DE1669066U - COMPONENT, PREFERABLY MADE OF STEEL. - Google Patents

COMPONENT, PREFERABLY MADE OF STEEL.

Info

Publication number
DE1669066U
DE1669066U DEL9003U DEL0009003U DE1669066U DE 1669066 U DE1669066 U DE 1669066U DE L9003 U DEL9003 U DE L9003U DE L0009003 U DEL0009003 U DE L0009003U DE 1669066 U DE1669066 U DE 1669066U
Authority
DE
Germany
Prior art keywords
steel
component
wire
preferably made
free
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
DEL9003U
Other languages
German (de)
Inventor
Lotte Lendenfeld
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of DE1669066U publication Critical patent/DE1669066U/en
Expired legal-status Critical Current

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  • Toys (AREA)
  • Fencing (AREA)
  • Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)

Description

Frau Lotte Lendenfel. d, S1 ;. Pöl Jiemmergassr- 20 BacelsasE 7Qrxagsweis sasSihl hergestelli Bie-Exfin&QBg betrifft eine b-esGndere AusgestaltEDg eines Bauelementes ans Stahle Es rd-vorgesehlagen dass ein wihkelsteifer Gitterrshnen aBs 2 sich kreuzender 'orEgsweise dsrch nnterscheis- snug miteinander verbundenen. besteht-e wobei die EsäejE. da3* BEahtecarnSüber die ErensangspcBke hisaas- ragen. iT ? we--teres Esss-L der BriBdnsg liegt darin dass e-im Teil der : freien E. nden vorzugsweise der, der 1. ãngeren Drshtschar imesfersi &a&ebogen ist< Er eignet sich beispielsweise sehr. gat zar Versteifong von ! lml'te1. betm : tbaue2e. aen'ten und der lìiatanzierung und RalterGi von. dabei verwendeten isantelplattn. JDie sntel- platten kSnnen bei Vera'endung eines solchen bss ? < mehrerer Siterrahmen auf äie freien Jmden einer Stahldrahtschar auf- gespiesst and dann durch Umbiegen der hsrausragenden Enden gehalten werden. Hakenförmige Ausbildungen der Enden der an- deren, vorzugsweise längeren Stahidrahtschar gestatten es, dersas antelbetonaalament mit dem aSchsten dsrS. berliagSB den Ba&Ble ß n verbinden* Der Rasm zwischen denSs&- talplatten wlrd r-ach de"ielben mit 4em bzw, dan Glttexrabnim Die Vorteile einer solchen S 11, einlage sind bei den be.. konnten husfübru. ngen nicht vorhanden. Diese Ausfü. hrungen. die beispielawellee Betonklötzehen mit einbetoniertem - mit Hohlnieten an deniSantelpla. tt'en befestigt werden oder dgl. sind. geben dem antelbetcnbaueiement vor LisfSlleR des Betone keine genügende Steifigkeit. Die Banaführnn wird damit komplizierter und ist darSberhinaus an die Ver- wendung von Spesialkräfen und Spezie. erkzeugen gebnaden. ln der Zeichnung ist ein AasführnngsbeiBpiel der Brfindng dargestellt : Der nach der rfindnng vorgeechlagene-Gitterrahmen besteht aus einer längeren Drahtachar mit dem Drahten l und einer kürzeren Drahtachar mit den Drähten 2. Die freien Lnden die- ser Drähte ragen ber die Srenzongspuskte 3 hinweg. An den Erenscngspunkten 3 sind die Drähte l und 2 miteinander pcnt- v hwe hut TXZo versciB ? eisst Biß freien nden einsr Drahts char vorzugs- weise der längeren Drahtschere kennen in der Zeichnung sit 4 bezeichnete jäakBnsGeiaen Zur Terdea. tlichnng der geschilderten Bauweise sind strich- PUnktlert die auf"n Gltterrabmen aufgespiessten Mantel- ? stt 5 gesichnet< Darch TMbi-sg@n der aus den Mantel- platten 5 harauerggenden freien Enden der Drähte 2 werden - - -- - - gehalten. - Scirntjsanspruche- Mrs. Lotte Lendenfel. d, S1;. Pöl Jiemmergassr- 20 BacelsasE 7Qrxagsweis sasSihl manufactured Bie-Exfin & QBg concerns a b-esG different AusgestEDg of a Component to steel It was suggested that a rigid lattice frame aBs 2 intersecting 'dsrch n differentiating snug interconnected. consists -e where the EsäejE. da3 * BEahtecarnS about the ErensangspcBke hisaas- protrude. iT? Another Esss-L of the BriBdnsg lies in that e-in the part of the: free E. nden preferably the one, the 1st longer Drshtschar imesfersi & a & ebogen is < For example, it is very suitable. gat zar stiffener from ! lml'te1. betm: tbaue2e. aen'ten and lìiatanzierung and RalterGi from. isantelplattn used for this. JThe snt- records can at the end of such a bss? <several Siter frame on the free edges of a steel wire share skewered and then by bending the protruding ends being held. Hook-shaped formations of the ends of the other their, preferably longer, steel wire shares allow dersas antelbetonaalament with the ax dsrS. berliagSB connect the Ba & Ble ß n * The Rasm between the Ss & - valley plates wlrd r-ach de "ielben with 4em or, dan Glttexrabnim The advantages of such an S 11 insert are with the be .. could husfübru. not available. This execution lessons. the exemplary wave of concrete blocks with concreted in - with hollow rivets on deniSantelpla. tt'en be attached or like. are. give the antelbetcnbaueiement in front of LisfSlleR des Don't emphasize enough stiffness. The Banaführnn will thus more complicated and moreover has to be use of special forces and species. to make out. The drawing shows an example of the finding shown: The grid frame proposed after the discovery is made from a longer wire achar with the wire 1 and one shorter wire achar with the wires 2. The free areas the- These wires protrude over the Srenzongspuskte 3. To the Points 3 are wires 1 and 2 pcnt- v hwe hut TXZo versciB? eats bite free nd one wire char preferred wise to know the longer wire cutters in the drawing 4 designated jäakBnsGeiaen To Terdea. The depicted construction is shown in dashed lines. Picks up the cloaks impaled on the smooth ? stt 5 gesichnet <Darch TMbi-sg @ n der from the coat- plates 5 harauergenden free ends of the wires 2 are - - - - - held. - Scirntjs claims-

Claims (1)

behutzanspruche
1.) Bauelement, vctzujaweiae aus Stahl herg « te13-ts dadurch gekennzeichnete dssa ein winkßißieifer ßltierr&hmen as ei sich kraBene 'versasBwei& Rr&h PuBktvers chwelssaa mit- einander verblmienen shIdxahtshBpen esteht'wsei die Enden der DahtßcRaren Ber di< ! reazaBsponkte hinsasrag'en* 2.) Bauelemente, =ch Amprach 19"duroll geke=zeicbneti, das ein Teil der freien Enden, T-erzosweise de. der län-* geren Drahtschar hakenförmig umgebogen dst.
protection claims
1.) Construction element, vctzujaweiae made of steel made of steel marked dssa a winkßißieifer ßltierr & hmen as ei themselves kraBene 'versasBwei & Rr & h PuBktvers chwelssaa with- to blind each other shIdxahtshBpen it exists'wsei die Ends of the scarce Ber di <! reazaBsponkte hinsasrag'en * 2.) components, = ch Amprach 19 "duroll geke = zeicbneti, the part of the free ends, T-erzosweise de. the country * geren wire share bent hook-shaped dst.
DEL9003U 1953-06-02 1953-10-29 COMPONENT, PREFERABLY MADE OF STEEL. Expired DE1669066U (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
AT183208T 1953-06-02

Publications (1)

Publication Number Publication Date
DE1669066U true DE1669066U (en) 1953-12-24

Family

ID=3662042

Family Applications (1)

Application Number Title Priority Date Filing Date
DEL9003U Expired DE1669066U (en) 1953-06-02 1953-10-29 COMPONENT, PREFERABLY MADE OF STEEL.

Country Status (2)

Country Link
AT (1) AT183208B (en)
DE (1) DE1669066U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1236761B (en) * 1964-09-09 1967-03-16 Alpine Iso Span G M B H Formwork element for shell concrete construction
DE1295787B (en) * 1965-11-29 1969-05-22 Alpine Iso Span Gmbh In particular, formwork element made from cement-bonded wood fibers for shell concrete construction

Also Published As

Publication number Publication date
AT183208B (en) 1955-09-26

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