SE502205C2 - Wall element - Google Patents

Wall element

Info

Publication number
SE502205C2
SE502205C2 SE9201244A SE9201244A SE502205C2 SE 502205 C2 SE502205 C2 SE 502205C2 SE 9201244 A SE9201244 A SE 9201244A SE 9201244 A SE9201244 A SE 9201244A SE 502205 C2 SE502205 C2 SE 502205C2
Authority
SE
Sweden
Prior art keywords
foot portion
support
wall element
flange
abutment surface
Prior art date
Application number
SE9201244A
Other languages
Swedish (sv)
Other versions
SE9201244L (en
SE9201244D0 (en
Inventor
Ingvar Andersson
Thomas Nilsson
Original Assignee
Ingvar Andersson
Thomas Nilsson
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 Ingvar Andersson, Thomas Nilsson filed Critical Ingvar Andersson
Priority to SE9201244A priority Critical patent/SE502205C2/en
Publication of SE9201244D0 publication Critical patent/SE9201244D0/en
Priority to DE1993603423 priority patent/DE69303423T2/en
Priority to EP19930850086 priority patent/EP0567440B1/en
Publication of SE9201244L publication Critical patent/SE9201244L/en
Publication of SE502205C2 publication Critical patent/SE502205C2/en

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
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • 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
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance

Abstract

Wall member for construction of houses. The wall member can be used both as a lower wall member and as wall members for flats positioned thereabove. The wall member comprises an upper flange (3), a depending web (4) and a lower foot portion (5) and several essentially vertical pillar beams (7) extending from the flange (3) to the foot portion (5). The load from building members (1') positioned thereabove is transmitted to the flange (3) and further to the building member (2) positioned therebelow via the reinforcernents (7) without any essential loading of the foot portion (5) and the front web (4). The upper flange (3) is divided into a support portion (11) at the inside portion of the flange for supporting ceiling members (10) and an abutment portion (14) which is the outside portion of the flange and is adapted to support a wall member (1') positioned thereabove. The abutment portion (14) is recessed in relation to the support portion (11) (Fig. 1). <IMAGE>

Description

10 15 20 25 30 :S5 40 502 205 undastött av en gjuten grundplatta 2 eller en grundbalk, exempelvis av typen ERGE. 10 15 20 25 30 : S5 40 502 205 supported by a cast base plate 2 or a base beam, for example of the ERGE type.

Väggelementet 1 består av en övre fläns 3, en nedåt förlöpande fasadskiva 4 samt ett nedre fotparti 5. Fotpattiet 5 står på grundplattan 2 vanligen via en tätning 6, som kan vara en gummitätning, syllpapp eller plast eller annat idag använt material. Fotpartiet 5 har endast till funktion att ugöra tätning mot underlaget.The wall element 1 consists of an upper fl end 3, a downwardly extending façade panel 4 and a lower foot portion 5. The foot pad 5 stands on the base plate 2 usually via a seal 6, which may be a rubber seal, sieve board or plastic or other currently used material. The foot part 5 has only a function to undo the seal against the substrate.

Mellan den övre flänsen 3 och fotpartiet 5 sträcker sig flera väsentligen vertikala uppstyvningar 7, vars funktion är att överföra last från den övre flänsen till undalaget 2.Between the upper 3 end 3 and the foot portion 5 extends fl your substantially vertical stiffeners 7, the function of which is to transfer loads from the upper end to the underlayer 2.

Ett längdsnitt genom väggelementet visas i fig 2. Därav framgår att uppstyvningmna 7 är belägna på ett lämpligt inbördes avstånd i beroende av den väntade belastningen.A longitudinal section through the wall element is shown in fi g 2. From this it appears that the stiffening 7 is located at a suitable mutual distance depending on the expected load.

Mellan uppstyvningama 7 och parallellt med fasadskivan 4 finns isoleringsniatefial bestående av en ßrsta cellplastskiva 8, som utfyller utrymmet mellan uppstyvningarna och anligger mot fasadskivan 4. l höjdled sträcker sig skivan 8 från den övre flänsen 3 till fotpartiet 6.Between the stiffeners 7 and parallel to the façade panel 4 there is insulating material consisting of a first foam sheet 8, which fills the space between the stiffeners and abuts towards the façade panel 4. In height, the panel 8 extends from the upper edge 3 to the foot portion 6.

Vidare fmns en andra cellplastskiva 9 belägen utmed hela väggelementets insida och sträcker sig från den övre flänsen 3 och ned till underlaget, som kan vara nämnda grundplatta 2 eller ERGE- grundbalken, eller ett innergolv 10, se övre delen av fig 1. Vidare finns cellplastmaterial för att förhindra köldbryggor vid insidan av den övre flänsen vid 19 och på insidan av fotpartiet vid 20, 21, såsom visas i ñg 1.Furthermore, there is a second foam sheet 9 located along the entire inside of the wall element and extending from the upper 3 end 3 and down to the substrate, which may be said base plate 2 or ERGE- the foundation beam, or an inner floor 10, see the upper part of Fig. 1. Furthermore, cellular plastic material is used to prevent cold bridges at the inside of the upper fl end at 19 and at the inside of the foot portion at 20, 21, as shown in ñg 1.

Givetvis kan andra isoleringsmaterial än cellplast användas, såsom mineralull eller andra likvärdiga material.Of course, insulation materials other than cellular plastic can be used, such as mineral wool or others equivalent materials.

Såsom framgår av fig 1 är den övre flänsen försedd med ett uppskjutande bärpani ll, vars funktion är att utgöra upplag för ett mellanbjälklag 10. Mellan bär-partiet 1 1 och mellanbjälklaget 10 finns företrädesvis en slätlist 12.As can be seen from fi g 1, the upper fl end is provided with a projecting support panel ll, the function is to form a support for an intermediate floor layer 10. Between the support portion 1 1 and the intermediate floor layer 10 There is preferably a smooth strip 12.

Det parti av den övre flänsen, som finns utanför bärpartiet 11, innefattar en anliggningsyta 14 för ett andra väggelement 1' enligt uppfinningen, som är staplat ovanpå det första väggelementet via en syllisolering 13. Anliggningsytan 14 är nedsänkt i förhållande till bärpartiet 11, såsom visas i fïg I.The portion of the upper end, which is found outside the support portion 11, comprises an abutment surface 14 for a second wall element 1 'according to the invention, which is stacked on top of the first wall element via a sill insulation 13. The abutment surface 14 is lowered relative to the support portion 11, as shown in Fig. I.

Uppstyvningen kan ha konstant tvärsnitt utmed hela sin längd och bilda en fot som anligger mot den underliggande byggelementet.The stiffener can have a constant cross-section along its entire length and form a foot that abuts towards the underlying building element.

Uppstyvningens 7 nedre del kan dock även vara avfasad såsom anges vid 15 för anpassning till ett underliggande byggelement Det utrymme 22 som bildas mellan väggelementets nedre del vid avfasningen 15 och mellanbjälklaget 10 fylles med isolering på lämpligt sätt (visas ej).However, the lower part of the stiffener 7 can also be chamfered as indicated at 15 for adaptation to an underlying building element The space 22 formed between the lower part of the wall element at the chamfer 15 and the intermediate floor 10 are filled with insulation in a suitable manner (not shown).

Flänsen 11 är försedd med dragarmeringar 16 på konventionellt sätt. Fasadskivan 4 är försett med nätannering (visas ej) för att förhindra sprickbildning. Fotpartiet 5 är väsentligen utan armering.The flange 11 is provided with tensile reinforcements 16 in a conventional manner. The facade panel 4 is equipped with mesh modification (not shown) to prevent cracking. The foot portion 5 is substantially without reinforcement.

Väggelementet enligt uppfinningen dimensioneras och beräknas så att flänsen 16 och uppstyvningarna 7 överför förekommande belastningar från ett ovanßrliggande byggelement (väggelementet l') till ett underliggande byggelement (grundplattan 2 eller ERGE-grundbalk).The wall element according to the invention is dimensioned and calculated so that the axis 16 and the stiffeners 7 transmit existing loads from an overlying building element (wall element 1 ') to an underlying building element (base plate 2 or ERGE base beam).

Uppstyvningama 7 fungerar därvid som pelare som bär lasten. Fotpartiet 5 är, såsom nämnts ovan, konstruerat endast för att utgöra tätning mot underlaget och överför ingen last. Även fasadskivan 4 är avlastat och kan konstrueras tunn för att ge plats för stor mängd isoleringsmataial 8 och 9. 10 15 502 205 Den yttre sidan av fasadskivan 4 är bdiandlad direkt efter gjutning och ser ut som en putsad ' yta. Utsidan år således väsentligen underhållsfri.The stiffeners 7 then function as pillars carrying the load. The foot portion 5 is, as mentioned above, designed only to form a seal against the ground and transfer no load. The facade panel 4 is also relieved and can be constructed thin to make room for a large amount of insulation material 8 and 9. 10 15 502 205 The outer side of the facade panel 4 is bdiandled directly after casting and looks like a plastered ' surface. The exterior is thus essentially maintenance-free.

Genom konstruktionen av den övre flånsen med ett uppskjutande bårparti 11 och en yttre anliggningsyta 14 som är nedsånkt i förhållande till bårpartiet ll erhålles fördelar. Eventuellt vatten som kondenserar på den övre flånsen rinner nedåt mot ytan 14 och vidare utåt niot våggelemeiitets utsida. Genom denna konstruktion niöjliggöres att våggelementen kan staplas ovanpå varandra i samband med ett fleivåningslius utan att olika typer av vâggelement erfordras. Vid sådan stapling utgör kanten mellan anliggningsytan 14 och bär-partiet ll en styming som underlättar montaget.By the construction of the upper ridge with a projecting stretcher portion 11 and an outer one abutment surface 14 which is lowered relative to the stretcher portion 11, advantages are obtained. Possibly water which condenses on the upper fl ridge flows downwards towards the surface 14 and further outwards nine wave elements outside. This construction makes it possible for the wall elements to be stacked on top of each other in associated with a level floor without the need for different types of wall elements. For such stacking the edge between the abutment surface 14 and the support portion 11 forms a guide which facilitates assembly.

Våggelementet år vidare försedd med invändig beklädnad 18 i form av gipsskivor eller på annat konventionellt sätt.The cradle element is further provided with inner cladding 18 in the form of plasterboard or on other conventional means.

Väggelementet enligt uppfinningen kan användas dels som källarvåggeleinent, helt eller delvis beläget under marknivå, och dels som våggelement i ovanförliggande våningar i flervåningshus. l-Iårovan har beskrivits några olika utföringsformer av uppfinningen under hänvisning till ritningarna. En fackman inser dock ytterligare möjligheter att modifiera konstruktionerna fór att uppnå uppfinningens syften och sådana för en fackman uppenbara modifikationer är avsedda att inrymma inom ramen för uppfinningen. Uppfinningen begränsas endast av nedanstående patentkrav.The wall element according to the invention can be used partly as a basement wall element, completely or partly located below ground level, and partly as a wall element in the upper floors in apartment building. A few different embodiments of the invention have been described above with reference to the drawings. However, one skilled in the art will recognize additional possibilities for modifying the designs achieve the objects of the invention and such modifications obvious to a person skilled in the art are intended to accommodate within the scope of the invention. The invention is limited only by the following patent claims.

Claims (4)

10 15 20 5Û2i2Û5 4 PA'I'E:'N'I'KRAV10 15 20 5Û2i2Û5 4 PA'I'E: 'N'I'KRAV 1. Väggelemertt ßr byggnation, bestående av en övre fläns (3), ett därifrån nedåt törlópande fasadslciva (4), och ett nedre fotparti (5), samt flera väsentligen vertikala uppstyvningar (7), som sträckersig från flänsen (3)till fotpartiet (5),kännetecknad av att den övre flänsera (3) består av ett bärparti (l 1), som utgör flänsens inátvända del, och en anliggningsyta (14), som utgör flänsens utátvända del, varvid anliggningsytan (14) är belägen páen lägreniväänbärparfietfllLochattfotpartietärsrnalareärideriövreflänsen och formad komplemmtärt med anliggningsytan ( 14) på den övre flänsen och att fotpartiet (5) är väsentligen utan armering varigenom lasten från ovanförliggande byggelement (1'), som óverföres till flänsen (3), överfñres vidare till det underliggande byggelementetet (2) via uppstyvningama (7) utan väsentlig belastning av fotpartiet (5) och fasadsldvan (4).A wall element constructed, consisting of an upper arch (3), a downwardly sloping façade structure (4), and a lower foot portion (5), and its substantially vertical braces (7) extending from the arch (3) to the foot portion. (5), characterized in that the upper (sense (3) consists of a support portion (l 1), which constitutes the inwardly facing part of the nssens, and an abutment surface (14), which constitutes the outwardly facing part of the nssens, the abutment surface (14) being located on the lower side of the bearing surface. and formed complementary to the abutment surface (14) on the upper ridge and that the foot portion (5) is substantially without reinforcement whereby the load from the upper building element (1 '), which is transferred to the ridge (3), is further transferred to the underlying building element (2) via the stiffeners (7) without significant load on the foot portion (5) and the façade frame (4). 2. Väggelementenligt krav 1, kännetecknad av attbärpartiet (ll) är anordnat att uppbära ett mellanbjälklag (10), och anliggningsytan (14) är anordnad att uppbära ett ovanfórliggande väggelement ( l').Wall element according to claim 1, characterized in that the support portion (11) is arranged to support an intermediate floor layer (10), and the abutment surface (14) is arranged to support an upper wall element (1 '). 3. Väggelement enligt något av föregående krav, k ä n n e t e c k n a d av fotpartiet (5) utgöres av en inátvänd utvidgning, vars dimension och tvärsnitt motsvarar uppstyvningens dimension och tvärsnitt, varigenom bildas en understödsyta mot underlaget.Wall element according to one of the preceding claims, characterized in that the foot portion (5) consists of an inwardly facing extension, the dimension and cross section of which correspond to the dimension and cross section of the stiffener, thereby forming a support surface against the substrate. 4. Väggelementenligtnågotav töregåendekramkän netecknad avatt uppstyvningens nedre del är avsmalnande ( 15) till samma bredd som fotpartiet (5).4. Wall elements similar to any of the preceding brackets, drawn in that the lower part of the stiffener is tapered (15) to the same width as the foot portion (5).
SE9201244A 1992-04-21 1992-04-21 Wall element SE502205C2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SE9201244A SE502205C2 (en) 1992-04-21 1992-04-21 Wall element
DE1993603423 DE69303423T2 (en) 1992-04-21 1993-04-21 Wall element
EP19930850086 EP0567440B1 (en) 1992-04-21 1993-04-21 Wall member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE9201244A SE502205C2 (en) 1992-04-21 1992-04-21 Wall element

Publications (3)

Publication Number Publication Date
SE9201244D0 SE9201244D0 (en) 1992-04-21
SE9201244L SE9201244L (en) 1993-10-22
SE502205C2 true SE502205C2 (en) 1995-09-18

Family

ID=20386008

Family Applications (1)

Application Number Title Priority Date Filing Date
SE9201244A SE502205C2 (en) 1992-04-21 1992-04-21 Wall element

Country Status (3)

Country Link
EP (1) EP0567440B1 (en)
DE (1) DE69303423T2 (en)
SE (1) SE502205C2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999022082A2 (en) * 1997-10-24 1999-05-06 D.D.C. Planungs-, Entwicklungs- Und Management Ag Method and device for constructing a structure and structures
SG131743A1 (en) * 2002-05-20 2007-05-28 Iwood Singapore Pte Ltd In-situ construction of concrete building
SE526991E (en) * 2004-04-20 2012-02-29 Ncc Ab Multi-storey building
US8691340B2 (en) 2008-12-31 2014-04-08 Apinee, Inc. Preservation of wood, compositions and methods thereof
DK2224071T3 (en) * 2009-02-25 2018-07-30 Hibe As High insulating concrete element, its method of manufacture and use
FR2963033B1 (en) * 2010-07-20 2015-03-06 Charles Chapus CONSTRUCTION SET FROM PREFABRICATED ELEMENTS AND DEVICE FOR MANUFACTURING SUCH ELEMENTS
US9878464B1 (en) 2011-06-30 2018-01-30 Apinee, Inc. Preservation of cellulosic materials, compositions and methods thereof

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2202745A (en) * 1938-03-08 1940-05-28 Barrett & Hilp Building construction
GB1014140A (en) * 1964-07-14 1965-12-22 George Kendrick Findlay Improvements in or relating to wall cladding units for use in building construction
DE2422586A1 (en) * 1974-05-09 1975-11-20 Mueller Victor Kg Underground or sunken wall prefabricated concrete component - comprises integral panel and ribs at equal intervals
AU2260983A (en) * 1982-11-12 1984-06-04 Rapp, A.B. Geschoshohes wandelement
CH654614A5 (en) * 1983-04-11 1986-02-28 Selam Sa Precast reinforced-concrete wall or floor element with built-in insulation

Also Published As

Publication number Publication date
DE69303423D1 (en) 1996-08-08
EP0567440A2 (en) 1993-10-27
SE9201244L (en) 1993-10-22
EP0567440A3 (en) 1994-01-26
EP0567440B1 (en) 1996-07-03
SE9201244D0 (en) 1992-04-21
DE69303423T2 (en) 1996-10-31

Similar Documents

Publication Publication Date Title
US3750366A (en) Building
US6076320A (en) Foundation for a modular structure
SE464477B (en) PREFABRICATED BUILDING ELEMENT
US20070283643A1 (en) Preformed wall panel
US3678638A (en) Building construction of modular units with settable material therebetween
SE502205C2 (en) Wall element
US4058941A (en) Building construction
HUE031682T2 (en) Method of insulating a building
RU79304U1 (en) WALL PROTECTION FOR BUILDINGS AND STRUCTURES (OPTIONS)
US20080276555A1 (en) Foundation for modular structures
KR20210083316A (en) underground modular assembly
EP1982026B1 (en) Method for repairing sanitary facilities of a block of flats
SE470237B (en) Building wall, procedure for erecting a building wall and elements for such a wall
US20080148656A1 (en) Bulilding Construction Kit
SE436372B (en) WALL PARTS INCLUDED IN AN EXTERNAL WALL IN A HOUSE
US2230430A (en) Building construction
KR102049927B1 (en) finishing frame structure of waterproof corners of concrite structure
US1976967A (en) Steel house
US1989798A (en) Building slab and wall construction
KR20070083455A (en) Insulated concrete form system with variable length wall ties
KR102449005B1 (en) Resonant resistance module plate and floor slab construction method
CN1370899A (en) Modular structure
EP1801301A1 (en) Method of adding extra floors on a building
SE447744B (en) Building elements
FI81165C (en) Plate of solid cardboard for building purposes

Legal Events

Date Code Title Description
NUG Patent has lapsed