EP1155198A1 - Ensemble mur - Google Patents

Ensemble mur

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Publication number
EP1155198A1
EP1155198A1 EP00991109A EP00991109A EP1155198A1 EP 1155198 A1 EP1155198 A1 EP 1155198A1 EP 00991109 A EP00991109 A EP 00991109A EP 00991109 A EP00991109 A EP 00991109A EP 1155198 A1 EP1155198 A1 EP 1155198A1
Authority
EP
European Patent Office
Prior art keywords
plate
wall
double
beams
connecting plate
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Withdrawn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
EP00991109A
Other languages
German (de)
English (en)
Inventor
Andreas Naumann
Harald Stahr
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP1155198A1 publication Critical patent/EP1155198A1/fr
Withdrawn legal-status Critical Current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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • 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
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
    • E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor

Definitions

  • the invention relates to a wall construction, in particular a wall construction free of heat and sound bridges, in a skeleton construction for the erection of one- and multi-storey buildings.
  • the invention also relates to a gas, air and windtight wall component for the erection of structures which have to meet the criteria of a low-energy or passive house and which are constructed in this way.
  • the invention relates to a method for erecting buildings using the wall construction according to the invention.
  • Wall structures in skeleton construction which are designed as a framework, are generally known.
  • a skeleton of the building is erected, which is either completely completed or expanded as the construction progresses until it is completely built.
  • the skeletal spaces are filled with a variety of building materials.
  • the main disadvantage of this design is the lack of binding of the building materials of the skeleton (wooden beams) and the infill with each other. Due to different linear expansion and favored by the non-existent bond between the materials used, cracks form between the skeleton and the infills, so that such structures soon become wind, moisture and air tight as well as static strength and especially the Strength bond between skeleton and infill are largely lost. That is why diagonal braces, which are known as the St. Andrew's Cross, were developed at an early stage. Even the introduction of these struts was unable to solve the fundamental problem.
  • half-timbered buildings are not suitable for guaranteeing an air, wind, moisture and soundproof construction according to today's standards.
  • ERSA ⁇ ZBL TT (RULE 26) If structures are erected using the so-called frame-plate construction method, whereby planking is applied to the skeleton either on one or both sides, the tightness of such a structure can be achieved better, but due to the lack of infill, the entire static load is removed finally transferred to the skeleton. The same must therefore be elaborately braced with supports, struts and possibly a large number of diagonal struts or St. Andrew's crosses, must be manufactured very precisely and at the same time must be individually adapted to each building. Inaccuracies in the skeleton of such a structure lead to the shifting of the planking and the loss of the original tightness. Moisture and air can penetrate the wall structure and damage it. A major disadvantage of this type of construction is that shear forces acting on the frame lead to overloading of the connecting elements between the frame and the planking and thus permanently damage the entire wall structure. In addition, the solid frames form thermal bridges.
  • DE 37 35 310 C2 describes a wall construction that is also to be erected in a skeleton construction, in which a frame is first produced from longitudinally grooved components, the infill consists of an insulation layer with a visible or protective covering on one side and a carrier plate on the other side should.
  • a disadvantage of this design is the complex production of the grooved frame structure, which is also to be tapped at the joints.
  • An individual adaptation of this wall construction to certain structures is only possible due to the quality requirements for the execution of the individual parts, in that corresponding wall components are largely industrially prefabricated and delivered to the construction site in pre-assembled condition.
  • Another disadvantage is that the infill of the wall components lies within the groove of the frame.
  • DE 82 1 7 728 U 1 proposes a wall construction in which stands made of solid wood are to be covered with panels. The slabs are to be made from rough-pile planks placed and fastened on the stands. Such a construction lacks the strength necessary for wind, air, moisture and soundproofing for multi-storey house construction and therefore does not meet the existing requirements when constructing low-energy or passive houses.
  • DE 38 1 7 648 A1 proposes a wall construction in which solid wood stands are grooved and a plate is inserted in each of the grooves. This plate is not fixed. It allows relative movements, ensures no tightness, no static bond between the uprights and inserted panels and thus inevitably promotes crack formation. The proposed insulation material is unsuitable for low-energy or passive houses.
  • US Pat. No. 4,658,557 describes a wall construction in which a U-profile is produced from a square column by introducing a groove, 2 columns with the same groove are placed opposite one another and a connection is to be established by inserting a fire-retardant plate into both grooves.
  • This arrangement creates a construction that is similar in cross-section to the profile of a double-T beam.
  • this is structurally faulty, since the components involved in such a stand are not connected to one another, only a partial positive fit is ensured by the groove, several degrees of freedom remain, and the load capacity values to be achieved thus remain extremely low.
  • the proposals according to the invention apart from the original half-timbered construction, are not suitable for the construction of multi-storey buildings or for low-energy or passive houses.
  • passive houses it has also become common to completely cover the structures with foil. Since this must also be stretched into the interior of the construction in order to achieve the required air and moisture tightness, it results that these foils, for which PE foil is preferably used, direct the flame horizon into the interior of the building in the event of a fire and thus initiate it increased risk of fire.
  • a major disadvantage of known construction methods is that mostly a flat floor surface, which in most cases is a concrete slab,
  • the object of the invention is to propose a construction for the production of wall components and wall components erected thereafter, in which statically determined, thermal bridge-free, gas-,
  • REPLACEMENT DEVICE Air, wind, soundproof and largely flame-retardant structures can be erected easily and simply. It is also an object of the invention to propose wall components that can be built inexpensively from conventional building materials and semi-finished products on site by construction companies, ensure a high probability of success, can be built without seasonal restrictions, can predominantly be carried out with the so-called renewable raw materials, and also make no new demands on the qualifications of the executing personnel.
  • the essence of the invention is to form a basic element of a wall structure, each consisting of a stand, both of which are preferably but not necessarily arranged parallel to one another, a base plate and a head plate.
  • the frame is made entirely of wood, with the stands being designed as double-T profile stands.
  • the frame formed from the stands, the base plate and the top plate accommodates a connecting plate. This is dimensioned such that it is clamped between the stands and is supported with its narrow side against the web of the stands.
  • the connecting plate remains constantly subjected to compressive forces.
  • the surface of the connecting plate rests on the inside of the legs of the double-T beams and is also fastened there using connecting elements. It would also be possible to glue the connecting plate there or to produce an additional glue next to the connecting elements.
  • the contact surface for the connecting plate can be continued in the area of the base and top plate analogously to the inside of the webs.
  • the board is preferably made of wood, again preferably chipboard.
  • ⁇ has a sondere called OSB particle board with a correspondingly high proportion of long-fiber wood components as proven particularly suitable.
  • connection point between the surface of the connecting plate and the inside of the straps of the stand and, if appropriate, a rebate of the base and top plate with a soft-elastic seal is also possible.
  • the entire circumference of the connecting plate can be provided with a seal before the component is manufactured, so that a so-called press joint seal is created in this area.
  • the use of rubber bands as a sealing material has proven to be useful, but this is not a requirement.
  • the basic element according to the invention described above can be implemented by stringing together several elements of the same type and also by arranging them one above the other to form a flat wall.
  • the head plates can be dispensed with, a plate strip overlapping these being arranged in their place in the joint area of the connecting plates.
  • the wall When the wall is designed using the sealing solutions described above, a wind, gas and moisture-reducing wall surface is created which, in addition to the static bond to be achieved, also has an uninterrupted sealing plane.
  • the sealing plane is desirably close to the inside of the wall, since this runs over the respective inner belt of the stand and the connecting plates adjacent to it.
  • a screen can be made by erecting them, erecting a partition or
  • ERSATZBLAH (RULE 26) appropriate arrangement of several similar walls to enclose a room.
  • Another embodiment of the wall construction uses strips of soft fiberboard that run over the top of the straps and are connected to them. This is then preferably applied at right angles to the uprights a batten, said serplatte by the underlying Fa ⁇ is decoupled acoustically back to the stator. If this is arranged on the inside of the wall construction, a wall end plate can then be attached to this battens. This will preferably be a plasterboard. If this battens is attached to the outside of the wall structure in the same way, it can be covered with any type of external cladding. When erecting buildings, such battens will preferably be present on both sides of the wall structure, a cavity of less depth being created on the inside thereof and a cavity of greater depth being created on the outside.
  • Both cavities can be filled with insulation.
  • the insulation used completely fills the existing cavities and at the same time supports the connecting plate and the final cover layers arranged on the outside or inside of the wall. In addition to high thermal insulation, good sound insulation is also connected with the acoustic decoupling of the battens.
  • the essence of the invention also consists in the fact that a self-contained structure is erected by means of a skeleton construction using double-T beams and connecting plates clamped between them as a so-called frame fold, the entire structure, in particular the skeleton of the structure, being completely static is determined, which is airtight, moisture-tight, soundproof and, if necessary, can also be provided with an insulating material layer, which enables the structure to be designed as a low-energy or passive house.
  • a wall construction is used which consists of a double-T support arranged on the right and left as a column, between which a plate is inserted and braced against the webs of the double-T support. Equal-
  • the double-T beams are usually led through the building as a closed line or end at right angles against a double-T beam to which they are then fixed without an upper end of the Component is required.
  • a floor layer consisting of spaced-apart double-T girders, consisting of a sufficiently strong and good insulating material, is first arranged in such a way that a connecting plate with its longitudinal edges rests on the inside of the belts below. The same is connected to the double-T beams with suitable connecting elements and at the same time sealed. The longitudinal edges of the connecting plate are also sealed against the webs of the double-T beams.
  • the beams serving as the outer boundary of the floor panels have a U-profile, so that a smooth surface finish is created on the outside.
  • slabs or other suitable cladding lie on the top chord of the girder and can be laid seamlessly.
  • the double T-beams standing upright on the base plate are connected to those of the base layer.
  • the same are also arranged at a distance, with a connecting plate being arranged between each so that its longitudinal edges lie on the inside of the belt of the double T-beam pointing towards the interior of the building, and are tensioned between them and sealed by suitable aids and was fixed using suitable connecting elements.
  • a connecting plate being arranged between each so that its longitudinal edges lie on the inside of the belt of the double T-beam pointing towards the interior of the building, and are tensioned between them and sealed by suitable aids and was fixed using suitable connecting elements.
  • the upright double T-beams are arranged in such a way that they lie together with their longitudinal edge of the inner belt.
  • a strip is inserted, the same sealed to the belts and attached to the same.
  • Double T-beams are used as rafters. Between the spaced roof rafters again connecting plates are clamped and sealed against them. On the top of the rafters, a counter battens is applied at a distance, which also prevents their connection.
  • a film sheet or a soft fibreboard is also inserted, so that the load-bearing structure of the roof is protected against the effects of moisture from outside.
  • the roof battens are applied to the counter battens in a known manner and the roof covering is covered with concrete roof tiles or roof tiles or any other self-supporting roof coverings.
  • the wall construction can be used as a roof in which the double-T beams run parallel to the roof ridge.
  • the wall connection of the roof is realized via the connecting plates of the roof and the wall.
  • roof coverings whereby a film sheet is again placed over the top of the rafters, a roof formwork is then applied over the roof rafters and the roof covering, for example with roofing felt, roof shingle or natural slate, is then applied to the roof rafters.
  • the outside of the side walls of the building are provided with cross battens, which are applied to the top of the straps of the double-T beams.
  • the cross battens prevent additional connections of the double-T beams.
  • Counter battens are made in the longitudinal direction of the double-T beam using the cross battens.
  • the outer end of the wall construction is either a weather-resistant plate that is applied to the counter battens in a joint-tight manner, a slip formwork or any other plaster base.
  • SUBSTITUTE SHEET (RULE 26) Suitable material that only needs to be suitable for the production of a joint-free and moisture-tight, but permeable outer skin. Due to the wide range of variations in the choice of the respective outer skin design and the roof covering, the character of the building can be adapted individually to existing buildings and typical landscape designs. There is also the possibility of subsequently changing such types of buildings with regard to their external appearance using the means normally used in construction. With the wall structure described, multi-storey buildings can be erected which at the same time meet the requirements of a passive house, are airtight and soundproof and can also be designed for fire protection classes up to F1 20B.
  • false ceilings can be made by inserting suitable connecting parts, which in turn are attached in the area of the straps of the upright double T-beams.
  • suitable connecting parts which in turn are attached in the area of the straps of the upright double T-beams.
  • These also consist of spaced-apart double-T beams, which, analogous to the arrangement with the base plate, are constructed by plates which are interposed and braced with the double-T beams.
  • the intermediate slabs on the ceiling construction lie on the inside of the belt below. Plates placed on the belt at the top and possibly fastened form a closed, accessible area. The same can be finished by applying further base layers, insulation layers and coverings.
  • counter slats are spaced apart and connected to the outside of the belt below.
  • the ceilings can be placed on a screed that is attached to the wall.
  • ERS ⁇ ZBLA ⁇ T (RULE 26) the straps of the double T-beams can be installed. It is also possible to install so-called suspended ceilings.
  • Another embodiment uses so-called spring rails instead of the counter battens, which at the same time accommodate the ceiling elements to be inserted into the same in a known manner.
  • Partitions to be inserted into the building are also constructed by spaced-apart double-T girders, between which a plate is stretched, the arrangement of which is provided with cross laths and which are veneered by means of conventional plates.
  • This form of design of partition walls can be used in particular if they have to transmit forces between the ceiling and floor at the same time.
  • partition walls results from the spaced insertion of stands, which are preferably designed as squared timbers, filling the spaces with sound-absorbing material and facing on both sides with the panel material that is common in interior construction.
  • This embodiment of a partition wall is particularly suitable for the easy and simple manufacture of individual rooms, such walls having essentially no supporting loads to be transmitted.
  • partition walls of this type can also be removed again just as easily, as a result of which desirable flexibility in the interior division of a building can be achieved.
  • Openings to be inserted into the structure, such as windows or doors, are clamped into the wall structure with their respective frames.
  • the opening of the wall composite is clad with soft fiberboard, which rests on the side surfaces of the straps of the double-T girders, an opening which is enclosed on all sides with soft fiberboard and at the same time constitutes a boundary of the cavity on the top and bottom , In this way, an opening is made in the otherwise closed framework, which at the same time results in only a minimal weakening of the static bond and limits, seals the existing cavities in the wall structure and filled with insulating material and contains no thermal bridges.
  • the frame of a window or door is enclosed and sealed in the opening thus produced. Sealing is usually carried out with suitable means on the outer circumference of the frame towards the box already present in the building. At the same time as the frame is installed and sealed, it is fixed.
  • Connection points to be sealed are preferably designed as press joint seals, in which a soft sealing material is clamped between the components involved in the connection, thereby completely filling the joint and at the same time maintaining the sealing effect in the event of later displacements in the joints. It has been found that sealing tapes or profiles made from butyl rubber are particularly suitable for this.
  • the connecting plates ensure the diffusion of water vapor from the inside to the outside due to their nature and at the same time act as a vapor barrier.
  • the sealed joints are always found in the area of the connections between double-T beams and the connecting plates in between. In this way, a tightness level is formed in the structural structure of the building, which allows it to be smoke, gas, air, windproof and sound-absorbing on all sides, while at the same time providing a high flame resistance to achieve this, while all other parts of the building can be largely open to diffusion.
  • the cavities created by the construction are open to diffusion, which is why the insulation materials to be incorporated into them are connected to the environment. This allows them to release the moisture again, for example after moisture absorption by diffusion.
  • this is achieved by designing the static bond between the skeleton beams and the intermediate plates in such a way that the sandwiched plates are clamped in by the spaced-apart double-T beams. An equilibrium of forces is thereby achieved which, for example, precludes parallel displacements of individual walls or wall parts. Wind and moisture tightness is achieved in that the interposed plates are sealed on their longitudinal edges against the inside of the belt of the double-T beams. Likewise, the butt joints of the interposed panels are sealed with suitable materials. In this way, a stable, durable building envelope is generated, which can be further improved by suitable measures.
  • Double-T beams with a multi-glued web made of wood-based materials and also glued belts Wood-based materials can best meet the building physics requirements. Such components can be subjected to high loads, have low heat transfer coefficients and are therefore particularly suitable for the construction of energy-optimized buildings.
  • a particularly advantageous embodiment results from the use of so-called Doka formwork girders, which, because of their material and strength parameters to be kept within narrow limits, also allow the construction of structures optimized on the material side in addition to an optimization of the energy balance.
  • an advantageous embodiment of the wall construction results from the use of an OSB board, which consists mainly of long-fiber peeling chips with high tensile strength in the direction of the fibers and has largely the same strength properties due to the orientation of the chips in all directions.
  • the resulting cavities are advantageously filled with a suitable insulation material.
  • the same can either be introduced in the form of a bed when erecting individual sections of the building, can be achieved by foaming with a foam that foams on site, or can be filled into the cavities by blowing in suitable insulating material.
  • a further advantageous embodiment of the wall construction results if a plate is inserted on the outside of the wall construction analogous to the inside, but which is not sealed to maintain diffusion openness, is itself possibly diffusion open and is only able to
  • SPARE BLADE (RULE 26) is fixed. These panels are preferably colored dark and are processed in connection with a facade, which is made of translucent material. This results in a cavity between the additionally inserted panels and the facade, which is heated by the penetrating sun rays, whereby the inserted panels also heat up, at the same time a circulation of heated air is created in the remaining cavity and in this way the structure in the areas so equipped heated. It is advantageous to darken the additionally inserted plates and, if necessary, even to color them through. It is also advantageous to use a plate material with a high heat capacity. After heating, the warmed-up structure releases the stored heat to the environment in a controlled manner. The temperature increase in the building structure thus results in reduced energy withdrawal from the interior of the building structure.
  • a facade made of glass, which can be mirrored on one side and / or semi-transparent, is preferably used.
  • a further advantageous embodiment of the wall construction described above is obtained if solar collectors, pipelines or solar cells are additionally installed in the space.
  • the facades designed in this way also have the advantage that the facade design, by using large-area glass facades, different-colored glasses and the like, also meets the requirements of inner-city building.
  • the structures constructed in this way can be designed as individual structures that are built on a slab, strip or single foundation, or they can be multi-storey. However, they can also be easily adapted to existing buildings, used to supplement or expand them, or used to increase existing buildings by one or two floors. Likewise, the construction principle found can advantageously be used to build model structures that are suitable for real-life models later using a significantly reduced grid size from appropriately profiled double-T beams and intermediate plates to be inserted building structures;: u design. It is also possible to manufacture suitably assembled kits of double T-beams and intermediate plates in a suitable design as toy building sets. It was found that the construction method described above is suitable for the construction of so-called low-energy or passive houses.
  • the criteria applicable to a so-called passive house with regard to the energy balance can be met.
  • the method according to the invention consists in that a component based on the wall construction described above can be obtained, in particular, by the work steps taking place successively, simultaneously or with a time delay.
  • a left double T-beam and a right double T-beam are spaced apart.
  • a plate is inserted between both double-T beams and then stretched along its longitudinal edges between the double-T beams. After clamping, the plate is attached.
  • the front and back of the plate are then optionally supplemented with additional components which serve to stiffen them and / or to connect further components.
  • the double-T beams consist of wood and the plate is produced as an OSB plate. Screw and / or nail connections are used as the preferred form of connection.
  • the method is usually continued by stringing together or stacking a predetermined number of identical components.
  • heated structures are to be erected using the method according to the invention, in a further method step during the production of the component there is additionally a seal between the longitudinal edges of the plate and the inside of the leg of the double-T beams. An airtight connection is thus achieved. There is also a seal at the joints to other components.
  • battens also run over the outer straps of the double-T beams. This can also be on a prefabricated wall. The battens are additionally fixed by applying counter battens.
  • the inside of the building may be covered with panels, which creates uninterrupted wall surfaces. Cladding with plasterboard is advantageous.
  • the outside receives a finish corresponding to the building and its intended use or aesthetically determined requirements.
  • This can be, for example, wooden cladding, slate fittings, plaster layers, pseudo masonry or a facade, with the suitable support means being applied to the structure in each case.
  • An advantageous embodiment of the method is that an additional plate is inserted into the component, which is held by the external straps of the double-T beams at the same time.
  • the space between the two panels is filled with insulation.
  • the exterior of the building is completed by a facade, which is preferably made of translucent material.
  • the additional plate is preferably colored dark, possibly colored through and has a high heat capacity.
  • a connecting plate (3) is arranged between a double T-beam (1) and a double T-beam (2) in such a way that it is on the inside (4) of the belt (5) of the double T-beam (1 ) and on the inside (6) of the belt (7) of the double T-beam (2).
  • the same is also fastened in the resulting contact area, preferably a nail connection being carried out.
  • a butyl rubber sealing tape (8) is also preferably inserted, which is compressed when the connecting plate (3) is fastened and in this way brings about the required structural sealing.
  • the resulting composite is dimensionally stable in itself, cannot be moved in parallel, is windproof, can be produced in different grid dimensions, can be produced at different heights and can also be implemented with differently designed double-T beams.
  • double T-beam (1); (2) preferably those made of wood are used because they only form a negligible thermal bridge.
  • the profile of the double-T beams is chosen so that they have a large web height and relatively voluminous belts.
  • Strength-sorted wood is used in the manufacture of the double-T girders, so-called Doka formwork girders preferably being used.
  • the structure described above is supplemented by one on the straps of the double T-beam (1); (2) extending soft fiberboard (9) and (1 0) and a fiberboard (1 1) running on the outside, transverse to the soft fiberboard (9), through which the entire arrangement is fixed against rotation.
  • the inside is also provided with a transverse soft fibreboard (14).
  • the facade is shown in the illustrated embodiment by additional battens (1 5) and a formwork (1 6) attached to it.
  • the cavity (1 7) is completely filled with an insulating material (1 8).
  • the cavity (19) is also filled with a suitable insulating material (20). Insulation materials are preferably used here, which can either be blown in or filled in during the construction of the building.
  • another wall which also consists of double T-beams (21); (22), connecting plates (23) and the other components described above, arranged.
  • the double-T beams (2) and (21) are arranged so that their edges (24) and (25) lie against each other.
  • the space formed by the narrow sides (26) and (27) of the belts (7) and (28) is filled by a square timber (29), which at the same time with the help of suitable sealing materials (30) against the narrow sides (26); (27) the belts (2) and (21) is sealed.
  • Plate sections (31) and (32), which are also processed with sealing materials (33), are simultaneously arranged via this arrangement.
  • the wood fiber boards (1 1) and (34) converge and are fixed on the inside by a square timber (35).
  • the cavity (36) is also filled with suitable insulating material (37).
  • plates (38) and (39), which are preferably designed as gypsum fiber boards, are also arranged.
  • FIG. 3 the integration of an intermediate ceiling, which can also be designed as a load-bearing floor ceiling, is described.
  • an additional ring anchor is made in the area of the false ceiling fitted beam pieces (40), each between the double T-beam (41);
  • the false ceiling consists of double T-beams (43) in a regular arrangement, a connecting plate (44) clamped and sealed between the same, a plate (45) lying on top and spanning the entire ceiling, and one on the underside (46) of the double -T beams (43) existing battens (47) and ceiling panels (48), the ceiling construction is designed as a compact unit.
  • the connecting plates (44) also form the false floor on which an insulating material (49) is introduced.
  • the plate (45) lies in the area between the double-T beams (43) in each case on a square timber (50), which in turn is connected to the connecting plate (44) and the beam piece (40) of the ring anchor by a connecting element (51) is.
  • a sealing tape (52) is inserted between the plate (45) and the connecting plate (44) of the wall construction.
  • a sealing tape (53) is also inserted between the connecting plate (54) of the wall structure and the connecting plate (44) of the ceiling structure.
  • the double-T beams also rest on a screed (1 1 5) that introduces the ceiling load into the wall structure.
  • FIG. 4 a connection between the base plate and the wall construction is described.
  • the double T-beams (61) and (62) run in the longitudinal direction of the wall. They are connected by means of a connecting plate (63) as already described. Double T-beams (64) also run at right angles to this arrangement, which in turn are connected to one another by means of a connecting plate (65) are.
  • the bottom plate is closed at the bottom by a plate (66).
  • the cavities (67); (68); (69) and (70) are filled with a suitable insulation material.
  • a plate (71) is arranged on the top of the base plate, which extends to the outside of the base plate.
  • the wall structure essentially corresponds to that described in exemplary embodiment 1, a plate (72), which extends to the lower edge of the base plate, being additionally introduced in the lower region.
  • the cavity (73) is filled with a suitable insulating material.
  • a square timber (74) is arranged and sealed at the transition between the plate (71) and the connecting plate (65) of the wall construction.
  • an impact sound insulation (76) is arranged above the plate (71) and an arrangement of two plates (77) and (78) with which an accessible surface is produced is arranged above it.
  • the wall construction as described above is chamfered at its upper end in accordance with the angle of the roof pitch to be reached.
  • the face of the roof structure is also bevelled.
  • the rafters, which are also designed as double T-beams (80), do not protrude above the wall surface and cannot form thermal bridges.
  • the respective joints of the double-T beams (79) of the wall and (80) of the roof are connected to one another with a plate (81), which is made of wood-based material to avoid thermal bridges, and connecting elements (82).
  • the connecting plate (83) of the roof structure protrudes into the area of the web (84) of the double-T beams (79) of the wall structure.
  • the connecting plate (85) of the wall construction abuts the connecting plate (83).
  • the resulting protrusion is filled by a profile strip (86), the latter being additionally sealed.
  • the profile strip (86) serves to stiffen the connecting plates (83) and (85).
  • On the upper edge of the double T-beams (80) are spaced Squares (87) and a counter battens (88) are arranged. There is also a roof insulation sheet (89) between these.
  • the cavity (90) is filled with a suitable insulating material (91).
  • the battens (92) are used to hold the roof covering.
  • Below the connecting plates (83) there is a structure analogous to that described in exemplary embodiment 1, the cavity (93) again being filled with a suitable insulating material.
  • FIG. 6 a throat beam connection is described in more detail.
  • Connecting plates (96) with the connecting elements (97) are fastened to the narrow sides (94) of the double-T beam (95) of the roof structure.
  • a throat beam (98) is attached, which can either be designed as a normal wooden beam or as a double-T beam.
  • an upright piece of bar (99) with the connecting elements (97) is attached.
  • a plate (100) is arranged on the top edge of the beam, which forms a walkable area.
  • fillet beams can be installed as required, regardless of the inclination of the roof structure.
  • the fillet beams can be designed either as simple wooden beams or in the same way as described in exemplary embodiment 2.
  • FIGS. 7 and 8 the shape of the installation of a window or a door is described.
  • the wall construction as described in exemplary embodiment 1, is interrupted by the omission of one or more connecting plates, as a result of which an opening remains in the otherwise homogeneous composite of the wall construction.
  • Opening is done by narrowing the plates (104); (105); (106); (107) lined.
  • the resulting breakthrough is then filled by the frame (108).
  • the frame has a smooth surface on its outer contour and can thus be easily removed with the plates (104); (105); (106); (107) connect and seal at the same time.
  • the frame is fixed in the longitudinal direction by means of a plate (109) and a plate (110).
  • a bottom bench (113) on the inside and an eaves panel (114) on the outside of the frame (108) complete the installation.
  • the installation of the frame (108) in FIG. 7 was carried out in an analogous manner.
  • a plate (117) is clamped between the double T-beams (119) and (120), but is not sealed.
  • the outside (118) of the plate (117) is colored dark. Plate (117) can also be completely colored.
  • this wall construction also has a facade (122), which in turn is supported by battens (121).
  • the resulting space (123) can heat up when exposed to sunlight, the plate (117) absorbing heat. It can then indicate this to the building structure, thereby reducing heat losses from the rooms of the building.
  • plate (117) has a large heat capacity.
  • the space can be filled with solar collectors or heat exchanger tubes. The installation of solar cells is also possible. It is especially advantageous execution of the facade of glass that gege ⁇ may be appropriate, also mirrored.
  • the inventive method for the manufacture ⁇ lung is the wall components listed in the embodiments 1 to 6 described in greater detail.
  • the wall components required to erect a building are either prefabricated industrially or produced on the erection red of the building.
  • a basic element consisting of a double T-beam, another double T-beam and a connecting plate is first arranged in such a way that the connecting plate is firmly clamped between the webs of the double-T beam. Then, in the clamped state, a firm connection is made between the plate edges and the belt legs of the double T-beams involved.
  • a press joint seal is created by inserting suitable sealing material at the connection point when the connection between the double-T beams and the connecting plate is made.
  • the wall component is constructed from wood-based materials as proposed, screws or nails can be used as the preferred connection technique.
  • any flat surface of appropriate size is suitable as a mounting surface.
  • battens are used to fix the position of the double-T beams and subsequent counter battens.
  • battens are also placed on the other side of the wall to fix the arrangement. If corner connections have to be made during the erection of the building, the walls are arranged so that the inner edge of the belt of the double T-beam contacts the same edge of the adjacent double-T beam. The groove created at the contact line is closed with suitable semi-finished products and also sealed when heated or air-conditioned buildings are erected.
  • the double-T beams of the walls can be beveled and thus result in a transition to double-T beams, which are used for the roof construction.
  • an additional film covering can be made, depending on the roof covering chosen.
  • the fixed connection between the double-T beams of the wall and those of the roof structure is made by connecting plates of appropriate strength. This fixes the joints between the double-T beams.
  • the first step in the construction of the building is to produce a floor slab to be produced using the same process steps.
  • the remaining structure is then erected on this floor slab.
  • REPLACEMENT BLAIT (RULE 26) With this construction, windows and doors are built in through cut-outs of connecting plates within the wall construction. By clamping components between the webs of the double T-beams involved, the static bond is retained and windows or doors can be installed as usual.
  • false ceilings can be arranged inside the building, which have essentially the same structure using double-T beams and connecting plates as the wall components. If necessary, the top of the ceilings is finished off with structures for impact sound insulation as well as appropriate usage surfaces.
  • the structure is closed to the outside in the wall area by an outer facade and in the roof area by a roof covering.
  • the facade is first closed with panels or with formwork.
  • a decorative outer facade can be applied to the finish achieved in this way.
  • an additional cavity is created between the outer skin of the building and the wall structure, which is not filled.
  • all remaining cavities are filled with suitable insulation materials.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

L'invention concerne un ensemble mur utilisé pour l'édification de murs et de bâtiments à un et plusieurs étages, dans lequel un ensemble constitué d'une plaque d'assemblage fixée entre deux colonnes présentant une section en T ou en double T et, de préférence, rendue étanche par rapport à ces deux colonnes, forme un assemblage statique et, simultanément, un plan étanche. Des lattis et/ou des parements, qui s'étendent sur cet agencement, complètent intérieurement et extérieurement l'ensemble mur. Les espaces vides formés sont, de préférence, remplis d'un matériau isolant. L'invention concerne également des constructions réalisées au moyen de l'ensemble mur. Elles concernent en outre un procédé de réalisation de l'ensemble mur ainsi que de bâtiments à édifier à l'aide d'un tel ensemble. Pour la réalisation de l'ensemble mur, on utilise de préférence des matières premières naturelles, renouvelables, avec une proportion élevée de CO2 lié.
EP00991109A 1999-12-21 2000-12-20 Ensemble mur Withdrawn EP1155198A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE1999162088 DE19962088A1 (de) 1999-12-21 1999-12-21 Wandkonstruktion, Wandbauteil, Wand zur Errichtung von Bauwerken und Verfahren zur Herstellung derselben
DE19962088 1999-12-21
PCT/DE2000/004565 WO2001046533A1 (fr) 1999-12-21 2000-12-20 Ensemble mur

Publications (1)

Publication Number Publication Date
EP1155198A1 true EP1155198A1 (fr) 2001-11-21

Family

ID=7933865

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Application Number Title Priority Date Filing Date
EP00991109A Withdrawn EP1155198A1 (fr) 1999-12-21 2000-12-20 Ensemble mur

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Country Link
EP (1) EP1155198A1 (fr)
DE (1) DE19962088A1 (fr)
WO (1) WO2001046533A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10225535B4 (de) * 2002-06-10 2006-05-18 Bohrenkämper, Gustav Mit einer Beplankung versehender Holzrahmen
DE502005004011D1 (de) * 2005-07-28 2008-06-19 Albin Goedl Maueraufbau für Holzbauwerke
AT502704B1 (de) * 2005-09-12 2008-07-15 Johann Knapp Wand- oder deckenkonstruktion in trockenbauweise
DE102016103386A1 (de) 2015-02-27 2016-09-01 Andrej Eifert Modulare Wandkonstruktion, Decken- oder Dachkonstruktion einschließlich des Verfahrens zur Errichtung von entsprechenden Bauwerken
DE102021115014A1 (de) * 2021-06-10 2022-12-15 Zimmerei Ziegler GmbH Bodenplatte für Bauwerke, Methode zur Fertigung einer Bodenplatte, Verwendung einer Bodenplatte

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH542330A (de) * 1971-01-08 1973-09-30 Blotzheim Ag Glutz Alphons Verfahren zum Verbinden von Teilen eines Bauelementes
US4658557A (en) * 1982-04-26 1987-04-21 Mulford Cass E Building wall construction
DE8217728U1 (de) 1982-06-21 1984-03-29 Stute-Rittel, Mechthild, 5963 Wenden Wandelement fuer fertighaeuser
DE3735310A1 (de) * 1987-05-12 1988-12-01 Hans Dipl Ing Lohse Wandkonstruktion in skelettbauweise sowie verfahren zur herstellung einer wandkonstruktion in skelettbauweise
DE3817648A1 (de) * 1988-05-25 1989-12-07 Michael Nothhelfer Waerme- und schallisolierende, sowie besonders raumklimatisierende bauelemente oder gebaeudeteile
DE9419795U1 (de) * 1994-12-09 1995-07-27 Fuhrmann, Reinhard, 86911 Dießen Wandkonstruktion für und Bauwerk in Ständerbauweise
DE19653633A1 (de) * 1996-12-20 1999-06-24 Kai Tec Vorfabrizierte Holzelement-Bauweise für vorzugsweise Niedrigenergiebauten mit vollständiger zerstörungsfreier Rückbaufähigkeit

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0146533A1 *

Also Published As

Publication number Publication date
DE19962088A1 (de) 2001-07-12
WO2001046533A1 (fr) 2001-06-28

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