SE464363B - BUILDING SYSTEMS - Google Patents

BUILDING SYSTEMS

Info

Publication number
SE464363B
SE464363B SE8603353A SE8603353A SE464363B SE 464363 B SE464363 B SE 464363B SE 8603353 A SE8603353 A SE 8603353A SE 8603353 A SE8603353 A SE 8603353A SE 464363 B SE464363 B SE 464363B
Authority
SE
Sweden
Prior art keywords
support
pillar
support plate
column
bracket
Prior art date
Application number
SE8603353A
Other languages
Swedish (sv)
Other versions
SE8603353L (en
SE8603353D0 (en
Inventor
O Pousi
M Aarti
Original Assignee
Partek Ab
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
Publication of SE8603353D0 publication Critical patent/SE8603353D0/en
Application filed by Partek Ab filed Critical Partek Ab
Publication of SE8603353L publication Critical patent/SE8603353L/en
Publication of SE464363B publication Critical patent/SE464363B/en

Links

Classifications

    • 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
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

464 363 10 15 20 25 30 35 2 Uppfinningen och dess detaljer beskrivs närmare i det följande med hänvisnng till bifogade ritningar, pá vilka fig 1 är en sidovy av ett uppfinningsenligt byggsystem, där en balk är uppburen på en pelare med hjälp av en kon- sol, fig 2 är en sidovy i vertikalsnitt genom ett förband som används enligt en utföringsform av uppfinningen, och fig 3 är en frontvy av konsolen i fig 2, där även pelarens stödplatta framgår. 464 363 10 15 20 25 30 35 2 The invention and its details are described in more detail in the following with reference to the accompanying drawings, in which Fig. 1 is a side view of a building system according to the invention, where a beam is supported on a pillar by means of a con- sol, Fig. 2 is a side view in vertical section through a joint used according to an embodiment of the invention, and Fig. 3 is a front view of the bracket in Fig. 2, where the support plate of the column is also visible.

I fig 1 visas en på en pelare 1 uppburen balk 2. Som bärelement tjänar en konsol 3, som är fäst vid pelaren 1.Fig. 1 shows a beam 2 supported on a pillar 1. A bracket 3, which is attached to the pillar 1, serves as a support element.

Pà undersidan av balkens 2 ändparti finns en fördjupning 4, i vilken konsolen 3 passar in.On the underside of the end portion of the beam 2 there is a recess 4, in which the bracket 3 fits.

I fig 2 och 3 visas förbandet i större skala.Figures 2 and 3 show the joint on a larger scale.

Stàlkonslen 3 består av tre triangelformiga, verti- kala stödplattor 7. Varje stödplattas 7 bakkant bildar en vertikal stödplatta 5 medan övre kanten bildar en horison- tell bäryta 6. Stödplattorna 7 är hopfogade sinsemellan medelst förbindningsjärn 16 och 17. Till övre delen av stödplattans 7 mot pelaren 1 anpassade bakkant 5 ansluter en bakåt och uppåt framskjutande hakningsdel 8, vilken även kan sträcka sig över bakkantens hela längd. I för- bindningsjärnen 16 och 17 finns hål för bultar 9, och i övre kanten 6 på den i mitten belägna stödplattan 7 finns en invändigt gängad hylsa 19 för en bult 10.The steel bracket 3 consists of three triangular, vertical support plates 7. The rear edge of each support plate 7 forms a vertical support plate 5 while the upper edge forms a horizontal support surface 6. The support plates 7 are joined together by means of connecting irons 16 and 17. To the upper part of the support plate 7 adapted to the rear edge 5 adapted to the pillar 1, a hook part 8 projecting backwards and upwards, which can also extend over the entire length of the rear edge. There are holes for bolts 9 in the connecting irons 16 and 17, and in the upper edge 6 of the support plate 7 located in the middle there is an internally threaded sleeve 19 for a bolt 10.

Vid pelaren 1 har under betonggjutningsskedet fästs en stödplatta ll, mot vilken bakkanterna 5 av konsolens 3 stödplattor anpassas och i vars hål konsolen 3 fästs me- delst bultarna 9. I stödplattan 11 finns tre hàl 12, i vilka konsolens 3 hakningsdelar 8 passar in på så sätt att hakningsdelens 8 vertikala anliggningssyta kommer att ligga mot baksidan av stödplattans 11 övre del. Pelaren 1 uppvisar mittemot hålen 12 fördjupningar, som sträcker sig in bakom stödplattans 11 övre kant. I stödplattans ll övre kantparti är ett momentstál 18 fäst.During the concrete casting stage, a support plate 11 is attached, to which the trailing edges 5 of the bracket 3 support plates are adapted and in whose holes the bracket 3 is fastened by means of the bolts 9. In the support plate 11 there are three holes 12, in which the bracket parts 8 fit into so that the vertical abutment surface of the hook part 8 will lie against the back of the upper part of the support plate 11. The column 1 has depressions opposite the holes 12, which extend behind the upper edge of the support plate 11. A torque steel 18 is attached to the upper edge portion of the support plate 11.

För att den tryckpàkänning som uppbärningen orsakar skall överföras till betongen är häftarmeringar 13 fast- svetsade pà stödplattans ll baksida, vilka sträcker sig 10 15 20 25 30 35 464 363 3 snett nedàt. De yttre ändpartierna av dessa armeringsstàl har vidgats.In order for the pressure stress caused by the support to be transferred to the concrete, adhesive reinforcements 13 are welded to the back of the support plate 11, which extends obliquely downwards 10 15 20 25 30 35 464 363 3. The outer end portions of these reinforcing steels have been widened.

Vid nedre kanten pà balkens 2 ändparti har under be- tonggjutningsskedet fästs en stödplatta 15 med en öppning för hylsan 19. 9 Konsolen 3 fästs enkelt vid pelaren 1 genom att hak- ningsdelarna 8 skjuts in bakom stödplattan 11 genom hålen 12, varefter bultarna 9 fästs. Fördjupningen 12 kan ut- gjutas med betong. Balken 2 monteras på konsolen 3 och fästs medelst bulten 10.At the lower edge of the end portion of the beam 2, during the concrete casting stage, a support plate 15 is attached with an opening for the sleeve 19. The bracket 3 is easily attached to the pillar 1 by sliding the hook parts 8 behind the support plate 11 through the holes 12, . The depression 12 can be poured with concrete. The beam 2 is mounted on the bracket 3 and fastened by means of the bolt 10.

Uppfinningen inskränker sig inte enbart till den häri beskrivna utföringsformen. Antalet stödplattor 7 på kon- solen 3 kan variera. Man kan även använda blott en stöd- platta 7. Fästbultarnas 9 och 10 antal och placering kan variera. Konsolen 3 kan anordnas icke endast under balken 2 utan lika väl i en fördjupning som är belägen högre upp i balkens 2 ändparti. Konsolen 3 kan också användas till att uppbära väggelement och exempelvis T-ribbplattor.The invention is not limited to the embodiment described herein. The number of support plates 7 on the console 3 may vary. You can also use only one support plate 7. The number and location of the mounting bolts 9 and 10 can vary. The bracket 3 can be arranged not only under the beam 2 but equally well in a recess which is located higher up in the end portion of the beam 2. The bracket 3 can also be used to support wall elements and for example T-rib plates.

Hakningsdelen 8 kan ha en utsträckning bakom stödplattan 11 inte endast uppåt utan också åt sidan respektive àt sidorna. Om hakningsdelen 8 sträcker sig åt båda sidorna, bör övre eller nedre delen av hålet 12 ha tillräcklig bredd för att hakningsdelen 8 skall kunna passera genom stödplattan 7 genom detta hål och därefter installeras på plats i hàlets snävare del.The hook part 8 can have an extension behind the support plate 11 not only upwards but also to the side and to the sides, respectively. If the hook part 8 extends on both sides, the upper or lower part of the hole 12 should have a sufficient width for the hook part 8 to be able to pass through the support plate 7 through this hole and then be installed in place in the narrower part of the hole.

Claims (2)

1. 464 363 10 15 20 PATENTKRAV l. Byggsystem, bestående av en betongpelare (1) och ett byggelement (2), som är uppburet av ett bär- element (3), vilket är fäst vid en sidoyta av pelaren (l), varvid bärelementet (3) har dels en vertikal stöd- yta (5) för stöd mot pelaren (1), dels en ovanför stöd- ytans (5) nedre kant belägen, horisontell bäryta (6), varvid bärelementet (3) vidare har ett bakre parti, som är avsett att placeras mot pelaren (l) och som är försett med en uppåt, àt sidan eller åt respektive sida sig sträckande och i riktning mot pelaren (l) utskjutande hakningsdel (8), och varvid pelaren (l) har en sidoyta, som är försedd med en uppåt, åt sidan eller åt respek- tive sida sig sträckande fördjupning (12), i vilken bärelementets (3) hakningsdel (8) är införbar, k ä n - n e t e c k n a t av att bärelementets (3) vertikala stödyta (5) är placerad mot pelarens (1) sidoyta och att pelarens (l) fördjupning (12) är belägen ovanför stödytan (5).A building system, consisting of a concrete pillar (1) and a building element (2), which is supported by a supporting element (3), which is attached to a side surface of the pillar (1), wherein the support element (3) has partly a vertical support surface (5) for support against the pillar (1), and partly a horizontal support surface (6) located above the support surface (5), wherein the support element (3) further has a rear portion, which is intended to be placed against the pillar (1) and which is provided with an upwardly sloping part (8) projecting upwards, sideways or to the respective side and in the direction of the pillar (1), and wherein the pillar (1) has a side surface which is provided with an upwardly, laterally or laterally extending depression (12), into which the hook part (8) of the support element (3) is insertable, characterized in that the vertical of the support element (3) support surface (5) is located against the side surface of the column (1) and that the recess (12) of the column (1) is located above the support surface (5). 2. Byggsystem enligt krav l, k ä n n e t e c k - n a t av att pelarens (1) sidoyta har en stöddel (ll), mot vilken bärelementets (3) stödyta (5) är placerad, och att pelarens (1) fördjupning (12) är belägen ovan- för och bakom stöddelens (ll) övre kant. pBuilding system according to claim 1, characterized in that the side surface of the column (1) has a support part (11), against which the support surface (5) of the support element (3) is located, and that the recess (12) of the column (1) is located above and behind the upper edge of the support part (ll). p
SE8603353A 1985-08-12 1986-08-07 BUILDING SYSTEMS SE464363B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FI853080A FI72369C (en) 1985-08-12 1985-08-12 Building Systems.

Publications (3)

Publication Number Publication Date
SE8603353D0 SE8603353D0 (en) 1986-08-06
SE8603353L SE8603353L (en) 1987-02-13
SE464363B true SE464363B (en) 1991-04-15

Family

ID=8521207

Family Applications (1)

Application Number Title Priority Date Filing Date
SE8603353A SE464363B (en) 1985-08-12 1986-08-07 BUILDING SYSTEMS

Country Status (3)

Country Link
FI (1) FI72369C (en)
GB (1) GB2179115B (en)
SE (1) SE464363B (en)

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1303379C (en) * 1987-04-07 1992-06-16 Bjorn O. Thoresen Building construction
DE19952594B4 (en) * 1999-11-02 2008-11-27 Halfen Gmbh Support for a prefabricated reinforced concrete component
FI19992817A (en) * 1999-12-30 2001-07-01 Pekka Olavi Nykyri Engineering method and device
EP1405957B1 (en) * 2002-10-03 2008-12-03 Tartuntamarkkinointi Oy Concealed console joint
DE102004041289A1 (en) * 2004-08-25 2006-03-09 Brandenburgische Technische Universität Cottbus Mechanical connection arrangement for e.g. column, has course units arranged above recess, where supporting angle is measured so that rest surface extends right-angled to compressive force and tensile stress of course units
ES2384443T3 (en) * 2005-08-05 2012-07-05 Sergio Zambelli Device for connecting beams and pillars or similar structural elements, particularly for precast concrete structural elements
US7765764B2 (en) 2005-08-08 2010-08-03 Sergio Zambelli Device for connecting beams and pillars or similar structural elements
DE102007000919A1 (en) 2007-08-08 2009-02-26 Brandenburgische Technische Universität Cottbus Load bearing structure e.g. carrier, mechanically connecting arrangement, has support recess, contact surface and support body enclosing gap that is filled by hardening filling material e.g. concrete
NZ571533A (en) * 2008-09-24 2009-12-24 Stahlton Engineered Concrete A Hanger system for concrete building units
DE102008061009A1 (en) * 2008-12-08 2010-06-10 Schöck Bauteile GmbH Wall mounting device for attaching balcony slab to building, has connecting unit with recess in form of sleeve element into which engaging element is engaged with free end for attaching building part
FI130308B (en) 2021-03-11 2023-06-13 Anstar Oy Connection arrangement
FI130114B (en) 2021-03-11 2023-03-03 Anstar Oy Connection arrangement

Also Published As

Publication number Publication date
FI72369C (en) 1987-05-11
FI72369B (en) 1987-01-30
FI853080A0 (en) 1985-08-12
GB2179115B (en) 1989-08-16
SE8603353L (en) 1987-02-13
GB8618377D0 (en) 1986-09-03
GB2179115A (en) 1987-02-25
SE8603353D0 (en) 1986-08-06

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