DK153581B - SOIL-like SUPPORT FOR SMALL BUILDINGS, SPECIFICALLY FOR SKELET FRAME CONSTRUCTIONS - Google Patents

SOIL-like SUPPORT FOR SMALL BUILDINGS, SPECIFICALLY FOR SKELET FRAME CONSTRUCTIONS Download PDF

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Publication number
DK153581B
DK153581B DK261680AA DK261680A DK153581B DK 153581 B DK153581 B DK 153581B DK 261680A A DK261680A A DK 261680AA DK 261680 A DK261680 A DK 261680A DK 153581 B DK153581 B DK 153581B
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Prior art keywords
recesses
support tube
support
profile
tube
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DK261680AA
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Danish (da)
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DK261680A (en
DK153581C (en
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Reinhard Aurich
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Reinhard Aurich
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/32Columns; Pillars; Struts of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/12Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
    • E04H1/1205Small buildings erected in the open air

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  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
  • Supports For Pipes And Cables (AREA)
  • Joints Allowing Movement (AREA)
  • Tents Or Canopies (AREA)
  • Polyurethanes Or Polyureas (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • External Artificial Organs (AREA)
  • Heat Sensitive Colour Forming Recording (AREA)
  • Ink Jet (AREA)
  • Medicines Containing Antibodies Or Antigens For Use As Internal Diagnostic Agents (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Building Environments (AREA)

Abstract

1. A supporting tube (10) with at least one coupling section (12) releasably connected with it, for small buildings, especially for the skeleton frame structures of the latter, in which the coupling section (12) is provided with at least one flange (20) extending outwards from its periphery and running in the logitudinal direction of the tube, and abuts against the outer periphery of the supporting tube, characterized by the combination of the following features : a) that the supporting tube (10) also is provided with at least one flange (22) extending outwards from is periphery, b) that in the outer periphery (44, 62) of the supporting of recesses (26 or 48) running parallel to the axis of the latter and c) that furthermore the coupling section (12) has on its arcuate-shaped interior a plurality of projections (32 or 42) originating from a basic arc (30), which are in engagement with the recesses (26 or 48) of the supporting tube (10).

Description

- 1 -- 1 -

DK 153581BDK 153581B

Opfindelsen angår et søjleagtigt støtterør til småbygninger, navnlig til skeletrammekonstruktioner, og med flere om den ydre omkreds fordelte, rendeagtige fordybninger, som strækker sig akseparallelt langs hele højden af støtterøret, og med mindst ét til støtterøret løs-5 neligt fastgjort tilslutningsprofil, som med mindst én fremspringende del griber ind i mindst én af fordybningerne, og som er løsneligt fastgjort på støtterøret med en skrue.BACKGROUND OF THE INVENTION 1. Field of the Invention The invention relates to a column-like support tube for small buildings, in particular for skeleton frame structures, and with several gutter-shaped recesses distributed around the outer circumference, extending parallel to the entire height of the support tube, and having at least one detachable attachable profile as at least one. one projecting portion engages at least one of the recesses and is releasably secured to the support tube by a screw.

Et støtterør af denne art kendes fx. fra DE-brugsmønster 71 35 940 i form af et sekskantet rør med fra profilhjørnerne udgående noter, i 10 hvilke vinkelagtige tilslutningsprofiler fastgøres ved, at en af noterne optager en skrue fra tilslutningsprofilet og en anden not optager en fra tilslutningsprofilet udragende profildel. Dette system hører til de omstændelige skeletrammekonstruktioner, til hvis forbindelse med dertil koblelige vægge, døre o.lign. byggedele der stilles store fordringer i 15 retning af holdbarhed, styrke eller tæthed, hvorved der med henblik på de nødvendige, talrige forbindelsessteder opstår store omkostninger til tilvejebringelse af sådanne forbindelser.For example, a support tube of this kind is known. from DE usage pattern 71 35 940 in the form of a hexagonal tube with grooves extending from the profile corners, in which angular connection profiles are fixed by one of the grooves picking up a screw from the connection profile and another groove taking up a profile part protruding from the connection profile. This system belongs to the elaborate skeleton frame structures, for which connection with connecting walls, doors and the like. building parts that place heavy demands on durability, strength or tightness, thereby incurring high costs for providing such connections for the necessary numerous connection points.

For at småbygningerne skal kunne udformes med forskellige grundrids, dvs. fx. trekantet, firkantet eller polygonalt, fremkommer hyp-20 pigt den situation, at to med et støtterør forbundne vægdele ikke altid danner en vinkel på 90 *, men at en sådan af to vægdele dannet vinkel eventuelt også kan være mindre eller større end 90".In order for the small buildings to be designed with different ground scratches, ie. for example. triangular, square or polygonal, the situation emerges that two wall portions connected to a support pipe do not always form an angle of 90 *, but that such an angle formed by two wall portions may also be smaller or greater than 90 ".

Til grund for opfindelsen ligger den opgave at forbedre et støtterør af den i indledningen anførte art således, at der muliggøres en 25 stabil og i små vinkelskridt variabel forbindelse mellem støtterør og tilslutningsprofil.The object of the invention is to improve a support tube of the kind mentioned in the introduction so that a stable and small angle variable connection between support tube and connection profile is possible.

Løsningen på denne opgave opnås ifølge opfindelsen ved, at fordybningerne er anbragt i små vinkeldelinger langs omkredsen på støtterøret, at tilslutningsprofilet har en i tværsnit delcirkelformet del, fra 30 hvis inderflade der rager passende fremspring ud i samme vinkeldeling som den pågældende profilering af fordybningerne, hvilke fremspring griber ind i fordybningerne i støtterøret, hvorhos støtterøret og tilslutningsprofilet er forsynet med korresponderende boringer til optagelse af skruer.The solution to this task is achieved according to the invention in that the recesses are arranged in small angular divisions along the circumference of the support pipe, that the connecting profile has a cross-sectional part-circular part, from the inner surface of which protrudes an appropriate protrusion into the same angular division as the relevant profiling of the recesses, which protrusions engage the recesses of the support tube, wherein the support tube and the connection profile are provided with corresponding bores for receiving screws.

35 Det har vist sig hensigtsmæssigt, at vinkeldelingen andrager 15*.35 It has been found appropriate that the angle division be 15 *.

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- 2 -- 2 -

Fordybningerne set i tværsnit er fortrinsvis trekantformede·The recesses in cross section are preferably triangular ·

Opfindelsen forklares nærmere i det følgende ved hjælp af på tegningen viste foretrukne udførelseseksempler og anvendelsesmuligheder for opfindelsens genstand. På tegningen viser: 5 fig. 1 et tværsnit gennem støtterøret# fig. 2 et delvis gengivet tværsnit gennem et til støtterøret på fig. 1 tilhørende tilslutningsprofil fig. 3 et delvis tværsnit gennem et tilslutningsprofil til det på fig. 4 viste støtterør, 10 fig. 4 et delvis tværsnit gennem dette støtterør, fig. 5-8 delvise tværsnit gennem fire forskellige støtterør med til opfindelsen anvendelige profileringer, fig. 9 en isometrisk gengivelse af et støtterør, som skal forbindes med et tilslutningsprofil, med tilbygningsdele· 15 Et cylindrisk støtterør 10 er en bestanddel af en småbygning og er udløseligt forbundet med mindst ét tilslutningsprofil 12 ved hjælp af mindst to undersænkede skruer 14 (fig. 9).The invention will be explained in greater detail below with reference to preferred embodiments and applications of the subject matter of the invention shown in the drawing. In the drawing: FIG. 1 is a cross section through the support tube # FIG. 2 is a partial cross-section through a support tube of FIG. 1 associated with connection profile fig. 3 is a partial cross-section through a connection profile to the one shown in FIG. 4; FIG. 4 is a partial cross-section through this support tube; FIG. 5-8 partial cross sections through four different support tubes with profiles useful for the invention; 9 is an isometric view of a support pipe to be connected to a connection profile, with extension members. 15 A cylindrical support pipe 10 is a component of a small building and is releasably connected to at least one connection profile 12 by at least two countersunk screws 14 (Fig. 9 ).

I tilslutningsprofilet 12 findes boringer 16 og på støtterøret 10 - på dertil passende steder - gevindboringer 18, så at man kan føre de 20 undersænkede skruer 14 gennem boringerne 16 og skrue dem ind i støtterøret 10's gevindboringer 18.In the connection profile 12, bores 16 are located and on the support tube 10 - in appropriate locations - threaded bores 18, so that the 20 countersunk screws 14 can be passed through the bores 16 and screwed into the threaded bores 18 of the support tube 10.

Tilslutningsprofilet 12, som fortrinsvis fremstilles ved strengpresning, er forsynet med en radialt udad rettet ribbe 20, som danner en enhed med tilslutningsprofilet 12, og som hovedsagelig tjener til 25 fastgørelse af på fig. 9 nærmere viste vægdele 92.The connection profile 12, which is preferably manufactured by extruding, is provided with a radially outwardly directed rib 20 which forms a unit with the connection profile 12 and which mainly serves for attachment of FIG. 9 are shown in more detail 92.

På det ligeledes ved strengpresning fremstillelige støtterør 10 er der på omkredsen tildannet mindst én radialt udad rettet ribbe 22, som ligesom ribben 20 på tilslutningsprofilet 12 hovedsagelig tjener til fastgørelse af på fig. 9 nærmere viste vægdele.On the support tube 10, which is also manufactured by extruding, at least one radially outwardly directed rib 22 is formed on the circumference, which, like the rib 20 on the connection profile 12, mainly serves for attachment of FIG. 9 more detailed wall parts.

30 Ved det i fig. 1 og 2 viste første udførelseseksempel har støtte røret 10 - set i tværsnit - langs den ydre omkreds 24 bølgeformede fordybninger 26, medens der på den anden side på en cirkelbueformet inder-flade 28 af tilslutningsprofilet 12 - udgående fra en fodcirkelbue 30 -findes bølgeformede forhøjninger 32, hvis konturer hovedsagelig er til-35 passet efter de bølgeformede fordybninger 26 i støtterøret 10.30 In the embodiment of FIG. 1 and 2, the support tube 10 - seen in cross section - along the outer circumference 24 has corrugated recesses 26, while on the other side, on a circular arcuate inner surface 28 of the connecting profile 12 - from a foot circular arc 30, corrugated elevations are found. 32, the contours of which are mainly aligned with the corrugated recesses 26 of the support tube 10.

- 3 -- 3 -

DK 153581BDK 153581B

De på støtterøret 10 og tilslutningsprofilet 12 anbragte fordybninger og forhøjninger står i monteret tilstand af støtterør 10 og tilslutningsprofilet 12 i indbyrdes indgreb, hvorved sidstnævte er særlig godt sikret i forhold til støtterøret 10 mod torsionskræfter og således 5 ikke kan drejes i omkredsretningen i forhold til støtterøret 10.The recesses and elevations located on the support tube 10 and the connecting profile 12 are in the mounted state of the supporting tube 10 and the connecting profile 12 are mutually engaged, the latter being particularly well secured with respect to the supporting tube 10 against torsional forces and thus 5 cannot be rotated in circumferential direction with respect to the supporting tube. 10th

På omkredsen af støtterøret 10 andrager den gennemsnitlige afstand mellem de bølgeformede fordybninger 26 fortrinsvis et vinkelområde på 15*, hvilken inddeling også anvendes til de bølgeformede forhøjninger 32 på tilslutningsprofilet 12. Dette beskriver en cirkelbue på 90*. Den 10 radialt udadrettede ribbe 20 er således anbragt på omkredsen af tilslutningsprofilet 12, at en gennem en ende 34 af cirkelbuen ført radial linie 36 danner en vinkel på 30* med ribben 20.On the circumference of the support tube 10, the average distance between the corrugated recesses 26 is preferably an angular range of 15 *, which is also used for the corrugated elevations 32 of the connection profile 12. This describes a circular arc of 90 *. The radially outward rib 20 is so arranged on the circumference of the connection profile 12 that a radial line 36 passing through an end 34 of the circular arc 36 forms an angle of 30 * with the rib 20.

Ved det i fig. 3 og 4 viste udførelseseksempel er med en vinkelafstand på 15* - udgående fra en fodcirkelbue 38 med radius 40 - på in-15 dersiden af tilslutningsprofilet 12 anbragt tandformede forhøjninger 42. Støtterøret 10 har - udgående fra en ydre cirkulær omkreds 44 med radius 46 - fordybninger 48, som hver strækker sig over et vinkelområde på 15*, og som i hovedsagen svarer til konturerne af de på tilslutningsprofilet 12 anbragte forhøjninger 42.In the embodiment shown in FIG. 3 and 4, with an angular distance of 15 * - starting from a foot circle arc 38 with radius 40 - located on the inside of the connection profile 12 tooth-shaped ridges 42. The support tube 10 has - starting from an outer circular circumference 44 with radius 46 - recesses 48, each extending over an angular range of 15 * and substantially corresponding to the contours of the elevations 42 arranged on the connecting profile 12.

20 Den vinkel, som ved det i fig. 3 viste tilslutningsprofil 12 dan nes af de tandagtige forhøjninger 42's flanker 50, 52, er under hensyntagen til profilet 12's over 90* forløbende cirkelbue altid større end 90 *, for at tilslutningsprofilet 12 uden hindring fra sine tandagtige forhøjninger 42 kan lægges an mod fordybningerne 48 i støtterøret 10.20 The angle at which in the FIG. 3, formed by the flanks 50, 52 of the toothed ridges 42, 52, having regard to the circular arc of the profile 12 extending over 90 *, always greater than 90 *, so that the connecting profile 12 can be applied to the recesses 48 without obstruction from its toothy ridges 48 in the support tube 10.

25 De på fig. 3-8 viste vinkler a' og a" dannes mellem hver af flankerne 50, 52 hhv. 68, 70 samt en fælles radiallinie 55 som vinkelhalveringslinie 55 hhv. 66. Den på fig. 4 af to flanker 54 og 56 dsnnede vinkel andrager ialt 90*.25 In FIG. 3-8 are formed between each of the flanks 50, 52 and 68, 70 as well as a common radial line 55 as the angle bisector 55 and 66, respectively. The angle cut in Figure 4 by two flanks 54 and 56 90 *.

Den nødvendige størrelse af den af flankerne 50, 52 samt 54, 56 30 dannede vinkel afhænger hovedsagelig af det vinkeloraråde, som tilslutningsprofilet 12 beskriver. Ved et større vinkelområde end 90* for tilslutningsprofilet 12 er det ved samme udformning af forhøjningerne 42 på tilslutningsprofilet 12 og fordybningerne 48 i støtterøret 10 ikke muligt at bringe tilslutningsprofilet 12 til anlæg mod støtterøret 10.The required size of the angle formed by the flanks 50, 52 and 54, 56 30 depends mainly on the angular area described by the connection profile 12. At a greater angular range than 90 * for the connection profile 12, in the same configuration of the elevations 42 on the connection profile 12 and the recesses 48 in the support tube 10, it is not possible to bring the connection profile 12 into contact with the support tube 10.

35 Se i denne forbindelse fx. den ved pilene 58 og 60 antydede bevægelses- - 4 -35 See in this connection e.g. the movement indicated by arrows 58 and 60 - 4 -

DK 153581BDK 153581B

retning af tilslutningsprofilet 12 mod støtterøret 10.direction of the connecting profile 12 towards the support tube 10.

Den på fig. 5 viste profilering svarer til den i forbindelse med fig. 4 beskrevne profilering af støtterøret 10 og behøver derfor ingen yderligere forklaring. Det hertil hørende tilslutningsprofil 12 fremgår 5 af fig. 3.The FIG. 5 is similar to that of FIG. 4, and thus need no further explanation. The associated connection profile 12 is shown in FIG. Third

Ifølge fig. 6 har støtterøret 10 ifølge et tredie udførelseseksempel - udgående fra dets ydre cirkulære omkreds 62 trapezformede fordybninger 64. Gennemsnitsafstanden melllem de enkelte fordybninger andrager 15* og svarer således til en 24-deling af den cirkulære omkreds.According to FIG. 6, the support tube 10 has, according to a third embodiment - from its outer circular circumference 62 trapezoidal recesses 64. The average distance between the individual recesses is 15 * and thus corresponds to a 24 division of the circular circumference.

10 Den i fig. 7 viste profilering svarer til den i forbindelse med fig. 1 beskrevne profilering af et støtterør 10.10 The embodiment of FIG. 7 is similar to that of FIG. 1 as described in the profile of a support pipe 10.

Det skal yderligere nævnes, at den af de to vinkler a' og a" dannede vinkel andrager 90’.It should be further mentioned that the angle formed by the two angles a 'and a' is 90 '.

Ifølge fig. 8 har støtterøret 10 ifølge et fjerde udførelseseksem-15 pel - udgående fra den ydre omkreds 72 - med indbyrdes afstand på 15' trekantformede fordybninger 74, hvis flanker 76, 78 lige som flankerne 50, 52, 54, 56, 68, 70 på fig. 3 - 6 og 7 tilsammen danner en vinkel på 90* med hinanden.According to FIG. 8, the support tube 10 according to a fourth embodiment 15 - starting from the outer circumference 72 - is spaced apart at 15 'triangular recesses 74, the flanks 76, 78 of which are similar to the flanks 50, 52, 54, 56, 68, 70 of FIG. . 3 - 6 and 7 together form an angle of 90 * with each other.

På det i fig. 5-8 viste tilslutningsprofil er der på den cirkel-20 bueformede inderside med en gennemsnitsafstand på 15* anbragt trapez-eller trekantformede forhøjninger, som hver er tilpasset efter formen af de trapez- eller trekantformede fordybninger 48, 64, 74 i støtterøret 10.In the embodiment of FIG. 5-8, the trapezoidal or triangular ridges are arranged on the circular arcuate inner surface with an average distance of 15 *, each adapted to the shape of the trapezoidal or triangular recesses 48, 64, 74 in the support tube 10.

Ifølge fig. 9 er der på det som regel af beton fremstillede, ikke 25 viste gulv samt ved loftet i småbygningen anbragt et udforingsstykke 82 til fastgørelse af støtterøret 10 mellem gulvet og loftet og er fastskruet ved gulvet og loftet.According to FIG. 9, a floor piece 82 for securing the support pipe 10 between the floor and the ceiling is mounted on the floor, not shown 25 and not 25, and is screwed to the floor and the ceiling.

Det cylindrisk formede udforingsstykke 82 har et første afsnit 84 med en diameter, som er lidt mindre end den indvendige diameter af 30 støtterøret 10. Endvidere har udforingsstykket 82 et andet afsnit 86, som har større diameter end den indvendige diameter af støtterøret 10, så at dette andet afsnit 86 på udforingsstykket 82 altid rager ud over den øvre og nedre rand af støtterørene 10.The cylindrical shaped piece 82 has a first section 84 having a diameter which is slightly smaller than the inner diameter of the support tube 10. Furthermore, the bearing piece 82 has a second section 86 which is larger in diameter than the inner diameter of the support tube 10, so that this second section 86 of the casing 82 always extends beyond the upper and lower edges of the support tubes 10.

Ved påsætning af støtterøret 10 på et af de på gulvet anbragte ud-35 foringsstykker 82 bringes røret med sin ribbe 22 samt tilslutningspro-By attaching the support tube 10 to one of the liner pieces 82 placed on the floor, the tube is brought with its rib 22 and

DK 153581 BDK 153581 B

- 5 - filet med sin ribbe 20 i den ønskede retning. Derefter fastgøres tilslutningsprofilet 12 på støtterøret 10 ved hjælp af fx. selvskærende udformede skruer 14.- 5 - fillet with its rib 20 in the desired direction. Then, the connection profile 12 is secured to the support tube 10 by e.g. self-tapping screws 14.

Når skeletkonstruktionen - dragereprofiler 88, vinkelprofiler 90 5 samt støtterør 10 med tilslutningsprofil 12 - er rejst, kan vægdelene 92 på enkel måde fastskrues på ribberne 20, 22 på tilslutningsprofilet 12 eller på støtterøret 10.When the skeleton structure - carrier profiles 88, angular profiles 90 5 and support tubes 10 with connection profile 12 - is erected, the wall parts 92 can easily be screwed onto the ribs 20, 22 on the connection profile 12 or on the support tube 10.

1010

Claims (3)

1. Søjleagtigt støtterør til småbygninger, navnlig til skeletram-mekonstruktioner, og med flere om den ydre omkreds fordelte, rendeagti-ge fordybninger, som strækker sig akseparallelt langs hele højden af støtterøret, og med mindst ét til støtterøret løsneligt fastgjort til- 5 slutningsprofil, som med mindst én fremspringende del griber ind i mindst én af fordybningerne, og som er løsneligt fastgjort på støtterøret med en skrue, kendetegnet ved, at fordybningerne (26, 48. er anbragt i små vinkeldelinger langs omkredsen (24, 44) på støtterøret, at tilslutningsprofilet (12) har en i tværsnit delcirkelformet 10 del, fra hvis inderflade der rager passende fremspring (32, 42) ud i samme vinkeldeling som den pågældende profilering af fordybningerne (26, 48), hvilke fremspring (32, 42) griber ind i fordybningerne (26, 48. i støtterøret, hvorhos støtterøret (10) og tilslutningsprofilet (12) er forsynet med korresponderende boringer (16, 18) til optagelse 15 af skruer (14).1. Columnar support pipes for small buildings, in particular for skeletal frame structures, and with several outer circumferentially spaced grooves extending axially parallel to the entire height of the support pipe, and having at least one detachable attachment profile for the support pipe, which engages at least one protruding portion of at least one of the recesses and is loosely secured to the support tube by a screw, characterized in that the recesses (26, 48. are arranged in small angular sections along the circumference (24, 44) of the support tube), the connecting profile (12) has a cross-sectional part-shaped 10 part, from the inner surface of which protrudes appropriate projections (32, 42) into the same angular distribution as the relevant profiling of the recesses (26, 48), which projections (32, 42) engage in the recesses (26, 48) of the support tube, wherein the support tube (10) and the connection profile (12) are provided with corresponding bores (16, 18) for receiving 15 of screws (14). 2. Støtterør ifølge krav 1, kendetegnet ved, at vinkeldelingen andrager 15*.Support tube according to claim 1, characterized in that the angular distribution is 15 *. 3. Støtterør ifølge krav 1 eller 2, kendetegnet ved, at fordybningerne (48) set i tværsnit er trekantformede. 20Support tubes according to claim 1 or 2, characterized in that the recesses (48) are triangular in size. 20
DK261680A 1979-06-19 1980-06-19 SOIL-like SUPPORT FOR SMALL BUILDINGS, SPECIFICALLY FOR SKIN FRAME CONSTRUCTIONS DK153581C (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH573079 1979-06-19
CH5730/79A CH648078A5 (en) 1979-06-19 1979-06-19 SUPPORT TUBE WITH AT LEAST ONE CONNECTION PROFILE FOR SMALL BUILDINGS CONNECTED TO THE SAME LOESBAR.

Publications (3)

Publication Number Publication Date
DK261680A DK261680A (en) 1980-12-20
DK153581B true DK153581B (en) 1988-07-25
DK153581C DK153581C (en) 1989-03-13

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DK261680A DK153581C (en) 1979-06-19 1980-06-19 SOIL-like SUPPORT FOR SMALL BUILDINGS, SPECIFICALLY FOR SKIN FRAME CONSTRUCTIONS

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EP (1) EP0022070B1 (en)
AT (1) ATE1957T1 (en)
CH (1) CH648078A5 (en)
DE (2) DE2928917C2 (en)
DK (1) DK153581C (en)
FI (1) FI68105C (en)
NO (1) NO152425C (en)
YU (1) YU159780A (en)

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DE3541400A1 (en) * 1985-11-22 1987-06-04 Hering Pt Bau Produkt Technik Load-bearing construction for supporting structural elements
DE3636639A1 (en) * 1986-10-28 1988-05-05 Abr Bausystem Ag COMPONENT SYSTEM
DE3726503A1 (en) * 1987-08-08 1989-02-23 Schoenfeld Hans Victor COMPONENT
DE3812528A1 (en) * 1988-04-15 1989-10-26 Wabalu Gmbh Cubicle, in particular changing cubicle
DE3836893C2 (en) * 1988-10-29 1993-12-16 Harald Dr Ing Heinz Kit for a wall
DE9312391U1 (en) * 1993-08-14 1993-10-21 Menzel, Hans-Claus, Dr., 70619 Stuttgart Bracing the center pillar of a composite pillar
DE4437106C1 (en) * 1994-10-18 1996-01-11 Erbsloeh Julius & August Lock for extruded profiles of wall sections useful for cupboards

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DE844055C (en) * 1942-11-11 1952-07-17 Wilhelm Dr-Ing Ludowici Rod-shaped structural element, especially for temporary scaffolding or devices
DE1759046A1 (en) * 1965-04-12 1971-06-03 Rensch Eberhard Pillar for frame structures
DE2305612A1 (en) * 1973-02-06 1974-08-08 Batinorm Patentverwertung PILLAR-SHAPED COMPONENT

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* Cited by examiner, † Cited by third party
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US2439129A (en) * 1945-04-18 1948-04-06 Donahue Building column
FR1231738A (en) * 1959-04-13 1960-10-03 Couade & R Croiseau A Removable partition for ceiling room
FR1415658A (en) * 1964-08-21 1965-10-29 Cefilac Method for producing tubular metal structures
DE7135940U (en) * 1971-09-22 1974-09-19 Rensch E Support for framework
DE7304337U (en) * 1973-02-06 1973-10-25 Batinorm Patentverwertungs Ag Column-shaped component

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DE844055C (en) * 1942-11-11 1952-07-17 Wilhelm Dr-Ing Ludowici Rod-shaped structural element, especially for temporary scaffolding or devices
DE1759046A1 (en) * 1965-04-12 1971-06-03 Rensch Eberhard Pillar for frame structures
DE2305612A1 (en) * 1973-02-06 1974-08-08 Batinorm Patentverwertung PILLAR-SHAPED COMPONENT

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Publication number Publication date
YU159780A (en) 1983-06-30
EP0022070B1 (en) 1982-12-08
DK261680A (en) 1980-12-20
CH648078A5 (en) 1985-02-28
NO801793L (en) 1980-12-22
NO152425B (en) 1985-06-17
EP0022070A1 (en) 1981-01-07
DE2928917C2 (en) 1985-05-23
FI801935A (en) 1980-12-20
DE2928917A1 (en) 1981-01-08
FI68105B (en) 1985-03-29
DE3061262D1 (en) 1983-01-13
DK153581C (en) 1989-03-13
NO152425C (en) 1985-09-25
ATE1957T1 (en) 1982-12-15
FI68105C (en) 1985-07-10

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