SE449634B - Wall construction components - Google Patents
Wall construction componentsInfo
- Publication number
- SE449634B SE449634B SE8401153A SE8401153A SE449634B SE 449634 B SE449634 B SE 449634B SE 8401153 A SE8401153 A SE 8401153A SE 8401153 A SE8401153 A SE 8401153A SE 449634 B SE449634 B SE 449634B
- Authority
- SE
- Sweden
- Prior art keywords
- flanges
- support
- concrete layer
- extended portion
- flange
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Foundations (AREA)
Abstract
Description
449 654 2 väggkonstruktionselementen 1 sträcker sig fran ett övre bjälklag 2, i detta fall taket, och ända ned till pa grunden anbragta bottenplattor 3. Sasom framgar av fig. l tjänstgör även väggkonstruktionselementet l som upplag för ett nedre bjälklag 4. 449 654 2 the wall construction elements 1 extend from an upper floor layer 2, in this case the roof, and all the way down to the base slabs 3 arranged on the foundation. As can be seen from Fig. 1, the wall construction element 1 also serves as a support for a lower floor layer 4.
Med hänvisning till fig. 2 omfattar väggkonstruktionselementet ett husets yttersida bildande, armerat betongskikt 5, fran vilket pa förutbestämda avstand fran varandra anordnade, längsgående, med varan- dra i huvudsak parallella, vertikala, icke visade flänsar av armerad betong sträcker sig vinkelrätt mot betongskiktet och inat. Reglar med mellan- liggande isolering är medelst kramlor fastgjutna vid nämnda flänsars fria kant (se vidare nedan vid beskrivningen av fig. 3). Isoleringsmaterial 6 är vidare anbragt i det utrymme, som avgränsas av tva intilliggande flänsar med tillhörande reglar och mellanliggande isolering och av betongskiktets S innersida.Referring to Fig. 2, the wall structure member comprises a reinforced concrete layer 5 forming the outside of the housing, from which, at predetermined distances from each other, longitudinal, substantially parallel, vertical, not shown reinforced concrete flanges extend perpendicular to the concrete layer and inat. Intermediate insulation bars are cast by means of staples at the free edge of the said flanges (see further below in the description of Fig. 3). Insulation material 6 is further arranged in the space delimited by two adjacent flanges with associated studs and intermediate insulation and by the inside of the concrete layer S.
Vid den nedre delen av detta väggkonstruktionselement finns ett förlängt parti 7, vilket sträcker sig nedanför den del som är försedd med mellanliggande isolering. Detta parti är företrädesvis gjutet av betong och har inat mot byggnadens mitt utskjutande övre och nedre flänsar 8 respektive 9. Den övre flänsen 8 är avsedd att utgöra stöd för det nedre bjälklaget 4. I det utrymme som avgränsas mellan de övre och nedre flänsarna 8 respektive 9 och det förlängda partieb-7 har isoleringsmaterial 1D anbragts.At the lower part of this wall construction element there is an extended portion 7, which extends below the part which is provided with intermediate insulation. This portion is preferably cast of concrete and has inwardly projecting upper and lower flanges 8 and 9, respectively, towards the center of the building. The upper flange 8 is intended to form a support for the lower floor layer 4. In the space delimited between the upper and lower flanges 8 and 9, respectively. 9 and the extended portion 7, insulating material 1D has been applied.
Fran det förlängda partiet in mot husets mitt utskjutande vertikala, fran de övre till de nedre flänsarna 8 respektive 9 sig sträckande stödflänsar ll är anordnade för att ge en extra förstärkning at den övre flänsen 8. Man skulle ocksa kunna tänka sig att den övre ytan av den övre flänsen 8 är större än den undre ytan av samma fläns, vilket medför att man erhaller ett stöd för bjälklaget i hela det förlängda partiet 7. Den nedre flänsen 9 är avsedd för kvarhallning av isoleringen lO och kan eventuellt utelämnas.From the extended portion towards the center of the housing projecting vertically, from the upper to the lower flanges 8 and 9, respectively, supporting flanges 11 are arranged to give an extra reinforcement to the upper flange 8. It would also be conceivable that the upper surface of the upper flange 8 is larger than the lower surface of the same flange, which means that a support for the floor is obtained in the entire extended portion 7. The lower flange 9 is intended for retaining the insulation 10 and can possibly be omitted.
Sasom framgar av fig. l och 2 anbringas vid monteringen av en byggnad bottenplattorna 3 pa bestämda ställen i en pa förhand uppgrävd grund, varpa väggkonstruktionselementen ställes direkt pa dessa plattor och därefter bjälklagselementen 2 och 4 anbringas pa plats. Jord fylles därefter mot de förlängda partierna 7 av väggkonstruktionselementen 1 sa att en s.k. torpargrund erhalles. Alla enskilda element, sasom väggar, bjälklag och grund i byggnaden är saledes prefabricerade och kan genom en enkel sammanfogning monteras upp till en färdig byggnad. 449 634 3 I fig. 3 visas ett formbord för tillverkning av väggkonstruktions- element enligt uppfinningen. Som framgår av fig. 3 placeras först isole- ringen 10 och reglar 12 samt en skiva 13 pa formbordet för att åstadkomma förskjutningen av de övre och nedre flänsarna 8 respektive 9 in mot husets mitt. Därefter placeras reglar 14 och mellanliggande isolering 15 samt isoleringen 16 pa skivan U och formsidorna 17 anbringas pa plats.As can be seen from Figures 1 and 2, when assembling a building, the base plates 3 are placed in certain places on a pre-excavated foundation, where the wall construction elements are placed directly on these plates and then the floor elements 2 and 4 are placed in place. Soil is then filled against the extended portions 7 of the wall construction elements 1 so that a so-called croft plot is obtained. All individual elements, such as walls, floors and foundations in the building are thus prefabricated and can be mounted up to a finished building by a simple joining. Fig. 3 shows a mold table for manufacturing wall construction elements according to the invention. As can be seen from Fig. 3, the insulation 10 and bolts 12 and a board 13 are first placed on the mold table to effect the displacement of the upper and lower flanges 8 and 9, respectively, towards the center of the housing. Then bars 14 and intermediate insulation 15 as well as the insulation 16 are placed on the board U and the mold sides 17 are applied in place.
Armeringen 18 placeras i formen och betongen hålls i densamma.The reinforcement 18 is placed in the mold and the concrete is held in it.
Uppfinnigen kan naturligtvis modifieras inom ramen för bifo- gade patentkrav.The invention may, of course, be modified within the scope of the appended claims.
Claims (4)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8401153A SE449634B (en) | 1984-03-01 | 1984-03-01 | Wall construction components |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8401153A SE449634B (en) | 1984-03-01 | 1984-03-01 | Wall construction components |
Publications (3)
Publication Number | Publication Date |
---|---|
SE8401153D0 SE8401153D0 (en) | 1984-03-01 |
SE8401153L SE8401153L (en) | 1985-09-02 |
SE449634B true SE449634B (en) | 1987-05-11 |
Family
ID=20354970
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SE8401153A SE449634B (en) | 1984-03-01 | 1984-03-01 | Wall construction components |
Country Status (1)
Country | Link |
---|---|
SE (1) | SE449634B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001021903A1 (en) * | 1999-09-22 | 2001-03-29 | Heikki Haapiainen | Method for producing a wall and a base of a building with an element construction and an element |
-
1984
- 1984-03-01 SE SE8401153A patent/SE449634B/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2001021903A1 (en) * | 1999-09-22 | 2001-03-29 | Heikki Haapiainen | Method for producing a wall and a base of a building with an element construction and an element |
Also Published As
Publication number | Publication date |
---|---|
SE8401153L (en) | 1985-09-02 |
SE8401153D0 (en) | 1984-03-01 |
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