SE469900B - System for erection of load-bearing frames for convertible houses - Google Patents
System for erection of load-bearing frames for convertible housesInfo
- Publication number
- SE469900B SE469900B SE9100431A SE9100431A SE469900B SE 469900 B SE469900 B SE 469900B SE 9100431 A SE9100431 A SE 9100431A SE 9100431 A SE9100431 A SE 9100431A SE 469900 B SE469900 B SE 469900B
- Authority
- SE
- Sweden
- Prior art keywords
- pillars
- beams
- column
- convertible
- holes
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- 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
- E04B1/0023—Building characterised by incorporated canalisations
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
- E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Rod-Shaped Construction Members (AREA)
Description
15 20 25 30 9:10 2 ledningar, lättåtkomliga för inspektioner, reparationer och för eventuella utbyten. 15 20 25 30 9:10 2 cables, easily accessible for inspections, repairs and for any replacements.
Ett speciellt föremål för uppfinningen är en anordning eller ett system för uppförande av bärande stommar till ombyggbara hus, vari ingår sinsemellan snarlika pelare (1) och balkar (2). Systemet kännetecknas av att var och en av nämnda pelare och balkar är utformade med två liv (ll respektive 21), en sammanhållande fläns (12 respektive 22) och två skilda flän- sar (13 respektive 23), så att utrymme ges inne i pelaren respektive balken med öppning mellan de två skilda flänsarna, vilket xnöjliggör installation av ledningar, som alltid, är åtkomliga för underhåll, reparation och eventuellt utbyte till nya ledningar.A special object of the invention is a device or a system for erecting load-bearing frames for convertible houses, which includes similar pillars (1) and beams (2). The system is characterized in that each of said columns and beams is designed with two webs (11 and 21, respectively), a cohesive flange (12 and 22, respectively) and two separate flanges (13 and 23, respectively), so that space is provided inside the column. respectively the beam with an opening between the two different flanges, which makes it possible to install cables, as always, are accessible for maintenance, repair and possible replacement of new cables.
Balkarna och pelarna, som används vid uppfinningen, är före- trädesvis stålbalkar resp. stålpelare, men vid relativt låga byggen kan man även använda motsvarande balkar och pelare av trä.The beams and pillars used in the invention are preferably steel beams resp. steel columns, but for relatively low construction, you can also use corresponding beams and columns of wood.
Kort ritningsbeskrivning I de bifogade ritningarna visas följande: Fig. l och la träpelare enligt visar en stålpelare resp. uppfinningen i perspektivvy och i två snitt A resp B. motsvarar Fig. balk resp. träbalk enligt uppfinningen. trästam- Fig. 2 och 2a l resp. la, men visar en stål- är en sektion av stålstommens resp. mens uppbyggnad med pelare och balkar och anslutning mellan pelare enligt Fig. l resp. la och yttervägg i två snitt A och B samt anslutning mellan balk enligt Fig. 2 resp. 2a i snitt C och D. motsvarar Fig. 3 resp. 3a, men visar exempel på ledningar till de olika installationerna i pelare och balk med förgreningar till bjälk- Fig. 3 och 3a Fig. 4 och 4a lag. 10 15 20 25 30 35 469 900 3 Beskrivning av föredragna utföringsformer Några f.n. föredragna utföringsformer av sättet och anord- ningen enligt uppfinningen beskrivs närmare i det följande med ledning av de bifogade ritningarna.Brief description of the drawings The following drawings show the following: Fig. 1 and 1a wooden pillars according to shows a steel pillar resp. the invention in perspective view and in two sections A and B, respectively, Figs. beam resp. wooden beam according to the invention. tree trunk- Figs. 2 and 2a l resp. la, but shows a steel- is a section of the steel frame resp. structure with pillars and beams and connection between pillars according to Fig. 1 resp. 1a and outer wall in two sections A and B and connection between beam according to Fig. 2 resp. 2a in sections C and D. corresponds to Figs. 3a, but shows examples of wires to the various installations in columns and beams with branches to beams. Fig. 3 and 3a Figs. Description of Preferred Embodiments Some at present. Preferred embodiments of the method and device according to the invention are described in more detail below with reference to the accompanying drawings.
Fig. 1 visar en elevation och en genomskärning av en pelare 1 av stål. Pelaren är utformad med två liv ll, en sammanhål- lande fläns 12 och två skilda flänsar 13. Mellan pelarens båda liv finns på valt c/c-avstånd stänger 14 för att fästa ledningar och dylikt vid. Flänsarna 13 består var för sig av en del 131 för anslutning mot yttervägg och en del 132 för att fästa tändskyddande beklädnad och värmeisoleringsmaterial vid. I pelaren finns dessutom öppningar 15 för anslutningar mot bjälklagsbalkar 2.Fig. 1 shows an elevation and a section of a steel pillar 1. The column is designed with two webs 11, a cohesive flange 12 and two separate flanges 13. Between the two webs of the column there are rods 14 at a selected c / c distance for attaching wires and the like. The flanges 13 each consist of a part 131 for connection to the outer wall and a part 132 for attaching anti-ignition cladding and thermal insulation material. The pillar also has openings 15 for connections to floor joists 2.
Fig. 2 visar en elevation och en genomskärning av en balk 2 av stål. Balken är liksom pelaren utformad med två liv 21, en sammanhållande fläns 22 och 'två skilda flänsar 23. Mellan balkens båda liv finns på valt c/c-avstånd stänger 24 för att fästa ledningar och dylikt vid. Flänsarna 23 består var för sig av en del 231 för upplag i anslutning mot bjälklagshål- block 3 och en del 232 för att fästa tändskyddande beklädnad med inspektionsluckor 'vid. Dessutom: är' i balkens båda liv upptagna hål 25 för anslutning till hålen i bjälklagsblocken.Fig. 2 shows an elevation and a section of a beam 2 of steel. The beam, like the pillar, is formed with two webs 21, a cohesive flange 22 and two separate flanges 23. Between the two webs of the beam there are rods 24 at a selected c / c distance for attaching wires and the like. The flanges 23 each consist of a part 231 for support in connection with floor hole blocks 3 and a part 232 for attaching anti-ignition cladding with inspection hatches' to it. In addition: holes 25 are provided in both bodies of the beam for connection to the holes in the floor blocks.
Figur 3 visar en sektion av byggnadsstomme av stål med pelare 1 och balk 2, där det utanför pelarns öppning 15 finns plats för att med skarvbitar 26 fästa balken vid pelaren. Genom öppningen 15 i pelare kan ledningar i pelaren förgrenas in i balken. Genom öppningarna 25 i balkens båda liv kan led- ningarna i balken förgrenas in i bjälklaget. I snitten A och B visas ytterväggens anslutning mot pelaren. Eftersom pela- rens två åtskilda flänsar vetter utåt, är ledningarna i pelaren åtkomliga utifrån i husets fasad efter det att brand- I snitten C och D visas Eftersom balkens två skyddande intäckning 5 avlägsnats. bjälklagets skilda flänsar vetter nedåt, är ledningarna i balken åtkom- liga underifrån efter det att brandskyddande täckning 6 av- anslutning mot balken. 469 900; 10 15 lägsnats.Figure 3 shows a section of steel building frame with pillars 1 and beam 2, where outside the column opening 15 there is space for fastening the beam to the pillar with joint pieces 26. Through the opening 15 in the column, wires in the column can be branched into the beam. Through the openings 25 in both lives of the beam, the wires in the beam can be branched into the floor. Sections A and B show the connection of the outer wall to the pillar. Since the two separate flanges of the column face outwards, the wires in the column are accessible from the outside in the facade of the house after the fire- In sections C and D are shown Since the two protective cover 5 of the beam has been removed. the different flanges of the floor face downwards, the wires in the beam are accessible from below after the fire protection cover 6 has a connection to the beam. 469,900; 10 15 has been removed.
Figur 4 visar en sektion av stàlstommen med exempel på led- ningar till de olika installationerna i pelare, balk :ned förgreningar in i bjälklaget. De ledningar, som dragits in i bjälklaget, är åtkomliga ovanifrån vid respektive installa- tionsdel.Figure 4 shows a section of the steel frame with examples of wires to the various installations in columns, beam: down branches into the floor. The cables that have been pulled into the floor are accessible from above at the respective installation part.
Utföringsformen enligt Fig. lA-4A är helt analog med den i Fig. 1-4, med undantag av att till byggnadsstommen använts trä i stället för stål och till bjälklaget träbjälkar m.m. i stället för betonghålblock. Exempelvis kan pelarliven ll vara av träfiber eller annat lämpligt material, och den sammanhål- lande flänsen 12 kan, liksom de skilda flänsarna 13, utgöras av träreglar. Motsvarande gäller för balkens 2 liv 21, sam- manhållande fläns 22 och åtskilda flänsar 23.The embodiment according to Figs. 1A-4A is completely analogous to that in Figs. 1-4, with the exception that wood was used for the building frame instead of steel and wood beams etc. were used for the floor. instead of concrete hole blocks. For example, the column web 11 may be of wood fiber or other suitable material, and the cohesive flange 12 may, like the different flanges 13, be made of wooden bars. The same applies to the life 21 of the beam 2, cohesive flange 22 and separate flanges 23.
Uppfinningen är givetvis inte inskränkt till de speciellt visade och beskrivna utföringsformerna. Många modifikationer och 'variationer kan göras inom ramen för de efterföljande patentkraven.The invention is of course not limited to the embodiments shown and described in particular. Many modifications and variations can be made within the scope of the appended claims.
Claims (9)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE9100431A SE469900B (en) | 1991-02-13 | 1991-02-13 | System for erection of load-bearing frames for convertible houses |
PCT/SE1992/000085 WO1992014891A1 (en) | 1991-02-13 | 1992-02-12 | System for erection of load carrying framework for rebuildable houses |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE9100431A SE469900B (en) | 1991-02-13 | 1991-02-13 | System for erection of load-bearing frames for convertible houses |
Publications (3)
Publication Number | Publication Date |
---|---|
SE9100431D0 SE9100431D0 (en) | 1991-02-13 |
SE9100431L SE9100431L (en) | 1992-08-14 |
SE469900B true SE469900B (en) | 1993-10-04 |
Family
ID=20381883
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SE9100431A SE469900B (en) | 1991-02-13 | 1991-02-13 | System for erection of load-bearing frames for convertible houses |
Country Status (2)
Country | Link |
---|---|
SE (1) | SE469900B (en) |
WO (1) | WO1992014891A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE4302871A1 (en) * | 1993-02-02 | 1994-08-04 | Schnitzer Johann G | Prefabricated house |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3415024A (en) * | 1965-08-09 | 1968-12-10 | Joseph C. Kotlarz | Glazing panel supporting framework with heating and cooling system |
DE2105980A1 (en) * | 1971-02-09 | 1972-08-24 | Hubmann, Georg, 8000 München | Building or building skeleton |
DE2343168C2 (en) * | 1973-08-27 | 1975-09-04 | Hans 3559 Battenberg Viessmann | Prefabricated hall |
US3846946A (en) * | 1973-11-20 | 1974-11-12 | W Sandstrom | Precast concrete building construction |
US4010581A (en) * | 1975-07-17 | 1977-03-08 | Keturi Raymond C | Cored slab building construction |
NL8903091A (en) * | 1989-12-18 | 1991-07-16 | Infill Systems Bv | DEVICE FOR CONTAINING PIPES. |
-
1991
- 1991-02-13 SE SE9100431A patent/SE469900B/en not_active IP Right Cessation
-
1992
- 1992-02-12 WO PCT/SE1992/000085 patent/WO1992014891A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
SE9100431D0 (en) | 1991-02-13 |
SE9100431L (en) | 1992-08-14 |
WO1992014891A1 (en) | 1992-09-03 |
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