EP0138798A2 - Verfahren zum Herstellen mehrschichtiger Wände aus Bauteilen - Google Patents

Verfahren zum Herstellen mehrschichtiger Wände aus Bauteilen Download PDF

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Publication number
EP0138798A2
EP0138798A2 EP84870143A EP84870143A EP0138798A2 EP 0138798 A2 EP0138798 A2 EP 0138798A2 EP 84870143 A EP84870143 A EP 84870143A EP 84870143 A EP84870143 A EP 84870143A EP 0138798 A2 EP0138798 A2 EP 0138798A2
Authority
EP
European Patent Office
Prior art keywords
walls
elements
uprights
profiled
ladders
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Withdrawn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
EP84870143A
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English (en)
French (fr)
Other versions
EP0138798A3 (de
Inventor
Pierre Tellier
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.)
Tellier Bernard Luc Daniel
Tellier Dominique Jean-Marie Lucien Albert
Tellier Maggy Jacqueline Marie
Original Assignee
Tellier Bernard Luc Daniel
Tellier Dominique Jean-Marie Lucien Albert
Tellier Maggy Jacqueline 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
Priority claimed from BE0/213503A external-priority patent/BE900374R/fr
Application filed by Tellier Bernard Luc Daniel, Tellier Dominique Jean-Marie Lucien Albert, Tellier Maggy Jacqueline Marie filed Critical Tellier Bernard Luc Daniel
Publication of EP0138798A2 publication Critical patent/EP0138798A2/de
Publication of EP0138798A3 publication Critical patent/EP0138798A3/de
Withdrawn legal-status Critical Current

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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/40—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid the walls being characterised by fillings in all cavities in order to form a wall construction
    • 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

Definitions

  • the subject of the present invention is a process for constructing walls with multiple walls from solid construction elements, laid and / or assembled as the case may be with little or no binder.
  • modular building elements in the form of a double U are provided with notches in the form, for example, of half-dovetails at the ends and a central dovetail.
  • the modular elements are connected using profiles with dovetail-shaped ends.
  • Such a method has the disadvantage of having to use expensive construction elements.
  • the elements are joined together as the wall is built.
  • thermal bridges are necessarily created, with the further impossibility of inserting intermediate elements continuously.
  • German patent application No. 2,141,268 relates to concrete base plates having notches in the form of a dovetail and connected in parallel with each other using a connecting means consisting of a spacer. in profile concrete presenting at its ends a dovetail shape (adapting to the notches of the basic modules) and lateral notches for fixing an insulating mat deposited parallel to the plates.
  • the connecting element consisting of a heavy element, creates thermal bridges, prevents the placement of continuous intermediate elements, adapts with difficulty, especially as the construction of a wall.
  • the present invention overcomes the various drawbacks mentioned above and provides in the construction of multi-walled walls, a solution at all levels, from manufacturing, storage, packaging, implementation to construction, whether for load bearing structures or not, decorative or not, isolated or not.
  • the invention in its application, leads to producing walls with multiple walls, composite walls, various complementary works or equipment.
  • anchor slides are arranged on one or more faces of the construction elements.
  • the anchoring slides extend over the entire height of the elements and have a profile allowing the introduction of the profiled uprights of the connecting ladders.
  • the building elements used may have other notches for their use for purposes other than those sought by the present invention.
  • the connecting ladders are formed by two profiled uprights linked together by spacers to be inserted or clipped.
  • the profiled uprights of the connecting ladders consist, for example, of a hollow tube split over its entire height for the introduction of the spacers, having on its periphery fins, extending over the entire height, included in an equal diameter or less than the largest dimension of the anchor slides provided on one or more faces of the construction elements.
  • protrusions of the most diverse shapes arranged on the whole or on a part of the periphery of the tube. These protrusions are arranged, for example, in the form of a star with multiple branches.
  • the tube can have six fins arranged regularly over its entire height.
  • the tube with its fins is obtained by any known process, for example, by extrusion of a plastic material, it can also be obtained from a known metallic material, for example, galvanized metal.
  • the spacers intended to be inserted into the hollow uprights of so-called simple ladders have a flat rectangular section, they comprise at each end a part in the form of a loop over the entire height corresponding to the internal diameter of the hollow uprights of the ladders.
  • the spacers intended to be clipped to the uprights of the ladders comprising either a hollow profiled part or a rectangular profiled part and a U-shaped part with lug, are said to be clipped. They are rectangular in profile and have at each end a triangular section and a grooved part forming a shoulder so as to allow their introduction into the U-shaped parts of the uprights of the ladders without being able to get out, thus ensuring perfect parallelism of the uprights at the same time as their correct rigid assembly.
  • the length of the spacers is defined as a function of the distance between two construction elements placed parallel to each other.
  • the ladders can then form, for example, the framework for connecting and guiding light elements. for the realization of works to rehabilitate.
  • a load-bearing construction element, placed on the hollow upright side of a ladder can be associated with a light panel element placed on the slat upright side, or alternatively, two panel elements applied, hung or screwed on two slat uprights can lead to thin walls light.
  • the studs can be of round, square, oval, elongated section, in variable lengths. They are of short length when they are intended for the local attachment of ladders to elements, of greater length if they are intended for the attachment of horizontal joint joints between two superimposed rows of construction elements. For this purpose, the two ends of the studs are biased so as to facilitate their penetration into the anchoring slides of the construction elements.
  • the process can be greatly simplified and improved by dissociating and distinguishing differently the elements constituting the profiled uprights of the connecting ladders with a view to assembling and securing these ladders to the building elements. .
  • the two profiled uprights connected. To each other by spacers or fixing clips, form a single assembly, they are applied, slide or interlock in the anchor slides arranged on one or more faces of the construction elements .
  • the fixing of this assembly in the said anchor slides is obtained, for example, by sections of a hollow tube split over its entire height, with around its edges fins sliding on the profiled uprights of the connecting ladders.
  • Said hollow tube sections are arranged at variable intervals along the profiled uprights of the connecting ladders.
  • Sections of hollow tubes with fins on their periphery slide on the uprights of the connecting ladders. And penetrate into the anchor slides of the construction elements or are applied to these elements with a view to their joining thus forming an assembly .
  • the construction elements are characterized in that they comprise anchoring slides or notches of suitable shapes, preferably, for example, semi-spherical or semi-trapezoidal.
  • the profile of the anchor slides can be semi-spherical if it is decided to introduce the ladders or parts of ladders by vertical penetration from top to bottom in the elements.
  • the slides are then provided and calibrated to the outside diameter of the uprights of the ladders, the dowelling being therefore not required.
  • the elements are then introduced on the ladders by lateral sliding, the dowelling of the construction elements on the amounts of the ladders is then carried out.
  • construction elements are intended to remain visible, dimensional tolerances must be monitored. If, on the contrary, the elements are designed to be covered by any coating or coating, no particular care is required, the laying rate can then be accelerated.
  • connection ladders whether they are said to be simple or to be called multi-clips, are characterized in that they can be incorporated in intermediate plates of thermal or sound insulation or reinforcement or incorporated in industrialized solid material panels, for example, reinforced concrete or not, the polyurethane, glass, terracotta and other materials loaded with synthetic, vegetable and mineral fibers.
  • These panels can, for example, be designed and intended to receive the cladding construction elements or else to present a finished face to be painted and therefore constitute the internal bearing wall.
  • the panels can also be designed to be placed as a thermally insulated interlayer sheet or as a sound or acoustic complement or as a covering support.
  • the walls can be made using heavy, semi-heavy or light, thick, semi-thick or thin construction elements; they can be load-bearing, semi-load-bearing or non-load-bearing, for exterior or interior cladding, to be placed dry or with little binder, studded or clipped, repointed, coated, painted, with an apparent smooth, grainy, striated, cleaved structure, grooved with chamfers, sawn or scratched.
  • the walls are, for example, composed of an outer wall and an inner wall, one or both can be load-bearing, arranged between them at the desired spacing according to requirements.
  • the two walls may not be load-bearing, have elements laid dry and therefore be removable or be consolidated by filling the gap which separates them, for example, with concrete and become monobloc.
  • the gap can be filled by pre-frothing in polyurethane foam, the wall is then fixed and insulated, other materials being usable for a different purpose.
  • load-bearing walls combined with the ladder system, can be placed before the so-called non-load-bearing walls, these being put in place after the provision of any pipes.
  • prefabricated reinforced concrete panels with insulating sheet or not comprising the ladder system of which one of the uprights of each ladder is placed in alignment, in plan and with spacing in the concrete while the other upright of each ladder remains on standby at a determined distance from the concrete faces of the panels, in order to receive construction elements to be clad which may be, for example, light, thin panels, heavy and thicker elements.
  • Construction elements to be clad which may be, for example, light, thin panels, heavy and thicker elements.
  • Frame frames for doors and windows, pipes can also be laid when pouring concrete.
  • the core bearing according to its own characteristics can receive the floor elements without having to pay attention to the deferred installation of the cladding or facing elements.
  • This process allows the installation of pipes, window frames for doors and windows at the most favorable time chosen according to the execution program.
  • the differentiation in appearance and dimensioning of the construction elements appreciably improves the possibilities of the architectural choice in that, for example, the elements of a determined rank can have very different thicknesses and thus be in relief or in very pronounced recess relative to the upper or lower rank. 1
  • the connection of these elements to the scales is always perfectly ensured.
  • the so-called simple construction element has a flat face (1) with chamfers (2) and a face comprising anchoring slides (3) and notches (4) for the passage of the pipes. or any additional filling.
  • the anchoring slides (3) are of semi-spherical shape with notches (5) and the notches (4) are of semi-trapezoidal shape.
  • the so-called double construction element has on two faces, anchor slides (1) with notches (2) and semi-trapezoidal notches (3) for placement of pipes or possible additional filling.
  • a so-called simple ladder section has two hollow uprights (1) having fins (2) distributed in a star around their periphery so as to allow the centering of the hollow uprights in the slides for anchoring the building elements , to resume manufacturing tolerances and to allow the doweling of construction elements (single or double).
  • the hollow uprights are split (3) over the entire height for the introduction of the so-called simple spacer (4). This ends at each end in the form of a loop (5) with a view to its introduction into the hollow part (6) of the uprights so as to keep them at parallel spacing and ensure their connection. This arrangement allows the association of building elements (single or double).
  • a multi-clip ladder section has two hollow uprights (1) having on a part of their periphery fins (2) and a U-shaped part (3) with lug so as to allow the introduction of spacers (4). These comprise at each end, a triangular part (5) and a grooved part (6) forming a shoulder so that after introduction into the U (3), the parallel connection and the fixing of the amounts of the ladders are ensured.
  • the spacers can slide down or up, their number can be increased for possible reinforcement.
  • the arrangement of so-called multi-clip ladders makes it possible to associate individual construction elements with the constituent elements of a wall previously constructed using these ladders.
  • a so-called multi-clip ladder section has a hollow upright (1) (fins part (2) and U-shaped part (3)) and a solid upright (slat-shaped part (4) and partly U-shaped (3).
  • the U-shaped parts (3) allow the introduction of spacers (5) which ensure the parallelism of the uprights and their connection. This arrangement makes it possible to combine, opposite, two construction elements (single or double and panels).
  • a multi-clip ladder section has a solid upright (slat-shaped part (1) and a U-shaped part (2) with lug (3) and a solid T-shaped upright ( 4) representing a groove (5) with shoulder (6).
  • This arrangement makes it possible to associate two thin walls made up of construction elements (panels) such as making a construction joint between two prefabricated reinforced concrete panels, for example, placed end to end.
  • the profiled uprights (1-2) are interconnected by a spacer (3) extending over its entire height comprising strips (4-5) arranged perpendicular to its axis and intended on the one hand reinforcing the profiled assembly and on the other hand guiding intermediate elements such as insulating panels, for example.
  • the assemblies When mounting the walls, the assemblies are secured to the construction elements comprising notches or anchor slides by means of sections of a hollow tube (6-7-8) which slide at heights which can be variable on the uprights. profiles.
  • the uprights (1-2) are interconnected by spacers (3-4) having grooves (5-6-7-8) of which only the groove (5) is visible. These grooves, with a depth corresponding to half the spacer, allow the posts to be fixed by interlocking. These uprights have grooves (9-10-11) so as to allow the introduction of spacers in the hollow part of the uprights. On these same uprights are introduced the sections of hollow tubes (12-13-14) to secure the construction elements with the connecting ladders.
  • two simple construction elements (1-2) are associated using a multi-clip ladder (3) which is fixed in the anchor slides (4) of the elements using studs (5).
  • studs (1) have in the central part, lips (2) intended to prevent their sliding downward during the introduction of construction elements of a higher rank on those of a lower rank.
  • the ends (3) of the studs are biased so as to facilitate the introduction of the elements on top of each other at the time of construction.
  • a building element segment shows a sectional view of an anchor slide (1) in which a multi-clip ladder section (2) is fixed by studs (3).
  • FIG. 17 a plan view of two wall sections (1-2) composed of simple construction elements (3-4) connected and secured by two sections of multi-clip ladders (5) shows the principle of 'assembly of two walls of the same wall.
  • a thin wall section (1) is associated with a thick wall (2) previously built, which consists of simple building elements (3) placed with little binder (4) and fixed to the uprights hollow multi-clip ladders (5) by pinning (6).
  • the thin wall consists of construction elements (7) (panels) which are fixed on solid uprights (8) of multi-clip ladders (5).
  • This arrangement makes it possible to produce walls in deferred execution phases such as, for example, in the 1st phase, the production of the bearing wall (2), in the second phase, the placement of the pipes (9), in the 3rd phase, the filling of the gap between the walls (1-2) by an insulating filling (10).
  • a semi-thick wall (1) and a thin wall (2) are associated with a central thick wall (3) whether previously constructed or not, which is composed of double construction elements (4) placed with little binder (3).
  • the semi-thick wall (1) composed of simple building elements (6) laid with little binder (7) or / and by doweling (8), is connected and secured to the central wall (3) using , for example, multi-clip ladders (9) or simple ladders (10).
  • the thin wall (2) composed of construction elements (panels) (11) is associated with the central wall (3) by multi-clip ladders (13) comprising a hollow profiled upright with clipping (14) and a solid upright in the form of a slat (15).
  • a composite wall comprising two thin walls (16) secured to one another by multi-clip ladders (17), the two solid uprights (18) of which are in the form of a slat.
  • the whole of this arrangement makes it possible first of all to produce the central bearing wall (3) which can, for example, receive the slabs so as to continue the construction without constraint with regard to the other operations of realization.
  • a thick wall (1) is associated with a semi-thick wall (2) using a series of simple scales (3) composed of two hollow profiled uprights (4) comprising fins ( 5) over their entire periphery and simple spacers (6).
  • the thick wall is load-bearing, it is composed of simple construction elements (7) which are laid with little binder and by doweling (8) on the uprights of the ladders (4).
  • the semi-thick wall on the outside facing is not load-bearing, it is composed of simple construction elements (9) which have chamfers (10) so that after installation, very regular construction joints are shown.
  • the construction elements of the semi-thick wall are placed with little binder (12) and by doweling (13).
  • the elevation of the two walls is simultaneous.
  • the gap between the two walls which is completely free, can receive the pipes.
  • the door and window frames can be placed simultaneously with the construction of the walls. Local reinforcements or a generalized pipe are possible due to the connection between the walls capable of taking up mechanical stresses.
  • a semi-thick wall (1) not bearing is associated with a semi-thick wall (2) bearing, composed of prefabricated elements (3) in large dimensions and comprising.
  • simple ladders (4) (these can be replaced by multi-clip ladders) of which one of the uprights of each ladder is embedded in the mass, the other upright of each ladder being kept at a distance from one of the faces.
  • This arrangement makes it possible to maintain, for example, a continuous insulating sheet (5) placed on one of the faces (6) of the wall at the time of its prefabrication, while allowing the direct finish of the other face (7) to be obtained. for example, smooth to paint, as to allow the delayed installation of the construction elements (8) constituting the wall (1) facing.
  • the connection between two.elements (3) placed end to end is ensured by a multi-clip ladder (9) one of the uprights of which is incorporated at each end of each element at the time of their prefabrication, the connection of the elements (3) between - They are made by introducing the clip-on spacers (10) either continuously or discontinuously. Pipelines and frames for doors and windows are placed when the elements are prefabricated (3).
  • the dimensioning, the shape, the appearance and the arrangement of the construction elements (8) of the wall (1) placed off-line make it possible to automatically remove any appearance of construction joints (11) on the facade, which is not generally not the case in large industrialization.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Ladders (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)
EP84870143A 1983-10-10 1984-10-09 Verfahren zum Herstellen mehrschichtiger Wände aus Bauteilen Withdrawn EP0138798A3 (de)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
BE897955 1983-10-10
BE897955 1983-10-10
BE0/213503A BE900374R (fr) 1984-08-17 1984-08-17 Procede de construction de murs a parois multiples a partir d'elements de contruction.
BE213503 1984-08-17

Publications (2)

Publication Number Publication Date
EP0138798A2 true EP0138798A2 (de) 1985-04-24
EP0138798A3 EP0138798A3 (de) 1985-06-12

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ID=25654197

Family Applications (1)

Application Number Title Priority Date Filing Date
EP84870143A Withdrawn EP0138798A3 (de) 1983-10-10 1984-10-09 Verfahren zum Herstellen mehrschichtiger Wände aus Bauteilen

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EP (1) EP0138798A3 (de)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004055285A1 (fr) * 2002-12-17 2004-07-01 Hui Mei Lin Panneau de mur creux combine reglable
GB2399593A (en) * 2003-03-19 2004-09-22 Clive James Robert Charles Mechanical joint for flexible and non-flexible membranes
AT510112A1 (de) * 2010-06-29 2012-01-15 Reinhard Farnberger Blockhaus mit zweischaligen aussenwänden
EP2444563A1 (de) * 2010-10-25 2012-04-25 A. Tschümperlin AG Mauerelement zum Erstellen einer Mauer, Mauer mit mehreren Mauerelementen, Verfahren zum Errichten einer entsprechenden Mauer
CN116927380A (zh) * 2023-09-19 2023-10-24 山西二建集团有限公司 钢结构建筑的间壁墙填充装置

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1574482A (de) * 1967-07-19 1969-07-11
FR2136943A1 (de) * 1971-05-10 1972-12-29 Batesa
DE2141268A1 (de) * 1971-08-18 1973-03-01 Bernhard Luetkenhaus Fa Bauelement fuer fertighaus-konstruktionen

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE892725A (fr) * 1982-04-01 1982-08-02 Tellier Pierre L Procede de construction en maconneries seches

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1574482A (de) * 1967-07-19 1969-07-11
FR2136943A1 (de) * 1971-05-10 1972-12-29 Batesa
DE2141268A1 (de) * 1971-08-18 1973-03-01 Bernhard Luetkenhaus Fa Bauelement fuer fertighaus-konstruktionen

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004055285A1 (fr) * 2002-12-17 2004-07-01 Hui Mei Lin Panneau de mur creux combine reglable
GB2399593A (en) * 2003-03-19 2004-09-22 Clive James Robert Charles Mechanical joint for flexible and non-flexible membranes
GB2399593B (en) * 2003-03-19 2006-08-30 Clive James Robert Charles Mechanical joint for flexible and non-flexible membranes
AT510112A1 (de) * 2010-06-29 2012-01-15 Reinhard Farnberger Blockhaus mit zweischaligen aussenwänden
AT510112B1 (de) * 2010-06-29 2013-12-15 Reinhard Farnberger Blockhaus mit zweischaligen aussenwänden
EP2444563A1 (de) * 2010-10-25 2012-04-25 A. Tschümperlin AG Mauerelement zum Erstellen einer Mauer, Mauer mit mehreren Mauerelementen, Verfahren zum Errichten einer entsprechenden Mauer
CN116927380A (zh) * 2023-09-19 2023-10-24 山西二建集团有限公司 钢结构建筑的间壁墙填充装置
CN116927380B (zh) * 2023-09-19 2023-12-15 山西二建集团有限公司 钢结构建筑的间壁墙填充装置

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Publication number Publication date
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