached to the wall, floor or ceiling of a room cell therefore, do not necessarily have a supporting function. They can therefore be made of particularly lightweight materials. So it is z. B. conceivable to use a resilient material such as fabric, tarpaulins or the like as an outer wall. Further, it is conceivable to use thermally and acoustically insulating elements, which usually have no supporting function. Overall, there are economic benefits due to simplified production,
  • the supporting structure that can be created by the kit can be used for the construction of different structures, which for example have the following shapes: multi-storey
  • the buildings can be built in a particularly stable manner. If forces act on the structure, then the
  • the supporting structure is u. a. capable of absorbing external vibrations and / or internal waves, in particular by using heat-conducting materials reduced, minimized or even absorbed. Such vibrations and internal waves are z. B. by
  • Wind forces, sound and / or vibrations of the ground caused.
  • earthquake-proof structures can be created by means of the kit. These can either be intended for permanent use or even for a temporary, for. For example, after an earthquake, earthquake-resistant buildings can be erected quickly and at
  • the interior of the columns can be provided with filler material to give the structure particularly good stability. Transportation is particularly easy when the kit is transported to the earthquake area and material that is available there, such as sand, gravel, earth, etc., is used as filler material.
  • kits shown here make it possible to create stable supporting structures even with a smaller cross-section of the columns or to achieve a greater load-bearing capacity with a constant cross-section. It is thus one
  • Structural forms which are proposed in AT 405 661 B, can be carried out to an improved degree by using the kit according to the invention. It is provided in a building of several, each other and / or superposed, each designed as a support structure, substantially prismatic space elements, provided that each space element each of two interpenetrating, each other preferably a right ink
  • At least two-story, closed floor frames (101, 102) is formed, wherein preferably vertical portions (101a, 101b, 102a, 102b) form the outer edges of the space element and middle,
  • Purpose can be used.
  • Kit components that consist of at least two columns, on the one hand, and on the other hand, for connecting the horizontal components to the vertical ones
  • Wave energy On the one hand, the introduction of horizontal forces (eg wind forces) into at least both columns or column elements, on the other hand the derivation of the
  • kits and the supporting structures and structures made therefrom are as follows: - given a variety of uses,
  • the kit comes with a few different parts, which are in a lightweight construction and precise manufacturable.
  • the parts similar to a clockwork - can be created in a particularly economical way manifold supporting structures and structures.
  • so manifold profiles are used as a core body as hollow sections, especially those with round, z. B. circular, or polygonal cross-section, and solid profiles, in particular rolled profiles such as I or T profiles.
  • Cost-effective designs can be achieved by using profiles as core bodies that have standardized dimensions.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention concerne un kit pour réaliser une structure porteuse, qui comprend des montants (1) présentant chacun un corps central (2) et au moins une gaine qui entoure le corps central (2) à l'état monté. Il est prévu au moins un élément d'assemblage (20) qui présente des extrémités d'assemblage servant à relier deux montants (1) à force et de manière résistante à la flexion. L'élément d'assemblage présente sur sa périphérie des surfaces de raccordement pour raccorder au moins une poutre
PCT/CH2013/000149 2012-10-02 2013-08-22 Kit pour réaliser une structure porteuse WO2014053070A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH01804/12A CH707053B1 (de) 2012-10-02 2012-10-02 Bausatz zur Bildung einer Tragkonstruktion.
CH1804/12 2012-10-02

Publications (1)

Publication Number Publication Date
WO2014053070A1 true WO2014053070A1 (fr) 2014-04-10

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ID=47115068

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PCT/CH2013/000149 WO2014053070A1 (fr) 2012-10-02 2013-08-22 Kit pour réaliser une structure porteuse

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Country Link
CH (1) CH707053B1 (fr)
WO (1) WO2014053070A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109252621A (zh) * 2018-11-22 2019-01-22 福泉市发隆钢构有限公司 一种高承重强度钢管混凝土柱
AT522733A1 (de) * 2019-07-02 2021-01-15 Friedrich Koschier Stahlkonstruktion Knotenverbindung
EP3754127A4 (fr) * 2018-04-20 2021-04-28 Qingdao University of Technology Module intelligent assemblé avec consommation d'énergie de compartiment d'amortissement de particules, et son procédé d'installation
WO2023041612A1 (fr) * 2021-09-15 2023-03-23 Ingenieurbüro Stengel Gmbh Dispositif de support pour une file de rails d'un ensemble montagnes russes et ensemble montagnes russes en étant équipé

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19712235A1 (de) 1996-03-25 1997-11-13 Geilinger Stahlbau Ag Brandsichere Verbundstütze
AT405067B (de) 1994-06-23 1999-05-25 Bernard Ing Douet Anordnung zur verbindung von balken in einem gebäude und verfahren zur herstellung eines gebäude-skeletts unter verwendung von miteinander verbundenen balken
AT405661B (de) 1996-07-05 1999-10-25 Bernard Ing Douet Bauwerk
DE10004768A1 (de) 2000-02-03 2001-08-09 Gernot Wolperding Stahlkernstütze für die Verwendung im Geschoßbau und Verfahren zu deren Herstellung
WO2007066228A2 (fr) * 2005-09-29 2007-06-14 Bernard Douet Poteau mixte destine a des raccords a goussets de batiments et structure de batiment
AT502603B1 (de) 2005-09-29 2008-11-15 Douet Bernard Ing Verbundstütze
KR20110061840A (ko) 2009-12-02 2011-06-10 서울시립대학교 산학협력단 중공형 콘크리트 충전 이중 강관기둥과 에이치형강 보의 접합부 구조 및 시공방법

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT405067B (de) 1994-06-23 1999-05-25 Bernard Ing Douet Anordnung zur verbindung von balken in einem gebäude und verfahren zur herstellung eines gebäude-skeletts unter verwendung von miteinander verbundenen balken
DE19712235A1 (de) 1996-03-25 1997-11-13 Geilinger Stahlbau Ag Brandsichere Verbundstütze
AT405661B (de) 1996-07-05 1999-10-25 Bernard Ing Douet Bauwerk
DE10004768A1 (de) 2000-02-03 2001-08-09 Gernot Wolperding Stahlkernstütze für die Verwendung im Geschoßbau und Verfahren zu deren Herstellung
WO2007066228A2 (fr) * 2005-09-29 2007-06-14 Bernard Douet Poteau mixte destine a des raccords a goussets de batiments et structure de batiment
AT502604B1 (de) 2005-09-29 2008-06-15 Douet Bernard Ing Verbundstütze für knotenverbindungen von bauwerken sowie gebäudeskelett
AT502603B1 (de) 2005-09-29 2008-11-15 Douet Bernard Ing Verbundstütze
KR20110061840A (ko) 2009-12-02 2011-06-10 서울시립대학교 산학협력단 중공형 콘크리트 충전 이중 강관기둥과 에이치형강 보의 접합부 구조 및 시공방법

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3754127A4 (fr) * 2018-04-20 2021-04-28 Qingdao University of Technology Module intelligent assemblé avec consommation d'énergie de compartiment d'amortissement de particules, et son procédé d'installation
CN109252621A (zh) * 2018-11-22 2019-01-22 福泉市发隆钢构有限公司 一种高承重强度钢管混凝土柱
AT522733A1 (de) * 2019-07-02 2021-01-15 Friedrich Koschier Stahlkonstruktion Knotenverbindung
WO2023041612A1 (fr) * 2021-09-15 2023-03-23 Ingenieurbüro Stengel Gmbh Dispositif de support pour une file de rails d'un ensemble montagnes russes et ensemble montagnes russes en étant équipé

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CH707053A1 (de) 2014-04-15
CH707053B1 (de) 2016-09-30

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