FI69674C - SEAT ATT RESA EN BYGGNAD SAMT ANORDNING FOER UTFOERANDE AV SATTET - Google Patents

Description

69674

The method of erecting a building as well as the equipment used to implement the method

TECHNICAL FIELD 5 The present invention relates to a method of providing a well-insulated building, whereby the building is erected on a foundation. The foundation can then consist of a reinforced concrete base slab, a basement base or beam, column foundations or other solid base. 10 Background

What is needed is a building that crucially isolates the interior from the outside temperature. There is still a need to be able to reduce the cost of the building and, of course, also to reduce the currently high erection-15 and installation costs of the building.

State of the art

It is known how to try to meet the set requirements in the current construction, where in order to provide better thermal insulation, buildings are additionally insulated or insulation layers are added. Furthermore, simpler and also more complex mechanical devices, for example for heat recovery, are often used today. These measures cannot, of course, reduce the cost of the building, nor, of course, the cost of construction, 25 which must therefore be regarded as complicated, despite the increased factory production of the building elements. If, on the other hand, the insulation and tightness requirements of the buildings have been met to a greater extent, 30 other problems, such as rot and fungus formation, have been encountered after the building has been in use for some time, leading to high restoration costs such as window and door construction. and also the cost of replacing crossbeams and wall elements. Despite the increased proportion of insulation and tightness in buildings, it has in fact proved that buildings are often surprisingly leaky, due to the material of the buildings and increased by short construction times and rapid utilization of buildings after erection and often by erection in the wrong season. Given the developments in the building-5 industry, it may be necessary to think that the material used in buildings is a crucial problem. In this case, we are thinking mainly of wooden structures, such as crossbeams, fibreboards and other building structures formed of living materials. In order to avoid the mentioned problems and meet the set requirements, rethinking may be necessary when erecting buildings.

Solution

However, the method according to the present invention eliminates the disadvantages of the known buildings while meeting the set requirements. The starting point is therefore the principle of achieving accuracy in the building. Furthermore, the building can be erected and installed in a simple manner and also in such a short time that the erection costs of the building can be substantially reduced. In addition, the erection of the 20 buildings is so simple that construction can be performed by anyone, which is further facilitated by the fact that the components of the building have such a small weight that only manual force needs to be used. It is also essential in this case that the building can be erected as a frame without using any tools or complicated tools and using only simple tools for the further erection of the building. Perhaps most important for the method according to the invention is that the building structures are formed of a material other than wood or wood-based building materials. Instead, mainly a material with good thermal insulation capacity and other components which are a material with little or no heat transfer capacity are used. This, combined with the fact that the building can be erected using these materials and structures, ensures that the interior is tightly surrounded while avoiding cold bridges.

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The load-bearing structure is further formed of a durable material with a low coefficient of thermal expansion. The method according to the invention is then characterized in that the beams, such as wall beams, are made of metal, preferably steel-5 profiles or steel beams, and that the wall elements intended to be located between the beams are made of a heat and cold insulating plastic, preferably foam, e.g. polyurethane, and that the beams are fixed to the foundation and are surrounded by wall elements in their longitudinal extensions, that walls erected in this way are surrounded by one or more interiors covered by beam elements made of highly insulating plastic and that the rafters are fitted with beams , or reward elements. Where the building is to have a second level, the method is further characterized in that the ends, steel part elements, sloping roof elements and / or ceiling elements present, or at least those parts of the ends and said elements which have to be turned towards the thermally insulated interior, are made of highly insulating of plastic material and the ends and elements are made to join each other and surround those parts of the roof chairs which are adjacent to the thermally insulated interior, or at least surround those parts of the roof chairs which must be turned towards the thermally insulated interior.

Another feature of the method according to the invention is that the roof chairs, as well as other structural details of the load-bearing structure, which are at least limited to the thermally insulated interior, are formed of metal, such as steel, and preferably in steel profiles.

Another feature of the method according to the invention is that the required thickness of the walls adjoining the thermally insulated interior and the required thermal insulation of the building are provided by wall elements and ends formed of plastic and preferably also beam elements and / or building elements surrounding the thermally insulated interior.

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The present invention also relates to a building for carrying out the method, wherein the building is intended to be erected on a foundation such as a base slab, basement or the like, and the building then comprises a frame with first level walls and windows, doors, valves and other wall penetrations, ceiling, rafters and exterior ceilings and in some cases beams, vertical elements, sloping ceilings, hatches and Roof penetrations, windows, doors on the second level and the necessary insulation material. The construction is then characterized in that the frame and its walls comprise beams made of metal and wall elements made of plastic, the beams being provided with a fastening member for fastening to an annual or other fastening and guide device fitted to the foundation, and the wall elements being formed so that surround the beams in their longitudinal dimension and determine the required wall thickness and provide the necessary insulation, that the beam, ceiling or the like on the wall elements is adapted to be connected to the wall elements with gripping members, or to be held in the beams by hook members and lower frames for rafters or in rafters, that the beams are provided with external fastening members for fastening the rafters in at least two opposite walls, or that the rafters are fastened to the beam elements. When there is a second level in the building, the building is further characterized in that the interior in the second level is surrounded by ends, parts, elements and floors which are of plastic material, whereby the ends, parts and elements form the necessary insulation and the ends, parts and elements determine the required wall thickness and ceiling thickness and are formed so as to be able to surround nearby roof chair parts.

The building according to the invention is characterized in particular that the frame supports and the beam elements with their coupling members stabilize or that the drawbars of the beam elements 5 69674 become unstable, taking advantage of the drawbar technology and the plate effect in the frame, beam and roof. Another idea in the building according to the invention is the fixed anchoring of the building from or to the foundation and to the highest part of the building, i.e. the eaves, in which case the drawbar principle is utilized.

Designation of figures

Other features and advantages of the method and apparatus according to the invention will become apparent from the following description of the invention, with reference to the accompanying schematic drawings, in which Figure 1 shows schematically and in perspective the building frame, Figure 2 shows on an enlarged scale part of the wall in section AA Fig. 3 shows a part of the wall according to section CC of Fig. 1, part of a building corner according to section DD of Fig. 1, Fig. 4 shows a cross section through a beam according to section EE 20 of Fig. 2, Fig. 5 shows a perspective part of a wall beam and the opening before the beam is attached, the figure shows a wall beam and the opening during the attachment of the beam to the opening, Figures 7 and 7a show in perspective the top of the beam and the parts of the connecting beam before connecting and attaching the connecting beams. Fig. 8 is a perspective view of a part of the top of the wall before fixing the beam or ceiling, Fig. 9 is a perspective view of Fig. 8 with the beam elements or ceiling elements in place, Fig. 10 is a cross-sectional view of a building part, Fig. 11 shows a part of a building element according to section FF of Fig. 10, Fig. 12 schematically shows a part of the eaves according to the section GG of Fig. 10, Fig. 13 shows a cross section through a part of a building, Fig. 14 shows a part of a partially erected building, Fig. 15 shows a part of a foundation on which the frame is erected, Fig. 16 shows a part of a beam on an enlarged scale, Fig. 17 shows on an enlarged scale a part of a beam and a 6 69674 beam when fitting a beam to a burr, Fig. 18 shows on an enlarged scale a part of a hook member, Fig. 19, Fig. 20 and Fig. 21 show a vertical section of a building part, Fig. 22 shows a horizontal section of a frame 5, Fig. 23 shows perspective view of part of frame and beam element, Fig. 24 shows perspective part of partition, Fig. 25 shows side view of roof chair and roof elements and perspective view of roof chair parts, Fig. 26 shows perspective of part or element part, Fig. 27 shows side-mounted roof chair, Fig. 28 shows perspective view of drawbar parts, Fig. 29 in perspective and on an enlarged scale some roof chair parts and Fig. 30 is a side view of a light beam.

Embodiment 15 of the invention Reference numeral 1 in Fig. 1 shows the frame of a building, the frame being erected on a foundation 2 consisting of, for example, a reinforced concrete base slab, a basement base, a basement beam, column foundations or the like. The frame comprises beams 3 surrounded by wall elements 4, which may be arranged in front of the thickened part 14 of the wall elements 4. The beams 3 in the two opposite wall parts of the building may have fastening members 13 for fastening the roof chairs 10, see also Figures 2 and 14. The fastening members 13 can then consist of pairs of flanges 25 in which holes 33 are formed for insertion of fastening members.

The wall beams 3 are formed of metal, preferably steel profiles or steel beams, while the wall elements 4 are formed of a highly heat and cold resistant plastic material, preferably a foam such as polyurethane. The wall elements can be equipped with windows, doors, valves, ventilation ducts and other wall penetrations.

The wall beams 3 are intended to be fastened to the foundation 2, the foundation being provided with an age 7 or the like. Since the building and the building elements associated with it are made with precision and are optimally prefabricated, it is essential that the opening 7 be provided with a firm anchorage and the correct position on the foundation. Therefore, the foundation 2 is provided with, for example, steel flat irons cast into the foundation, see also Figure 10. The flap 7 is then fitted to the foundation by welding it to cast flat steels or the like.

As shown in Figures 15, 16 and 19, the age 7 has lugs 61. Foundations formed from a croft base, basement floor or ground floor slab with an insulating layer on top have brackets 62 in the flux, see Figure 19, for pouring concrete 62. The base element 65 also has a bracket 64 which is poured into the concrete 62. The beam 66 can be adapted to reinforce against wind loads or external stresses. During casting, the lugs hold the flap in place as the concrete solidifies, allowing the flux to be secured with a pin 67, nail, bolt, or the like through the lugs. If a base plate under which insulation 20 is arranged is used, or in cold weather, the tuft 7 can be anchored to the base plate by pushing the tuft closed with a bolt or the like through the lugs. The recesses 7 supporting the partitions 44 can be correspondingly fitted to the foundation, see Figures 21 and 24. The recess 7 then consists of a horizontal U-profile with possible lugs 61. The beams have grooves 69 and can be inserted into the recess and its then pushed along the fold to abut the proximal wall elements 44 and within these grooves 70, after which the next wall element with its grooves is fitted next to the beam and surrounded by the beam. The associated base elements 65 are fastened with brackets 64 to the concrete 63 and can be fastened with a hook to the reinforcement 68 of the foundation 2.

Fig. 20 shows the connection between the base element 65 and the partition 71 35. In this case, the two Y-shaped plates 72 are fitted to the joint and, for example, the V-shaped brackets 73 extend through the connecting elements 72 and are cast in concrete.

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Fig. 17 shows that the wall beams 3 may have protruding lugs 75 by means of which the beam is fitted in close connection with the opening 7.

With further reference to Figure 5, an embodiment of the lower part of the wall beam 5 3 and the opening 7 are shown. The beam then has a recess 23 so that the beam can extend beyond the burrow. In addition, the beam has a fastening member 25 consisting, for example, of a hook for threading into a hole 27 in the flap. To facilitate attachment, the lower edge of the beam is rounded, see reference 26. The design shown allows the beams to be fitted to the foundation without tools. threads into the hollow by allowing the beam to rest against the hollow, after which the beam is lifted up against a previously fitted and proximal wall element to which the beam is intended to be attached. To lock the beam, the hook may have, for example, an outwardly directed tongue 31 which is made to settle in the second hole 29 of the flap.

The wall elements 4, which are intended to be located between the ground wall beams 3, have recesses in the connecting edges 15 of the element, the two adjacent wall elements being arranged to surround the beam in the longitudinal dimension of the beam, see Fig. 3 and Fig. 8. see Fig. 10 and Fig. 21, where the wall elements can extend beyond the flap 7. To ensure sealing between the lower edge of the wall elements and the foundation, a sealing strip 51, 30, for example a foam strip, can be arranged on each side of the opening before the wall elements are installed. As shown in Figure 2, a space 52 may be formed between the inner surface of the wall element and the foundation. This space can be filled with a polyester mortar or similar sealing compound and, for example, performed in connection with floor leveling. Reference numeral 53 schematically indicates that the foundation may be provided with heat coils.

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The upper edge of the wall elements 4 has an upper edge recess 18, see Fig. 8, for receiving connecting beams 8 or hook members 74. Referring further to Fig. 7, it will be seen that the connecting beams 8 are arranged so that they can be connected to each other in connection with a proximal beam 3 or in this beam with holes 30 for this purpose. The end portions of the connecting beams 8 are inserted into the openings 20 and locked together. , which consists, for example, of a bracket which is connected to holes 36, 10 in recesses or the like fitted to connecting beams. As can be seen, the wall beam of Figure 7 lacks fastening members, i.e. the beam is intended to be fitted to a wall lacking ceiling chairs erected from the wall. The connecting beams further have coupling members 28, for example 15-holes, the coupling members being intended for coupling the beam 6 or the ceiling to the frame. The beam 6 or the ceiling is preferably formed as beam elements and consists of a highly insulating plastic material, which is preferably of the same type as the wall elements 20. The beam elements 6 are for this purpose provided with projecting pins 16, see Fig. 2, for tightening the elements. with the elements 28 in the installation of the elements to rest on the free edge of the body and on the existing load-bearing inner walls 44, see Fig. 13. The core wall has a similar bond where the two fixing pins meet. The beam elements stiffen the frame.

Referring to Figures 14 and 15, hook members 74 can be fitted to the upper edge recesses 18 of the wall elements 4, see also Figure 30 18. The hook members extend into the recess 18 between two adjacent beams 3 for attachment to the beams. Ha-Kaelin 45, see Fig. 14, is fitted to the building at an angle to extend from a beam near the corner in the first wall and around the associated wall element 35 of the second wall.

Fig. 23 shows how the beam element 6 is connected to the beam 3 or to the beam when the roof chair is not intended to fit 1 ° 696 74 to the beam provided with flanges 13. In this case a hook 77 is used, which preferably has the shape of 5. The other end of the hook is inserted into the recess 78 of the beam and then turned towards and around the beam element 5 and possibly fastened with a pin 79, a hook part bent or stamped on the hook, or the like. The beam is attached to the foundation through a Haa, a beam and a vuol. A groove 76 is arranged in the beam element, in which the roof beam 9 or the base part of the roof chair is fitted, after the roof element has been fitted. A new grooved beam element is then fitted to the roof chair and encloses the roof chair beam between the beam elements. New grooved roof elements are fitted in connection with the remaining roof chair parts and enclose the roof chair between the roof elements. The drawbar 87 is fitted to the bottom of the rafters, a tie beam, and holds the rafters firmly together. Referring to Fig. 25, Fig. 27 and Fig. 28, a roof chair and roof elements and a drawbar are shown. By means of the roof chair elements 81-85 and the back plate 86, the roof chair 9, 10 is mounted and securely locked by a drawbar 87, whereby stiffening of the roof chair and the roof is achieved. The drawbar 87 thus extends inside and through the tie beam 9 and is tightened by anchor irons 88 and, for example, nuts 89 and keeps the roof chair and the roof elements 80 locked. The roof chairs may otherwise consist of light beams made of thin sheet and provided with reinforcement plates 90, see also Fig. 29. The partition beams 91, see Fig. 30, may instead be formed of U- or Z-shaped metal profiles clad with a material, for example plastic part elements as described above. in accordance with. In this case, a rational superstructure is achieved in saddle roofs, and the roof elements 80 can be formed so that the outer side and the inner side 35 are completely ready for use, i.e. the outer side to withstand the weather and wind and form the outer roof and inner side to be painted, for example.

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In a flat roof, for example, rafters or a rafters beam are fitted to the projecting flanges of the beams 13.

Figure 3 further shows a corner element 5 connected to nearby wall elements 4 and beams 5 3. The free upper edge of the corner post of the frame is provided with a plate 56 for coupling operation.

Fig. 4 shows a cross-section through two installed beam elements 6 according to the section EE in Fig. 2, in which case it is shown that the elements have a recess towards the adjacent element, whereby when the two elements are joined together a groove 19 is formed from the interior 40, see also Fig. 9 The lower frame 10 of the roof chair 10 is placed in the groove. For the installation of the lower frame, the groove can be filled with, for example, a polyurethane-15 hall or other plastic mass, after which the lower frame is placed in the groove. The lower frame 9 locks the beam elements 6. Further, the lower frames 9 are arranged to keep the opposite outer walls or parallel-arranged walls in a fixed position with each other, i.e. the lower frames lock the left-20 fireplace walls in the frame, see arrow 11 in Fig. 1.

Said openings 7, connecting beams 8, lower frames 9 and roof chairs 10 are made of a metal material, for example a metal profile, such as a square profile made of steel. As has been found out, the beams 3 25 can also consist of a square profile.

The interconnected wall elements 3, the beam support elements 6 or the ceiling elements have grooves at their opposite edges which are intended to receive a sealing strip. The sealing strip 30 may be made of rubber or rubber-coated material.

Said metal profiles 7, 8, 9 and 10 formed by the pipes can be provided with a foam filling.

Said lower frames 9 can thus be attached to the beam 6 or to the ceiling with a plastic mass, such as a flowable mass 35 or a semi-flowable mass. The lower frames 9 are further connected to the corresponding roof chair 10 by mounting members 20. Furthermore, the roof chairs 10 are fitted to the fastening members 13 of the beams 3. When erecting a building up to the fastening of the rafters to the beams, no tools are required for the wall beams form the structural part of the building up to the rafters. The building generally receives, as has already been described and shown, a load-bearing steel structure, for example.

The interior of the second level of the building is surrounded by ball joints, ends, sloping roof elements, steel part elements and / or ceiling elements or at least those parts of the ends and elements intended to pivot towards and delimit the thermally insulated interior 40, see for example Figure 13. The ends, parts and elements are then formed. 15 highly insulating plastic material, preferably similar to that of said wall elements and beam elements. The required thickness of the building and the required thermal insulation are provided by wall elements 3 formed of plastic and preferably or in some cases 20 beam elements 6 and in some cases by existing ends and preferably and in some cases by steel section elements 37, sloping roof elements 38 and ceilings. These parts, ends and elements are self-supporting and provide the required tightness and insulation due to the properties of the material and the low heat transfer capacity. In addition, the parts, ends and elements determine the required wall and roof thickness, and thus, for example, one or both surface sides of the wall elements 3 and also the beam elements 6 may be formed of material with an outer wall or inner wall and a ceiling or floor surface, respectively. suitable outline or pattern. The surfaces of the parts, ends and elements can thus be provided with a finished surface layer during manufacture, which can then be formed so as to be ready for direct painting, wallpapering, etc., or be completely ready to form a decorative surface. This can be achieved by forming them from a single molded material which itself has the necessary properties due to the choice of the material. Thanks to the self-supporting structure, a great deal of freedom is achieved in the design of the interior, in which case the load-bearing inner walls 44 and other free-standing inner walls can be formed of such said plastic material, but in this case thermal insulation does not have to be taken into account. As an example 10, it can be further shown in Fig. 3 that the corner post 5 is provided with decorations 55.

Sealing strips 54 formed by foam strips can be arranged between the wall elements 4 and the beam 6, see Fig. 2.

The building may be provided with a load-bearing inner wall 44 having a privileged location to support the beam 6, which then has projecting pins which engage the upper edge of the inner wall. For the installation of other inner walls 71, for example, the ceiling can be provided with a strip, put-20 beam or the like, whereby at the upper edge of the partition there is a corresponding recess 47 for receiving over the roof strip. A similar strip, pipe or the like is fitted to the foundation or floor, whereby the partition wall is screwed down towards the floor strip, resting on the strip. The lower edge of the partition wall also has a longitudinal recess or groove in the wall element, and for connecting the partition wall to the floor strip, the partition wall can be provided with a filling strip to be installed.

When there will be vertical elements 37 on the second floor of the building, the beam 6 or the floor 30 can be provided with strips, pipes or the like and, for example, cast inside the beam. As shown in Figure 10, at the lower edge of the vertical elements there are recesses or grooves arranged along the element, which are made to extend beyond to surround the floor moldings. For further construction and enclosure of the interior 35 of the second floor 40, the vertical elements 37 may be provided with connecting edges with female tongue and male tongue or projecting strips and grooves connecting to the respective connecting edge 14 69674 in their respective connecting edge elements 39 provided with an exemplary connecting edge, 5 such as a ceiling element.

The ends and elements of the second level of the building are formed to surround the adjoining and adjacent parts of the roof chairs, or at least to surround those parts of the roof chairs which are intended to pivot towards the thermally insulated interior. The parts and elements delimiting the interior of the second level of the building are thus provided with connecting edges to receive or surround the associated parts of the rafters. Existing ends or ends together with associated parts and elements have a recess for receiving an associated roof chair, i.e. the side of the ends intended to turn towards the interior has recesses for receiving at least those parts of the roof chair which are confined to a thermally insulated interior. . The second level ends of the building and the building elements may likewise be provided with doors, windows, ventilation ducts, valves, hatches, attic windows and other elements molded directly into the building material. The ends, parts and elements also determine the required thickness and form the required insulation.

Referring to Fig. 10 and Fig. 12, it is shown that the mounting members 20 consist of plate-like elements having, for example, an L-shape and thus having a projecting flange 21. The mounting members 20 are arranged in pairs and at the same time form a fastening for prefabricated eaves 22 or eaves parts. The cornice is then formed as a cassette, i.e. it has a recess or groove by means of which the cornice or the cornice part can be mounted on the mounting members 20 by means of a viewing frame. The eaves are thus inserted with their grooves 35 into the projecting flanges 21 of the mounting flanges.

The eaves can then be provided with at least ready-made holders for gutters and similar members.

is 6,967 4

The way of providing such a well-insulated building thus involves the utilization of said substances or the like, building elements or the like. In this case, the foundation is prepared with a hollow or other 5 fastening and guide device. The prefabricated building components required for the frame are easily installed by hand, allowing them to be fitted to the foundation. A wall element is then fitted to the foundation, which is made to join the beam at the first joint edge. A second beam 10 is then fitted to the foundation and to be connected to the joint edge of the mounted wall element and to fasten the wall element. The second wall element is then fitted to the foundation and joined to the second beam at its first joint edge, etc. The frame is constructed in this way until the last wall element to form the horizontal dimension of the building to the erected beam, after which the last beam is fitted between the first joint edge of said last wall element and the second joint edge of said last wall element. In this case, the last installed beam can be adapted to be lowered into the recess of the joint edge. The last 25 wall elements can also be connected to the last erected beam at the joint edge and connected to the first beam by a hook member. The wall thus erected is provided with connecting beams or hooks and possibly existing load-bearing inner walls, and a beam support element 30 is placed on it, which is connected to the beams or wall and existing load-bearing inner walls and rests on the free edge of the walls and existing load-bearing inner walls.

When there will be a second ta-35 so in the building, the first roof chair and the first end will be installed to join the roof chair or at least parts of the roof chair. The beam or floor is provided with guide rails if there are no occupants, when the interior of the second level must have vertical walls and in this case the first pair of vertical elements is arranged in connection with the end or at least parts of the roof chair.

5 Existing sloping roof elements and ceiling elements are installed in connection with the vertical elements and in connection with the end and the installed roof chair, which is surrounded by the end and the elements, at least in the parts adjoining the interior. A second roof chair is then installed in connection with said elements-10, etc. to complete the installation of the second level interior by connecting the second end element to the last fitted roof chair. The erection of the roof and the rafters in the saddle roofs preferably takes place, as described above by means of the rafters 81-86, the roof elements 80 and the drawbar 87 15.

According to a particular method, the ceiling elements or sloping roof elements or the ceiling or sloping roof elements connected to the vertical elements are installed in connection with a roof chair mounted on the first joint edge, 20 after which the ceiling and sloping roof elements are The use of such liaison bodies may require a simple tool.

25 In particular, when installing external roofs, these can be formed as external roof elements from the heat-insulating plastic in question, as can roof ridge bricks.

Industrial applicability

In the calculations and experiments, when designing a 1 1/2-storey house for housing needs, the foundation formed by the concrete slab was fitted in place. The wall elements had a thickness of 150 mm and were made of polyurethane, where λ = 0.017, Mi + Mu = 0.20, Kw = 0.13. The foundation was provided with a thin mortar leveling and formed on a 70 mm mineral wool base-35 board. The beam elements had a stiffening function by means of protruding pins connected to the connecting beams. The elements were made of polyurethane and had a thickness of 300 mm, 17 69674 giving λ. = 0.017, Mi + Mu = 0.3, K = 0.06. The walls, sloping ceilings and tie beams against the roof gutters w had a thickness and other properties similar to those mentioned. The design has shown that an additional 5 additional heat is hardly needed, but the insulation and tightness were so good that only a heat source is likely to be needed to provide the additional heat in very severe weather. The building is designed for mechanical ventilation. By utilizing the recovery equipment, the entire heat demand of the butter is satisfied.

When the buildings according to the invention are used in countries with warm weather, a pleasant and normal indoor temperature can be maintained in a simpler way and consuming less energy for the addition of cold air to the interior of the building.

Without going beyond the scope of the idea of the invention, variations of the method and device according to the invention are likely to be possible. Thus, a building can have other shapes, sizes, floor levels, and roof slopes and other types of roofs. It is still possible, using the building shown and explained as a starting point, to supplement it with several storeys. The wall beams and other load-bearing parts of the frame may be included in the wall parts and elements and thus form a reinforcement or frame to be cast in the parts and elements, and in the case of wall elements the frame then protrudes from the lower and upper edge of the wall elements on. The building is primarily intended to comply with the existing measurement modules of the buildings, and as an example, the roof chair pitch is 1,200 mm. Thus, there is no reason to deviate from prevailing building standards in terms of dimensioning, strength, insulation and tightness. The foundation itself can be of any suitable type, 35 and can, for example, consist of elements filled with concrete. 69674 18 elements made of the plastic material in question can be used as the inner floor on the foundation or as a basement beam, which can then be provided with the desired pattern and decoration. Optionally, however, other floor, ceiling and wall coverings may be used, such as panels, tiles, wallpaper, colors, etc. If a special exterior façade is desired, as shown in Figure 10, for example a brick wall 57 may be erected, preferably with a ventilated air gap 58 fitted to the cladding and frame. between. The air gap can then be 20 mm, and the façade wall can be, for example, 120 mm thick. The Pe-10 base can also be provided with an edge insulation 12, which is, for example, lightweight concrete and has a thickness of 100 mm. Other external roofs and roof coverings can, of course, also be used, but according to exemplary embodiments, the roof is provided with roof elements made of the plastic material in question. In this case, an air gap 59 is arranged between the external roof and the sloping roof. Thus, the invention is not limited to what has become apparent from the working examples, but is limited only by the following claims.

Claims (15)

1. A method of providing a well-insulated building, which is erected on a foundation, wherein beams (3) are formed of metal, preferably frame profiles or beams, and that wall elements (4) which are located between the beams are formed by a heat and cool well-insulated plastic material, preferably of foamed plastic, such as polyurethane, characterized in that the wall elements (4) are provided with such joint joints (15), that adjacent wall elements can each enclose a beam (3) in its longitudinally extending, a first beam being erected and joined to the foundation (2), a first wall element arranged on the foundation and being connected to the first beam with a first joint edge, a second beam being connected to the foundation and being connected to the first wall element. a second joint edge, a second wall element is arranged on the foundation and is caused to join with its first joint edge to the second beam and so on until the last wall element for the formation of The horizontal circumference of the beam shall be arranged on the foundation, that the beams (3) so arranged are, in their longitudinal extent, enclosed by wall elements (4), that adjacent beams in each wall are connected to one another by means of adjacent hammer strips (8, 74). ), So that the walls erected in such a manner form a frame (1), which is provided with beams (9) resting on two opposing walls of the etomine and beamed element (6) or ceiling elements formed of said plastic material, wherein the beams and joists or ceiling elements 30 are arranged alternately on the frame, in which case the buildings shall have a second panel with roof trusses (10), gables, frame members (37), oblique roof elements (38) and / or roof elements (39, 80). ) or at least those parts of gables and elements which are to face a heat insulated interior space (40) of said plastics material and which gables and elements are brought into contact with one another and surround the 69674 provided the roof trusses or at least the parts of the roof trusses which face and adjoin the heat insulated interior space. 2. A method according to claim 1, characterized in that the free end of the erected walls is provided with hammer bands (8) and that the said beams (9) are engaged with hammer bands when mounted. 3. A method according to claim 1, characterized in that the joist elements (6) or the ceiling elements are provided with lateral joint edges, that the elements surround said beams (9) or subframes in roof trusses (10) or at least those parts of the beams and the subframes, which face and adhere to the heat insulated interior space (40) located below the blades or subframes. 15 4. A method according to claim 1, characterized in that the ceiling or slanting elements connected to the ceiling or slanting element (37) or the ceiling element (37) connected with a first joint edge are connected to a mounted roof chair (10), after which the ceiling - or the slanting element is contacted at the roof chair or by means of connecting means (60) is brought into alignment with fitted gable and mounted roof chairs and elements. 5. A building for carrying out the method according to any of claims 1-4, wherein the building in one or more planes of planing is intended to be built on a foundation (2), such as a base plate, basement or equivalent and comprising a frame (1). ), which includes walls in the form of wall elements of a heat-resistant and cold-insulating plastic material, which indicate the necessary thickness of the wall and constitute the necessary insulation and beams (3) of metal, which are arranged for contacting a pillar arranged in the foundation (7). , and that a floor or ceiling consists of floor or ceiling elements (6 and 38, 39, respectively) of a heat-insulating, well-insulated plastic material, characterized in that the body (1) is stiffened by means of blocks, subframes ( 9) in a roof chair (10), beams (6) 26 69674 or ceilings (38, 39) or in the beams or roofs extending reading means (87), which have a length of which the distance between the two opposing walls in the body exceeds the distance. , that the wall elements (4) have splice edges (15) which are formed with recesses in such a way that adjacent wall elements can each unlock a beam (3) in its longitudinal extension, whereby adjacent elements are arranged to be able to connect adjoining one another on the outside and inside of the bed of the bed 10, that the floor or ceiling blocks (6) have an edge roof, one side of the edge roof being intended to abut against the end surface of the wall element and a second side of the edge roof is intended to join the wall element towards facing the interior space, the wall elements 15 have an upper edge roof (18) for receiving between the beams in each wall of the body extending hammer strips (8) or hook means (74), the upper edge roof being arranged in such a way that hammer bands or the hook member is enclosed in the longitudinal extension of the wall elements 20 and the beam or ceiling elements, and in which case the building shall have a second panel with roof trusses (10), at least the parts of arranged roof chairs that connect to an insulated interior space (40) are enclosed by gables, rods (37) oblique roof elements (38) and / or roof part elements (39, 80) or by at least the parts of gables and elements , which shall be facing the heat - insulated interior space and which gables and elements are formed of a heat - insulating and cool well - insulated plastic material. 6. A building according to claim 5, characterized in that at least one or both surface sides of the wall elements (4) are formed in the material for a contour or pattern suitable for an outer wall exterior and an inner wall interior respectively. 7. A building according to claim 5, characterized in that the hammer straps (8) or the hook means (45,74) are arranged to extend between and in engagement with two adjacent beams (3) in a wall or in the corner of the building. between a beam and a wall element in a second wall. 8. A building according to claim 5, characterized in that the hammer bands (8) are arranged to be connected to each other in connection with or in the adjacent beam (3). 9. A building according to claim 5, characterized in that the lower edge of the wall elements (4) has a lower edge roof (24) for receiving part of the foundation 10 (2) or for receiving the sill (7), the wall element enclosing the sill between the wall blocks and the foundation. 10. A building according to claim 5 or 9, characterized in that the sill (7) is firmly anchored in the foundation (2) and is a support for the wall elements (4), a control device for the wall elements and the construction of the structure and is designed as contact elements for the beams (3). 11. A building as claimed in claim 5, characterized in that the beams (6) or the ceiling have formed rafters (19) or the corresponding for accommodating the beams (9) or the subframes of the roof trusses (10) or said reading means (87). , wherein the beams or subframes are arranged to incline two opposing walls in a mutually fixed position. 12. A building according to claim 5, characterized in that each roof chair (10) consists of a plurality of separate parts (81-85) which are arranged to be mounted to a roof chair, the roof chair being firmly joined together. by means of a drawbar (87) arranged to extend in and through the subframe (9) of the roof chair. 13. A building according to claim 5, characterized in that the subframes (9) are arranged in communication with the beams (3) which have fastening means (13) and incline two opposing walls in a mutually fixed position, the walls of the body (1). ) is read. The building according to claim 5, characterized in that the subframes (9) are joined to the corresponding frame.