EP0565446A1 - Herstellung von geschlossenen oder offenen Wohnräumen, wie Verandas, Pergolas, Wintergärten oder bewohnbaren Nebengebäuden - Google Patents

Herstellung von geschlossenen oder offenen Wohnräumen, wie Verandas, Pergolas, Wintergärten oder bewohnbaren Nebengebäuden Download PDF

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Publication number
EP0565446A1
EP0565446A1 EP93400913A EP93400913A EP0565446A1 EP 0565446 A1 EP0565446 A1 EP 0565446A1 EP 93400913 A EP93400913 A EP 93400913A EP 93400913 A EP93400913 A EP 93400913A EP 0565446 A1 EP0565446 A1 EP 0565446A1
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EP
European Patent Office
Prior art keywords
modular
elements
horizontal
allowing
erection
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.)
Granted
Application number
EP93400913A
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English (en)
French (fr)
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EP0565446B1 (de
Inventor
Georges Harnois
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Individual
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Individual
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Publication date
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/064—Gutters
    • E04D13/0648—Gutters comprising provisions for heat insulation, e.g. an insulation layer
    • 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
    • E04B1/0046—Loggias
    • 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
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/36—Columns; Pillars; Struts of materials not covered by groups E04C3/32 or E04C3/34; of a combination of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/064—Gutters

Definitions

  • the present invention relates to the field of construction.
  • the invention relates more particularly to the production of closed or open living spaces, such as veranda, pergola, winter garden or residential annex.
  • the invention is particularly applicable to the realization of closed or open premises constituting spaces annexed to a main house in the context of the search for an enlargement of the living space from a house, preferably a single house, by realizing , in particular by resting on a wall of the house, an annexed volume closed or open and usable, depending on the degree of insulation provided, in any season or possibly in a period limited to fine weather.
  • This search for an increase in living space can be exercised in several directions, in particular the development of lost attic space, the construction of fitted cellars or even the construction of additional premises supported on a wall of the dwelling and can be widely open to the outside, in particular by the presence of large bay windows, which leads to the installation of verandas or winter gardens.
  • the external attached structures are generally made from reinforcing elements assembled on site and manufactured from various materials, in particular wood or metallic profiles, in particular aluminum.
  • the pillars can support hollow elements forming lintels with a decorative exterior appearance capable of also receiving, after placing horizontal reinforcement, a concrete pour; these conventional techniques have the drawback of long-term immobilization capable of disturbing the life of the occupants; it is indeed necessary to have the props under the elements forming lintels and constituting lost formwork which must be kept in place for the time necessary for the "setting" of the poured concrete.
  • the invention aims to remedy these various drawbacks and makes it possible to produce annexed living spaces of the verandas, pergolas or attached parts type, from modular elements assembled on the site and not requiring the pouring of concrete or cement and by therefore likely to be set up extremely quickly.
  • the invention makes it possible, moreover, to produce, according to a second object, a support structure of beautiful appearance having the appearance of stone and therefore capable of harmonizing under conditions of total aesthetics and pleasing to the eye with the general appearance of the house when it is made from traditional materials and typical or regional architecture.
  • the invention thus makes it possible to set up a bearing structure with a stone appearance which can itself receive all kinds of arrangements, thus making it possible to create a closed space on itself open to light or, on the contrary, obscured by opaque walls or possibly fully open for the realization of covered, closed terraces, pergolas or ancillary rooms.
  • the invention relates to a construction method for the realization of closed or open living spaces, such as veranda, pergola, winter garden or residential annex, of the type in which elements are assembled together.
  • a frame capable of possibly receiving insulation walls, in particular roofs, glazing or walls.
  • the outer facing layer is attached to the alveolar intermediate body by means of an interstitial layer of a rigid material with a lacunar structure and forming a grid;
  • said incomplete structure is made of expanded metal
  • said incomplete structure is formed of a grid made of resin of the type known under the trademark KEVLAR reinforced with fiberglass.
  • the intermediate filling body is of expanded polyurethane.
  • the exterior coating is advantageously produced in the form of a cement-based binder of the CPA type with the incorporation of sand.
  • the invention relates more particularly to a modular element intended for the erection, by superimposition of joined modular elements, of a vertical column and these modular elements are characterized in that the central core consists of a cylindrical sleeve made of synthetic material allowing the engagement of an internal splice joint between two superimposed modules.
  • the intermediate filling honeycomb body comprises a plurality of rigid tubes embedded in its mass, arranged parallel to said sleeve, the tubes belonging to two superimposed sleeves coming in extension and allowing the engagement of a tubular splice of junction, internally straddling two joined co-linear tubes.
  • the invention also relates to an embodiment of a modular element intended more specifically for the erection of a horizontal beam and this modular element is characterized in that it comprises a central inner core consisting of a metal profile with general quadrangular section open in U-shape, a first vertical branch of the U-profile being extended inward by an inverted L-angle defining in its volume, concave a housing for the reception of a common connecting piece with several butted horizontal modules.
  • the second branch of the metal U-shaped profile is extended by a veil inclined upwards and outwards forming the stiffening core of an inclined facade provided with moldings and extending towards the top the intermediate filling body to constitute an outer wall forming a pediment and coated with the facing layer.
  • the invention also relates to an assembly for the erection of a central pillar consisting of a plurality of modular elements as defined above, and this assembly also comprises a plurality of assembly elements formed on the one hand, d '' central splints made up of tubes with an outside diameter corresponding with a small clearance to the inside diameter of the said central cylindrical sleeves disposed at the heart of the modular elements, each tubular splint and the two sleeves which it linked being capable of being joined by gluing and being produced in the same synthetic material, for example PVC, and the assembly also comprises tube sections of outside diameter corresponding with a small clearance to the inside diameter of the connecting tubes embedded in the alveolar intermediate body, these tubes forming splint being thus able to be engaged internally astride the tubes embedded in the heart of the material intermediate era belonging to the two juxtaposed sleeves.
  • the invention also relates to a set of modular elements intended for the erection of a vertical beam or lintel, possibly resting on two pillars or lateral columns, and the assembly consists of a plurality of modular elements with horizontal assembly. and the assembly also includes a plurality of fishplates made up of metal sections of external section corresponding with a small clearance to the internal section of the metal U-shaped sections and these fishplates allowing the bonding by the internal insertion of the fishplates overlapping on two profiles belonging to two neighboring modular elements, the joining of these two adjacent elements, the fishplates and the two metal sections which they link being joined together, in particular by screwing.
  • the above assembly also includes a connecting element common to all of the modules defining the horizontal beam or lintel and consisting of a linear structure of unitary wood material of length corresponding to the length of the beam or lintel and this woody structure is of section allowing its insertion in the co-linear housings formed by the alignment of the angles in inverted L, belonging to the joined horizontal modules, said structure, in particular of the wooden chevron type, being secured by a plurality of screws passing through the profiled metal cores and the connecting ribs to penetrate the woody material of the unitary structure.
  • an assembly according to the invention comprising a plurality of modular elements vertical res for the erection of columns or pillars, and a plurality of horizontal modular elements for the establishment of a horizontal beam or lintel, also includes junction nodes allowing the joining between the top of a column or pillar and the end of one or more horizontal beams or lintels, these junction nodes being characterized in that they comprise a base provided with a central sleeve allowing the connection to the vertical element situated at the top of the pillar by engagement d '' a tubular splint straddling the sleeve belonging to the vertical element defining the top of the pillar and on the sleeve belonging to the base of said junction node, and the junction node comprises at least one, and preferably two or more lateral feeders arranged at 90 ° to the direction of the sleeve belonging to the base of said junction node, each lateral feeder comprising a metal profile e n U of section corresponding to
  • the structure of the modular elements as it was previously defined remains substantially the same in both cases and it comprises from the outside to the inside a facing layer formed by a hydraulic binder reinforced by a rigid, incomplete structure, an intermediate filling material formed from a rigid expanded resin and a hollow rigid inner core allowing, by insertion of a connection bar, the joining of two neighboring elements and the conformation of a column or pillar on the one hand, or of a cornice, lintel or horizontal beam, on the other hand.
  • the coating itself consists of a white CPA 55 cement dosed at approximately 550 kg per m 3 of sand, with a particle size between 0.3 to 0.75 mm with the addition of a plasticizer and a carrier of air.
  • the minimum thickness obtained by this reinforced plaster is 20 mm.
  • Insulation coefficient approximately 0.02 kg calorielMH o C.
  • the inner core of the modular element is formed by a tubular sleeve 5 made of compact PVC with a diameter of 140 mm and a thickness of 4 mm, making it possible to receive a connecting joint 7 also made of PVC capable of being secured by bonding; the internal dimensions of the sleeves forming the core of the block and of the tubular splices allow the fitting of the splint inside the sleeves straddling two sleeves belonging to two neighboring blocks as shown in Figure 1.
  • connection of the splint 7 on the inner sleeves 5 is carried out with an adhesive based on PVC and on strong solvent, thus realizing a true cold weld by surface dissolution of the PVC belonging to the two assembled elements.
  • the rigid polyurethane mass has internally embedded tubes 6, for example four in number, and arranged parallel to the central sleeve; these aluminum tubes constitute connecting and load-taking elements; they are assembled from one block to another, being arranged in a co-linear fashion by insertion of tubular connecting bars 8 arranged internally and straddling two tubes belonging to two superimposed vertical blocks.
  • the seal between the vertical blocks intended to make a column or pillar together can be obtained by a flexible seal made of PVC foam with closed cell and coated with butyl.
  • the erection of a pillar or column is made from reservations made in a foundation allowing to perform a sealing by insertion in each of these four reservations, threaded rods (not shown), which are chemically sealed in the foundation by a resin, in particular of the epoxy acrylate type.
  • the vertical modular elements can be assembled; this elevation is effected by a set of interlocking of the aluminum tubes 8 in the tubes 6 at the heart of the vertical elements and of the cylindrical fishplates 7 within the tubular cores formed from the PVC sleeves 5.
  • tubular splint 7 is bonded to the heart of the PVC core 5 of the upper element which will be included in the corresponding sleeve of the lower element; by simultaneously fitting the central sleeves and the peripheral tubes, alignment, stability and load takeover are ensured; this assembly giving compression to around 10% of the previously described seal and placed between two superimposed elements ensures perfect sealing which will be completed by a traditional seal between the superimposed blocks.
  • the horizontal modular elements 9 according to the invention intended for the conformation of a cornice, lintel or horizontal beam, have the same structure as previously described; these elements illustrated in Figures 4, 5 and 8 therefore have on the outside a facing coating identical to that defined above for the blocks or vertical modular elements; in the case of horizontal modular elements, the reinforcement of the hydraulic binder 2 'consists of a grid of galvanized expanded metal 3'.
  • the central mass consists of a polyurethane insulation 4 'identical in nature to what has been indicated and described above for blocks with vertical superposition.
  • the inner core of the horizontal elements consists of a metallic profile in galvanized steel, with a thickness of 2 mm constituting the framework of the horizontal modular elements; these metal profiles 10 forming the core of the horizontal modular blocks are receptors for profiles 11 of complementary conformation allowing the interior fitting of these complementary profiles 11 forming a splint inside the profiles 10 to ensure the junction, the bonding and the joining of two horizontal modular blocks assembled end to end.
  • the metal profile forming the core of the horizontal modular blocks has a general U-shaped structure open upwards; a lateral branch of the U has a return 10a towards the inside forming an L-shaped angle iron whose concavity is capable of receiving a beam for example, a chevron of quadrangular section, capable of subsequently conforming the plate failure 12 for receiving the supports and of the roof framing, as seen in Figure 8.
  • the strip forming profile 11 is advantageously secured to the woody element 12 by screwing, the screw 12a penetrating both the latter and the profile 10 forming the core of the horizontal modular element; the splint is thus secured to two profiles 10 belonging to two neighboring modular elements ensuring their bonding and the cohesion of the assembly.
  • elements forming a junction node are used between the head of a pillar or column and the end elements belonging to a cornice or lateral lintel, as illustrated in FIGS. 6, 7 and 9.
  • blocks are used defining either a central cornice allowing the connection of two co-linear cornice elements on a column, or a corner junction node allowing the support on a column head of two cornice elements arranged, for example, at right angles.
  • the junction nodes 13 ( Figures 6 and 7) arranged at the head of the columns include a base 14 of structure identical to that of the vertical modular elements and consequently comprising a central sleeve 5 ′ and peripheral connection tubes 6 ′; this junction node can thus rest on the head of a column as seen in Figures 6 and 7; the junction node 13 is linked by the ribs ensuring the idarization ground of this junction node, on the one hand, on the peripheral tubes and on the other hand, on the central sleeve.
  • the junction node has two feeders provided with profiled metal cores 10 'which will therefore allow, by insertion of a splint 11', the joining of the neighboring modular element 9 'constituting the end of the cornice on said node junction.
  • the overall cornice 14 can receive a prefabricated roof 15 resting on the sand pit 12 and in this case, in reception of rainwater formed by a gutter of the France slab type 16, the vertical flow being able to borrow the conduit formed by the superposition of the sleeves forming the soul of the vertical elements of the pillars.

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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)
  • Tents Or Canopies (AREA)
  • Toys (AREA)
  • Artificial Fish Reefs (AREA)
  • Rod-Shaped Construction Members (AREA)
EP19930400913 1992-04-07 1993-04-07 Herstellung von geschlossenen oder offenen Wohnräumen, wie Verandas, Pergolas, Wintergärten oder bewohnbaren Nebengebäuden Expired - Lifetime EP0565446B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9204243A FR2689551B1 (fr) 1992-04-07 1992-04-07 Procede de realisation de locaux refermes ou ouverts, constituant des espaces annexes a une habitation principale.
FR9204243 1992-04-07

Publications (2)

Publication Number Publication Date
EP0565446A1 true EP0565446A1 (de) 1993-10-13
EP0565446B1 EP0565446B1 (de) 1996-09-25

Family

ID=9428588

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19930400913 Expired - Lifetime EP0565446B1 (de) 1992-04-07 1993-04-07 Herstellung von geschlossenen oder offenen Wohnräumen, wie Verandas, Pergolas, Wintergärten oder bewohnbaren Nebengebäuden

Country Status (4)

Country Link
EP (1) EP0565446B1 (de)
DE (1) DE69304972T2 (de)
ES (1) ES2094495T3 (de)
FR (1) FR2689551B1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590537A (zh) * 2013-11-03 2014-02-19 苏州金螳螂建筑装饰股份有限公司 超高仿石材柱结构
WO2021056253A1 (zh) * 2019-09-25 2021-04-01 邹胜斌 模块化组合格构柱及其建造方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012064166A1 (es) * 2010-11-12 2012-05-18 Limon Cornejo Jose Santos Columnas modulares para la construcción y su método de fabricación
CN104075040B (zh) * 2014-01-10 2016-03-23 伦慧东 一种薄板钢结构复合管

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB191002911A (en) * 1910-02-05 1911-02-02 James Albert King Improvements in and relating to Reinforced Concrete, Fire Clay and like Fire-resisting Structures.
US2142165A (en) * 1936-04-10 1939-01-03 Robertson Co H H Fireproof structural member of buildings or other structures
CH227752A (de) * 1940-08-23 1943-07-15 Sebastian Cammerer Josef Baustein, insbesondere für gekühlte Räume.
NL7309276A (de) * 1972-07-03 1974-01-07
GB1393577A (en) * 1972-10-31 1975-05-07 Kuroda S Architectural elements
US3902294A (en) * 1973-05-25 1975-09-02 Loren W Brown Modular building facades
FR2260671A1 (en) * 1974-02-12 1975-09-05 Bourcart Emile Heat-distributing section for building-walls - consists of tubular, sleeve for circulating hot air
DE2522230A1 (de) * 1975-04-18 1976-10-28 Otto Ing Magerle Waerme- und schalldaemmender isolierbaustein

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1353225A (en) * 1917-10-29 1920-09-21 Donoghue Hugh Apparatus and method for making concrete elements
FR535770A (fr) * 1921-04-04 1922-04-21 Perfectionnements aux constructions démontables
US1438186A (en) * 1922-02-01 1922-12-12 Benjamin J Long Method of and means for producing stucco columns
US4069638A (en) * 1974-06-05 1978-01-24 Scanovator Ab Structure of lightweight bars and connector means therefore
FR2447430A1 (fr) * 1979-01-24 1980-08-22 Andree Claude Elements et assemblages pour structures, composes de metal et revetus de bois
DE3442231A1 (de) * 1984-11-19 1986-05-28 Fläkt GmbH, 6308 Butzbach Raumkonstruktion
FI80400C (fi) * 1988-04-28 1990-06-11 Betemi Oy Framstaellningsfoerfarande foer betongpelare eller -balk.
FI90842C (fi) * 1990-02-02 1994-04-11 Betemi Oy Betonipilarin valmistusmenetelmä

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB191002911A (en) * 1910-02-05 1911-02-02 James Albert King Improvements in and relating to Reinforced Concrete, Fire Clay and like Fire-resisting Structures.
US2142165A (en) * 1936-04-10 1939-01-03 Robertson Co H H Fireproof structural member of buildings or other structures
CH227752A (de) * 1940-08-23 1943-07-15 Sebastian Cammerer Josef Baustein, insbesondere für gekühlte Räume.
NL7309276A (de) * 1972-07-03 1974-01-07
GB1393577A (en) * 1972-10-31 1975-05-07 Kuroda S Architectural elements
US3902294A (en) * 1973-05-25 1975-09-02 Loren W Brown Modular building facades
FR2260671A1 (en) * 1974-02-12 1975-09-05 Bourcart Emile Heat-distributing section for building-walls - consists of tubular, sleeve for circulating hot air
DE2522230A1 (de) * 1975-04-18 1976-10-28 Otto Ing Magerle Waerme- und schalldaemmender isolierbaustein

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590537A (zh) * 2013-11-03 2014-02-19 苏州金螳螂建筑装饰股份有限公司 超高仿石材柱结构
WO2021056253A1 (zh) * 2019-09-25 2021-04-01 邹胜斌 模块化组合格构柱及其建造方法

Also Published As

Publication number Publication date
ES2094495T3 (es) 1997-01-16
EP0565446B1 (de) 1996-09-25
FR2689551A1 (fr) 1993-10-08
FR2689551B1 (fr) 1997-03-14
DE69304972D1 (de) 1996-10-31
DE69304972T2 (de) 1997-05-07

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