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DE1612768U - BEAD MOUNT FOR LIGHTWEIGHT CEILINGS WITH SUPPORT PEGS. - Google Patents

BEAD MOUNT FOR LIGHTWEIGHT CEILINGS WITH SUPPORT PEGS.

Info

Publication number
DE1612768U
DE1612768U DE1950K0001625 DEK0001625U DE1612768U DE 1612768 U DE1612768 U DE 1612768U DE 1950K0001625 DE1950K0001625 DE 1950K0001625 DE K0001625 U DEK0001625 U DE K0001625U DE 1612768 U DE1612768 U DE 1612768U
Authority
DE
Germany
Prior art keywords
support
dte
concrete
bridge
ceiling
Prior art date
Legal status (The legal status 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 status listed.)
Expired
Application number
DE1950K0001625
Other languages
German (de)
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kloeckner Werke AG
Original Assignee
Kloeckner Werke AG
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 Kloeckner Werke AG filed Critical Kloeckner Werke AG
Priority to DE1950K0001625 priority Critical patent/DE1612768U/en
Publication of DE1612768U publication Critical patent/DE1612768U/en
Expired legal-status Critical Current

Links

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

roMettenseJ irluokner-flerke AG Dutsburg *41stträger far beichtdocken att Auf- enxste. 1 age ras ten. r H jfsMi jgSH r ü, äen JHS . . ßjSSHSßr&sM a ? ee ? ! ds ! Der heuetge gangel an Bauholz ftihrte ts Ja eer M ? * jac2s pcrM dses j ! ä7's und rt s der FrstcHng on sc- S'tahl Leichtträgern aus. welche je nach ihrer Ms&JdM se2&s e sM er a&er a se- ? *M r toGen MH. Ausbildung selbst tragend sind, oder aber die Arzte- rung filr Betonbalken bilden. Dtese zuletzt genannten armierten Betonbalken werden vtelfach fabrtkadsstg hergestell t und an Ort und Stelle erlegt. Dte8 hat den Nachteil, dass sie betm eansport leicht Brüche erletden und für den Etnbau auch retchlion schwer ætnà. Dte te bezieht sich auf einen warxgewalzten, also stabilen gr/ Fece co 3 gys ( ? es ! tt esse Frs sc ausgeUdet it, dass er etnersetts'tn Verbindung xtt den Betonausguss (amterter Betanbalken) das Deakengewtcht und die rertebe rehrest tp <xrersetts während der Bauiett aber auch alletng. evtl, stt er- ? e e das cE' M d ab und zu auftretenden Belastungen durch Bauarbeiter und » 2ugeräte aufnimt. Anliegende Zeichnung stt e MrMsDßp dar.. Abb. den Betgt den Wulstträger im lesentltchen mit eep. ßeeee Abb. 2 zeigt an etnent Stüc des edqers tn Auf-und Grundrtss die Auflagerasten für dte Dechenstetne und die e* esteM M ? ! p. y yyse fr &eget s a ? b und Yulst fle". Steg *a* 8Ksc &* sM aoase y&a Ms"< ? aRß retec rHec o s lOte ausgebildet sein, auf jeden l'all so. dass er bd Ausgiessen der Nohlräume mit Neton pollständtg tn dtesen Beton et"zgebettet wtrd. Dte fUr dte tecken- stetne » eg erforderlichen Auflagerasten Odv stnd % e s s een dMrc ce- dungen in steg at tn der edsse der Rasten » du una gxbtegen derselben. Die dabei entstehenden Oeffnungf, v gewdhrletsten gleichzeitig eine gute Verbtndun des Betonausgusses beiderseits des edgerproftlsä roMettenseJ irluokner-flerke AG Dutsburg * 41st carrier far confessional att nerved. 1 age races. r H jfsMi jgSH r ü, äen JHS. . ßjSSHSßr & sM a? ee? ! ds! The current trade in lumber ts yes eer M? * jac2s pcrM dses j! ä7's and rt s the frstcHng on sc- S'tahl light beams. which depending on your Ms & JdM se2 & s e sM er a & er a se- ? * M r toGen MH. Training are self-supporting, or the doctor Formation for concrete beams. The last-mentioned reinforced concrete beams are vtelfach fabrtkadsstg manufactured and on site and Shot down. Qte8 has the disadvantage that it betm eansport easy to break and for the Etnbau also retchlion difficult ætnà. Dte te refers to a warx-rolled, so stable gr / Fece co 3 gys (? es! tt esse Frs sc exhausted it, that he etnersetts'tn connection xtt the concrete sink (official Betanbalken) the Deakengewtcht and the rertebe rehrest tp <xrersetts but also during the construction period. possibly, first ? ee the cE 'M d Occasional loads from construction workers and »2 devices. Attached drawing stt e MrMsDßp dar .. Fig. The bedgt with the bead support in the little bag eep. ßeeee Fig. 2 shows an etnent piece of the edge tn up and down Grundrtss the support posts for the Dechenstetne and the e * esteM M? ! p. y yyse fr & eget sa ? b and Yulst fle ". Bridge * a * 8Ksc & * sM aoase y & a Ms "<? ARß retec rHec os lOte be trained, definitely l'all like that. that he bd Pour the empty spaces with Neton pollstandtg tn dtese concrete et "zgebettet wtrd. Dte for dte steady »eg required support loads Odv stnd % ess een dMrc ce- dungen in steg at tn the edsse der rasten »du una because of the same. The resulting openings v also forged a good relationship of the concrete sink on both sides of the edgerproftlsä

Claims (1)

Schutzans
1,) julstträger für Letehtdechen mit Auflagerasten » dadurch gelrennzetahnet, dass etn f förrn : lges Walzprofil aus einem , gl tohst ciiinnein Steg, einem rechteckigen"obenl tegenden" normalen flansch und einem untenltegenden Zulst von rechtechtger$, runderg, dretecktger"oder sonstde gearteter , Pom besteht"dessen Steg so etngeschnttten tstdass dte, se Etnschnetäungen nach Abbtegen die Auflagerasten für dte Deckenstetne btläen und durch die entstandenen Zungen htndurch etne gute Verbtndung des betdersetts des Nulstträgers etngebrachten Betonausgusses gewähr- leistet ist. 2. ßtMer nach Anspr , dadurch geennzetehne dass er statisch so ecMs ausgebildet ist, um einer.' setts während der bauzeit einer Decke allein das Gewicht der Dechensteine und die zeltwetltg auftretenden Kontage- lasten tragen eH HMd anderersets Verband mtt dem Betonausguss, also im armierten Betonballien, e tne statisch gute Armterung zu ergeben.
Protection
1,) julstträger for Letehtdechen with support latches »thereby gelrennzetahnet that etn förrn: lges rolled profile from one , gleams ciiinnein a bridge, a rectangular "top-lying" normal flange and a lower allowance of Right-right, rounded, concealed or otherwise "Pom consists" of which the bridge tsttsttnschnttttthat dte, se Etnschnetäungen after Abbtegen the support rests for dte ceiling stencils and through the resulting Tongues have a good connection to the bed the concrete pouring made of the support is performing. 2. ßMer according to Anspr, thereby geennzetehne that it is statically trained to be one. ' setts the weight alone during the construction period of a ceiling the Dechensteine and the contagious EH HMd other sets bear the burden of the association with the concrete spout, i.e. in the reinforced concrete balls to give statically good reinforcement.
DE1950K0001625 1950-04-03 1950-04-03 BEAD MOUNT FOR LIGHTWEIGHT CEILINGS WITH SUPPORT PEGS. Expired DE1612768U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE1950K0001625 DE1612768U (en) 1950-04-03 1950-04-03 BEAD MOUNT FOR LIGHTWEIGHT CEILINGS WITH SUPPORT PEGS.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1950K0001625 DE1612768U (en) 1950-04-03 1950-04-03 BEAD MOUNT FOR LIGHTWEIGHT CEILINGS WITH SUPPORT PEGS.

Publications (1)

Publication Number Publication Date
DE1612768U true DE1612768U (en) 1950-09-07

Family

ID=29756720

Family Applications (1)

Application Number Title Priority Date Filing Date
DE1950K0001625 Expired DE1612768U (en) 1950-04-03 1950-04-03 BEAD MOUNT FOR LIGHTWEIGHT CEILINGS WITH SUPPORT PEGS.

Country Status (1)

Country Link
DE (1) DE1612768U (en)

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