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DE1651450U - FORMWORK SHEET FOR THE MANUFACTURE OF REINFORCED CONCRETE CEILINGS. - Google Patents

FORMWORK SHEET FOR THE MANUFACTURE OF REINFORCED CONCRETE CEILINGS.

Info

Publication number
DE1651450U
DE1651450U DE1952SC007602 DESC007602U DE1651450U DE 1651450 U DE1651450 U DE 1651450U DE 1952SC007602 DE1952SC007602 DE 1952SC007602 DE SC007602 U DESC007602 U DE SC007602U DE 1651450 U DE1651450 U DE 1651450U
Authority
DE
Germany
Prior art keywords
formwork
reinforced concrete
manufacture
concrete ceilings
formwork sheet
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
DE1952SC007602
Other languages
German (de)
Inventor
Hanns Schaefer
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
Priority to DE1952SC007602 priority Critical patent/DE1651450U/en
Publication of DE1651450U publication Critical patent/DE1651450U/en
Expired legal-status Critical Current

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Description

ri Geb. rauchsmuter. Sehaltmgsbleohe sur Heratc-ll=g von Stablbetondeaken, zur g8t ß X « b6toadeck<¢ BesehreibonjM FSr die Einsehalmtg von massiven StahlbetendMken ben&tat ms& vi$l<* fac& verstellbare Sehelmstrer aa Stelle de ? blie&en Xa&tMltr mit* golzstützeug um el=al an loba zu sparen und andererneite den ßsaßxssa Tpashaitt an Xa&th91z$ ? & ad Stutzes verh8. n AcLS&em ist beabsicMijgtyureh diese Sehalasgsträger die Bauseii sx karza Die ensatjg dieser Se&alnngatpäge iat eeiis in grß tecbnischer Fortwährtet, Sis setzen aber vcrsns da& zusätzlich zn k>æev Ze a e8Xt So gst r iat bex » iX eS v4Ber oder Schalangatafeln auf diaö Träger gelegt wird E& ist scmit iaNcy o&er SchOunyt ela aUf at och ei VerbF&&c& an hSIseKnen BretteEL notwendig mit allen da-darch bedingtes Verlusten durch Versenitt and xhte ohnaafwendunge Um diesen Nacliteil zu vermeiden, sollen nach der vorliegenden Kr- findmg die an sich beican&ten im wesentlichen U-fraig Sehalsnga-" trSgeraus Stahlblech benatt werden. Diese Sehalusgsträger arden bisher ausschließlich dazu. verwandte Bipendecken herzustellen Bt nun diee Schalunsträger, die gleichzeitig als SehalungsSrper diener auch fHr die Srstellsng : von glatten Stahlbetondecken ond dadurch aue vO t. t etonies dalwoh allseitiger verwenden n kBnen werden di&se Sehalungsträger im Ab" stand voneinander verlegt und auf diese Sehalun#sträger Bleche au4e- legt die in Längs-und Querrichtsng mit Rippen versteift sind. Diese ... Bleche werden an der Stoßstelle in bekannter Weise durch Sohr< Schrauben, Haltestücke nnd Flügeimnttern miteinander tmversehieblich verbunden. An dieser Stoßstelle übergreifen sieh die Sehalunsbleche, so daß sie in ihrer ängsrichtung den wechselnden Raumtiefen ange paßt werden kennen* Dareh diese Art der Schalm ergibt sich noch der weitere Vorteil, daß bei Verwendung von Hohlblocksteinen aus Bimsbeton die banpolizeilich vorgeschriebene Ringverankerung Jn der Weise hergestellt werden kann, daß die SchalongekSrpe ? OB d&s etatisch erforderliche Maß über das Mau. erweyk nach oben hinaueragen, 80 daS also besondere Schalsteine oder sonstige bauliche JSaSnahman nioht erforderlich sind. In der Zeichnung bedeuten : a) die 8chalungsträger. die gleichzeitig als Schalungskrper dienen. b) die Mittelunterstützsng, c) die verstellbaren Winkeleieen mit denen die Schalungsträger aaf dem Mauerwerk aufliegen, d) das Su. satzbl<*ch, daB af diesen Schalungsträgern aufliegt, e) die Langsversteifung, t) die Quervereteifungt g) das Rohr, h) die Schraube mit dem SaltesHick md der Flügelmutter i) die Kopfseite dea Sustsbleehes, k) die Ringverankerung. SchtzsasLsrN-eh, * !) Schalngsbleche ur Herstellung von glatten Stahlbetoneeken dadurch gekennzeichnet, daä sie sn beiden Seiten auf an sich bekannten Schaluagsträgern auf11ßen und in Längar1cht ver- achieblich sind. 2) Schalungbleehe aoh spmch 1) daduroh gejEennichnet, daß sie in längs. und Querrichtung versteift sind. 3) Schalungsbleche nach Anspruch dadurch geejmihnd a. a$ eine der unter 2) beseiohneten Längsversteifungen verstellbar angeordnet aind 4) Schalungsbleehe na-eh Anspruch 1) dadurch gekenn&eiehnet, daß sie durch Robe oder ß t Sobaw muttern unversehleblich m1te1aaader verbuadeu w$rd$n kUnnn. 5) Schalungableehe naeh Anspruch 1) dadurch gekenaeihnet, daß die ZEisen, mit denen sie auf dem Mauerwer aufliegen, iß der Rhe verstellbar sind. I right Born Rauchsmuter. switchgear sur Heratc-ll=g from Stablbetondeaken, to g8t ß X « b6toadeck<¢ Description BonjM FSr the Einhalmtg of massive steel prayersMken ben&tat ms&vi$l<* fac& adjustable helmet aa place de ? remained Xa&tMltr with* golzsupportug to save el=al on loba and on the other hand den ßsassxssa Tpashaitt to Xa&th91z$ ? & ad Stutzes verh8. n AcLS&em is beabsicMijgtyureh these Sehalasgsträger the Bauseii sx karza The ensatjg of this se&alnngatpäge iat eeiis in griß tecbnischer continues, but Sis put vcrsns da& additionally zn k>æev Ze a e8Xt So gst r iat bex » iX eS v4Ber or Schalangatafeln is placed on diaö carrier E& is scmit iaNcy o&er schOunyt ela on at och ei VerbF&&c& to hSIseKnen BretteEL necessary with all da-darch contingent losses due to malpractice and xhte unaafions In order to avoid this disadvantage, according to the present findmg the in itself beican&ten essentially U-fraig Sehalsnga-" trSger made of sheet steel. These trustees arden so far exclusively for this. to make related bipe blankets Bt now the formwork girders, which at the same time serve as formwork bodies also for the production: of smooth reinforced concrete ceilings and thereby aue vO t. t etonies dalwoh universal use n can be these formwork girders in the were laid apart and metal sheets were placed on these formwork supports. which are stiffened with ribs in the longitudinal and transverse directions. This ... Sheets are at the joint in a known manner by Sohr < Screws, brackets and wing nuts can be moved together tied together. At this point of contact you see the sheet metal cladding, so that in its longitudinal direction it adapts to the changing spatial depths will fit know* Dareh this kind of shawl still arises the further advantage that when using hollow blocks from Pumice concrete the ring anchorage prescribed by the ban police Jn der way can be made that the SchalongekSrpe ? OB d&s Static required level over the Mau. erweyk protrude upwards, 80 daS So special scarf stones or other structural JSaSnahmen nioht required are. In the drawing mean: a) the formwork girders. which also serve as formwork. b) the financial support, c) the adjustable Winkeleieen with which the formwork girders aaf lie on the masonry d) the Su. statistic that these formwork supports rest on e) the longitudinal stiffener, t) the crossbar g) the pipe, h) the screw with the SaltesHick md the wing nut i) the head side of the sustsbleehe, k) the ring anchorage. SchtzsasLsrN-eh, * !) Formwork sheets for the production of smooth reinforced concrete corners characterized in that they are on both sides well-known Schaluagträger auf11ßen and in Langgar1cht ver- are achievable. 2) Formwork sheets aoh spmch 1) daduroh not allowed that them in lengthways. and transverse direction are stiffened. 3) formwork according to claim by geejmihnd a. a$ one of the longitudinal stiffeners mentioned under 2) is adjustable arranged aind 4) Schalungsbleehe na-eh claim 1) characterized & eiehnet that them by Robe or ß t Sobaw Nuts inevitably m1te1aaader verbuadeu w$rd$n kUnnn. 5) Schalungableehe according to claim 1) characterized gekenaeihnet that he eats the irons with which they rest on the wall Rhe are adjustable. I

Claims

DE1952SC007602 1952-10-25 1952-10-25 FORMWORK SHEET FOR THE MANUFACTURE OF REINFORCED CONCRETE CEILINGS. Expired DE1651450U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE1952SC007602 DE1651450U (en) 1952-10-25 1952-10-25 FORMWORK SHEET FOR THE MANUFACTURE OF REINFORCED CONCRETE CEILINGS.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1952SC007602 DE1651450U (en) 1952-10-25 1952-10-25 FORMWORK SHEET FOR THE MANUFACTURE OF REINFORCED CONCRETE CEILINGS.

Publications (1)

Publication Number Publication Date
DE1651450U true DE1651450U (en) 1953-02-26

Family

ID=30464916

Family Applications (1)

Application Number Title Priority Date Filing Date
DE1952SC007602 Expired DE1651450U (en) 1952-10-25 1952-10-25 FORMWORK SHEET FOR THE MANUFACTURE OF REINFORCED CONCRETE CEILINGS.

Country Status (1)

Country Link
DE (1) DE1651450U (en)

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