WO2000020698A1 - Building construction, especially for a low energy building - Google Patents
Building construction, especially for a low energy building Download PDFInfo
- Publication number
- WO2000020698A1 WO2000020698A1 PCT/DE1999/002963 DE9902963W WO0020698A1 WO 2000020698 A1 WO2000020698 A1 WO 2000020698A1 DE 9902963 W DE9902963 W DE 9902963W WO 0020698 A1 WO0020698 A1 WO 0020698A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- steel
- building construction
- construction according
- shear
- battens
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
- E04D13/16—Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
- E04D13/1606—Insulation of the roof covering characterised by its integration in the roof structure
- E04D13/1643—Insulation of the roof covering characterised by its integration in the roof structure the roof structure being formed by load bearing corrugated sheets, e.g. profiled sheet metal roofs
-
- 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
- E04B1/08—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of metal
Definitions
- the invention relates to a building construction that is particularly suitable for low-energy buildings. Areas of application include light buildings, single and two-family houses, semi-detached houses, extensions, conversions and additions as well as functional buildings with or without a basement.
- the use of the steel cassette panels is only limited to components that are subject to bending and shear stress. Approvals are only available for this type of use.
- the steel cassette plates only take on wind loads with possibly snow loads perpendicular to their plane and shear forces in their plane to ensure the pane effect of the walls. Pressure loads, such as those required for load-bearing walls, are not permitted, so that only smaller buildings and containers can be built according to the known principle.
- the steel cassette panels have the task of absorbing the thermal insulation and keeping it dimensionally stable, absorbing the pressure and suction forces caused by wind and, in addition, roof loads, as well as snow loads and transferring them to the substructures in the form of purlins, trusses, wall bars and supports.
- the decisive factor for the approvals of the steel cassette panels is their load-bearing capacity.
- trapezoidal steel sheets are also to be used for pressure loads in the direction of the profile in their plane.
- these are inferior to the steel cassette panels for use as wall elements.
- the invention has for its object to develop a complete building construction, even for larger heights and spans, with steel cassette and trapezoidal steel sheets in a composite construction.
- the targeted installation of insulation materials is intended to create a low-energy building.
- the inner and outer belts of the steel cassette plates and, in the case of the steel trapezoidal profiles, the inner and / or outer belts in the belt direction are each provided with shear-proof battens, in that the end faces of the steel cassette plates, which are fixed in a U-shaped holding element, are non-positively locked are cast or screwed in, that the ceiling panels are mounted on the battens that are connected to the inner belts in a shear-resistant manner and that they are connected in a shear-resistant manner via crossbars, that the openings for doors and windows have lintels in which thrust wall support structures are formed from steel cassette panels and that for the construction of the strip or
- Fig. 1 a cross section through the house with a strip foundation
- Fig. 2 a cross section through the house with basement and floor slab
- Thrust floor Fig. 3: the strip foundation in detail with a top view of the
- Fig. 4 Construction of the basement outer wall and the base plate in detail
- 5 a horizontal section through the basement outer wall with wall structure
- Fig. 6 the ceiling plate in detail
- Fig. 7 the steel cassette plate as a steel-wood composite in principle
- Fig. 8 the connection of the steel cassette plates with air seal in principle
- Fig. 9 the inner steel support system of the outer wall construction as
- Fig. 12 the tolerance compensation in detail
- 13 the top view of an oriel formation in principle
- Fig. 14 The formation of any openings with a lintel designed as a sliding wall support in the view as well as in the horizontal and vertical
- Fig. 19 the structure of a load-bearing wall, ceiling or roof structure
- Fig. 20 further examples for the construction of a load-bearing wall, ceiling or
- the single-family house (FIG. 1) has the strip foundation 1, consisting of the steel trapezoidal profile plate 2, the concrete foundation 3 and the ventilation duct 4 in the area of the grown floor 5 and the base plate 6 consisting of the steel trapezoidal profile-wood composite.
- the vertically trapezoidal profiled steel cassette-wood composite panel 7 is placed as a load-bearing wall and as an intermediate wall and has the opening 8 for windows.
- the ceiling panel 9 consisting of the steel trapezoidal profile wood - composite is placed.
- the steel cassette roof element 12 is fastened via the purlins and middle purlins 10 and the ridge wood 11.
- the steel cassette panels and the steel trapezoidal profile panels are each connected to each other in a shear-resistant manner.
- the residential building (FIG. 2) has the strip foundation 1, consisting of the steel trapezoidal professional plate 2 and the concrete foundation 3, and the base plate 6 for forming the basement space 13.
- the steel cassette-wood composite plate 7 is arranged continuously to form the thrust floor.
- the strip foundation 1 (FIGS. 1 and 3) has the foundation trench 15 with the grown bottom 5, the leveled bottom 16 and the bottom 17 of the trench.
- the steel trapezoidal professional plate 2 is introduced with the bottom part 18 into the grown bottom 5 over the area of the trench bottom 17 and has the flanging 19 or other transverse stiffeners.
- the concrete foundation 3 is poured and the foundation trench 15 is filled on the outside with filling soil 20. Inside, the filling floor 20 is only introduced into the area of the leveled floor 16.
- the support 21 is arranged on the steel trapezoidal panel 2 and the base plate 6, which is designed as a steel trapezoidal profile-wood composite, is placed and fixed.
- the upper end face 22 of the trapezoidal steel sheet 2 has the U-shaped holding profile 23 and the air opening 24.
- the cavity 25 is formed between the base plate 6 and the leveled base 16, so that air circulation is achieved via this and the air opening 24.
- the strip foundation 1 (FIGS. 2 and 4) has the foundation trench 15 with the grown bottom 5.
- the prefabricated concrete foundation is introduced into the foundation trench 15.
- the steel trapezoidal panel 2 is fastened to this as a basement outer wall and sealed in the area of the fastening in a water-impermeable manner.
- the base plate 27, which is designed as a trapezoidal steel profile, is fixed on the support 21 with the interposition of the elastic layer 85 and the water-retaining barrier layer 28.
- the load-bearing, water-permeable insulation 29 (perimeter insulation) is introduced between the grown soil 5 and the barrier layer 28.
- the ceiling plate 6, which is designed as a steel trapezoidal profile-wood composite, is fixed via the support 21.
- the basement outer wall 30 (FIG. 5) is constructed in such a way that in the area of the basement 13 the steel trapezoidal sheet 2 has the inner insulation 31 and in the outer area the water-permeable insulation 29 in front of the filling floor 20.
- the outer wall of the trapezoidal steel sheet 2 is provided with the thermal protection coating 86. All of the individual elements are designed as disks.
- the ceiling plate designed as a steel trapezoidal profile-wood composite (FIG. 6) has the steel trapezoidal professional plate 33 with battens 35 connected to the lower flange 34 in a shear-proof manner.
- the thermal and acoustic insulation 32 is arranged between the water vapor permeable underlay 36 and the steel trapezoidal professional panel 33 and the battens 35.
- the steel cassette-wood composite plate 7 (FIG. 7) for the load-bearing walls and for the inner, intermediate and partition walls has the steel cassette plate 48 with the trapezoidal profiled inner belt 37, the profiled webs 38; 39 and the cranked outer straps 42, which have the inner detent 40 and the outer detent 41; 43 on.
- the battens 44 which are to be connected in a shear-resistant manner after assembly, are fastened to the outer belt 43 having the outer latching lug 41.
- the battens 45 to be connected in a shear-proof manner after the assembly are fastened to the inner belt 37.
- connection of the steel cassettes - wood - composite panels 7 takes place via the locking lugs 40; 41, the air seal 47 and the screw connection 46 (Fig. 8).
- the battens 45 are fastened from the outside with screw connection 87 having seals.
- the steel cassette plates 48 are over the locking lugs 40; 41 (Fig. 7) pre-assembled, guided in the U-shaped holding element 50 and fixed via the screw connections 51 (battens 44; 45 not shown).
- the lower end face of the steel trapezoidal profile plates 48 are cast into the U-shaped holding element 50 by means of a casting compound (not shown).
- the upper end face of the steel cassette plates 48 can also be guided with the U-shaped holding element 50.
- the outer belt of the steel cassette plates for the wall 53 is guided on the web 38 of the steel cassette plates for the wall 49 and is connected to one another via the screw connection 51.
- the web 39 of the steel cassette plates for the wall 53 is connected to the inner belt 37 of the steel cassette plates for the wall 49 via the screw connection 51 (battens 44; 45 not shown).
- the floor plan for the construction of the building shows the load-bearing outer walls 49; 53 and the inner wall 54.
- the inner wall 54 is fixed via the webs 38 of the steel cassette plates 48 to the inner belts 37 of the steel cassette plates 49 via screw connections.
- the steel cassette plate 55 is separated vertically and is connected via the partial inner belt 56 to the inner belt 37 of the steel cassette plate of the inner wall 54 via screw connections.
- the trapezoidal steel plate 55 on the inner belt 37 is separated vertically and connected via the vertical U-shaped bracket 56 by means of screw connections 57 (battens 44; 45 not shown).
- the steel cassette plates are to be connected with one another in a shear-resistant manner (battens 44; 45 not shown).
- the steel cassette plate 55 is to be formed vertically separately.
- a curved bay window is also possible due to the elastic curvature of the webs.
- the U-shaped elements must be designed accordingly.
- the window opening 59 is formed in such a way (FIG. 14) that the reveal is cut out by horizontally separating the steel cassette plates 48.
- the thrust wall support 60 is formed as a lintel 64 using the U-shaped element 50 and the steel cassette sections 88, in which the battens 61 are connected to thin-walled plates 62 and the outer belts of the sections 88 via the screw connection 63.
- the lights are formed over the vertical battens 65 and allow any cutout.
- the inner shell 66 is connected to the battens 45 (FIG. 15), which consists for example of the chipboard 67 and for example the gypsum fiber board 68. If necessary, the heat protection coating 69 is to be applied to this.
- the insulation layer 70 is introduced between the inner belt 37 and the inner shell 66. Between the inner belt 37 and outer belts 42; 43, the insulation layers 71, 72 are introduced.
- the heat protection coating 69 is sprayed onto the insulation layer 71. It is also possible for the heat protection coatings 69 between the insulation layers 70; 71; 72 to bring.
- a carrier e.g. Paper to be provided with the heat protection coating.
- the outer shell 74 is supported by the support plate 75 connected to the slats 44 for receiving e.g. Plaster or slabs formed.
- the cavity formed between the inner belt 37 and chipboard 67 is to be formed as an installation channel 76 if necessary.
- Such a construction of the outer wall ensures a high level of insulation, for example by achieving a K value of 0.14 W / m 2 K with a total wall thickness of only 23 cm.
- outer shell 74 and the heat protection coatings 69; 73 to apply or insert.
- Insulation 77 provided and the heat protection coating 69 to over Outer straps 42; 43 and in the area of the webs 38; 39 trained.
- the vertical fastening angles 78 are arranged on the inner belt 37 via the screw connections 79.
- the battens 45 are fastened in a shear-resistant manner to the fastening angle 78 and the roof-high element 80 is thus formed. A high level of prefabrication of the roof is thus achieved.
- Manual assembly of the roof-high elements 80 is readily possible for the construction of the roof (FIG. 18). After laying the elements 80, the counter battens 82 must be attached. Any roof covering must be applied to this.
- the inner shell 83 which receives the insulation layer 84, is fastened to the battens 45. This roof construction can also be carried out without prefabrication.
- This roof-high element 80 can also be used for the construction of the load-bearing walls.
- the steel trapezoidal profile plates 33 connected to one another in a shear-resistant manner have the slats 35 arranged on the lower chords in a shear-resistant manner.
- the spacing of the battens should be selected depending on the loads.
- the layers are built up in the manner already described.
- double steel trapezoidal profiled sheets 33 are used that are connected to each other in a shear-resistant manner (FIG. 20).
Abstract
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP99970141A EP1080278B1 (en) | 1998-10-06 | 1999-09-13 | Building, especially a low energy building |
DE19982005T DE19982005D2 (en) | 1998-10-06 | 1999-09-13 | Building construction, especially for a low-energy building |
DE59913330T DE59913330D1 (en) | 1998-10-06 | 1999-09-13 | BUILDING, PARTICULARLY A LOW-ENERGY BUILDING |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19847070A DE19847070A1 (en) | 1998-10-06 | 1998-10-06 | Building construction, especially for a low-energy building |
DE19847070.3 | 1998-10-06 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2000020698A1 true WO2000020698A1 (en) | 2000-04-13 |
Family
ID=7884261
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/DE1999/002963 WO2000020698A1 (en) | 1998-10-06 | 1999-09-13 | Building construction, especially for a low energy building |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1080278B1 (en) |
AT (1) | ATE323198T1 (en) |
DE (3) | DE19847070A1 (en) |
WO (1) | WO2000020698A1 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006058390A1 (en) * | 2004-12-03 | 2006-06-08 | Bluescope Steel Limited | Wall construction |
WO2011137478A1 (en) * | 2010-05-05 | 2011-11-10 | George Milatos | Elongate building panel improvement |
US11933036B2 (en) * | 2020-05-29 | 2024-03-19 | Bok Modern Llc | Wall section formed of folded sheet metal |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10139311C1 (en) * | 2001-08-09 | 2003-04-10 | Henkel Kgaa | Building exterior wall sealed against ground has sheet piling driven into ground and which on side facing away from ground has insulating course onto which wall is concreted |
ES2311325B1 (en) * | 2005-05-26 | 2009-09-16 | Clara Arpa Azofra | MODULAR HOUSING. |
DK200701379A (en) * | 2007-09-25 | 2009-03-26 | Saint Gobain Isover Ab | building Construction |
AT521248B1 (en) | 2018-10-31 | 2019-12-15 | Weiss Reinhold | Building foundation for a self-supporting house |
AT524508A1 (en) * | 2020-11-24 | 2022-06-15 | Priglinger Ing Dr Josef | Kit for a tool shed |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2268907A (en) * | 1939-04-10 | 1942-01-06 | Globe Wernicke Co | Prefabricated building structure |
US2440763A (en) * | 1945-02-19 | 1948-05-04 | Todhunter Arthur | Building construction |
DE2426464A1 (en) | 1974-05-31 | 1975-12-11 | Inco Systems Inc | Corrugated sheet metal walled building - interlocking reinforced floor of similarly ribbed or corrugated sheeting |
DE2931891A1 (en) | 1978-08-07 | 1980-02-21 | Colin Francis Lowe | PANEL ARRANGEMENT FOR FORMING A WALL AND / OR ROOF OF A METAL BUILDING |
US4221093A (en) * | 1979-02-12 | 1980-09-09 | Crookston Joseph A | Sheet metal wall module and wall formed therewith |
DE8616637U1 (en) | 1986-06-21 | 1986-08-21 | Fischer Profil GmbH Dach- und Wandprofilwerk, 57250 Netphen | Cassette board |
WO1993023629A1 (en) * | 1992-05-20 | 1993-11-25 | Maupin James H | Panel system and method for building construction |
DE4324612A1 (en) | 1993-07-22 | 1995-01-26 | Hubert Wilz | Room-enclosing wall structure for a building |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7342053U (en) * | 1974-02-21 | Vaw Leichtmetall Gmbh | Beaded profile sheet | |
DE1814505A1 (en) * | 1968-12-13 | 1970-07-02 | Armco Steel Corp | Plate or board with folded edges |
-
1998
- 1998-10-06 DE DE19847070A patent/DE19847070A1/en not_active Withdrawn
-
1999
- 1999-09-13 EP EP99970141A patent/EP1080278B1/en not_active Expired - Lifetime
- 1999-09-13 DE DE19982005T patent/DE19982005D2/en not_active Ceased
- 1999-09-13 AT AT99970141T patent/ATE323198T1/en not_active IP Right Cessation
- 1999-09-13 WO PCT/DE1999/002963 patent/WO2000020698A1/en active IP Right Grant
- 1999-09-13 DE DE59913330T patent/DE59913330D1/en not_active Expired - Fee Related
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2268907A (en) * | 1939-04-10 | 1942-01-06 | Globe Wernicke Co | Prefabricated building structure |
US2440763A (en) * | 1945-02-19 | 1948-05-04 | Todhunter Arthur | Building construction |
DE2426464A1 (en) | 1974-05-31 | 1975-12-11 | Inco Systems Inc | Corrugated sheet metal walled building - interlocking reinforced floor of similarly ribbed or corrugated sheeting |
DE2931891A1 (en) | 1978-08-07 | 1980-02-21 | Colin Francis Lowe | PANEL ARRANGEMENT FOR FORMING A WALL AND / OR ROOF OF A METAL BUILDING |
US4221093A (en) * | 1979-02-12 | 1980-09-09 | Crookston Joseph A | Sheet metal wall module and wall formed therewith |
DE8616637U1 (en) | 1986-06-21 | 1986-08-21 | Fischer Profil GmbH Dach- und Wandprofilwerk, 57250 Netphen | Cassette board |
WO1993023629A1 (en) * | 1992-05-20 | 1993-11-25 | Maupin James H | Panel system and method for building construction |
DE4324612A1 (en) | 1993-07-22 | 1995-01-26 | Hubert Wilz | Room-enclosing wall structure for a building |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006058390A1 (en) * | 2004-12-03 | 2006-06-08 | Bluescope Steel Limited | Wall construction |
WO2011137478A1 (en) * | 2010-05-05 | 2011-11-10 | George Milatos | Elongate building panel improvement |
US11933036B2 (en) * | 2020-05-29 | 2024-03-19 | Bok Modern Llc | Wall section formed of folded sheet metal |
Also Published As
Publication number | Publication date |
---|---|
DE19982005D2 (en) | 2001-03-08 |
DE19847070A1 (en) | 2000-04-27 |
ATE323198T1 (en) | 2006-04-15 |
EP1080278B1 (en) | 2006-04-12 |
DE59913330D1 (en) | 2006-05-24 |
EP1080278A1 (en) | 2001-03-07 |
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