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DE1657298U - FORMWORK FOR THE PRODUCTION OF CONCRETE STRUCTURES OD. DGL. - Google Patents

FORMWORK FOR THE PRODUCTION OF CONCRETE STRUCTURES OD. DGL.

Info

Publication number
DE1657298U
DE1657298U DE1953H0010845 DEH0010845U DE1657298U DE 1657298 U DE1657298 U DE 1657298U DE 1953H0010845 DE1953H0010845 DE 1953H0010845 DE H0010845 U DEH0010845 U DE H0010845U DE 1657298 U DE1657298 U DE 1657298U
Authority
DE
Germany
Prior art keywords
formwork
dgl
production
concrete structures
frame
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
DE1953H0010845
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.)
Philipp Holzmann AG
Original Assignee
Philipp Holzmann 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 Philipp Holzmann AG filed Critical Philipp Holzmann AG
Priority to DE1953H0010845 priority Critical patent/DE1657298U/en
Publication of DE1657298U publication Critical patent/DE1657298U/en
Expired legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

Se&slBBgmtr Bers. teHuBg'yoB. Betenbsstaa a. dgl. Die äwend-esg anormter-'Seha-tafels aus heidsitig mit Spe=holzplatten ve=ehezlen Nahmen sin& Ixekamn-t. Diese walsen &&a2r Se$il. e- asf di. @ ene Tereiss e ? tesri SpeiehGize- n : Leht- tra&ba : r maihten. ly bes-craderen waren solche natten infolge fhrar rauhen-Behandlung und-unter clen sta ;-mkem Verschletsa auageaetzt. Diese Käsgel. e&itg& ie StalBg Bach em vorlegendes Ssa B. Bermg besteht srs daes die BM swl ias- ri. ßges. as-d. $s Etss siStzen Spea'rh&lsBtE. a& diesegES-nden vor esEisgea gesahütrt sind. zao, ihmtem Iße in der Zeichnmig 1- : ist ein der EIg.. 2 ein Seiteamssicht Fig. 3 TB 4 zeigen im Schnitt nd in der Drafsicht die Assilchmg der-Sntes der Sperrholzplatten I. e erstorun der Blattsn geht immer von den Kanten aus und die Schaltafeln sind ausserdem in der Leimfuge zwischen. Sperr- holz und der Rahmenkonstruktion gefährdet. Die Neuerung sieht deshalb Schutzmaßnahmen vor, die den ganzen Plattenrand umfassen, so dass äussere Einflüsse nichtan die, einzig gefährdeten Stellen herankönnen. Die Sohaltalfeln bestehen nach Fig t a. us den Rahmenhölzern 1y den mittleren LängshSIzem 2 sowie den beiderseits aufgeleimten Sperrholzplatten 3. Nach lag. 3 ; 4 sind die Platten 3 in Breite und Länge etwas kleiner als der äussere Umfang des Rahmens 1 so dass cäe , in einer Versenkung liegen. Dies hat eEen Vorteilt dasa die Kanten vor dem direkten, Angriff von'sas geschützt, sind., Die Leimfugen bei 4 sind weiterhin mit Btohtangsmasaen versehen so dass der Schutz vollständig wird Bei den üblichen Schsitafelgrössen von 2 t 50 m Länge ergibt sich auch ohne Zwischenstützen oder Zwisohenver- ankerung : genügende Steifheit der Schaltafeln. Se & slBBgmtr Bers. teHuBg'yoB. Betenbsstaa a. like The äwend-esg anormter-'Seha-tafels from heidsitig with Spe = wood panels ve = two names sin & Ixekamn-t. These whale && a2r Se $ il. e- asf di. @ ene Tereiss e? tesri SpeiehGize- n: Lht- tra & ba: r maihten. ly bes-craderen were such natten as a result of fhrar rough treatment and under clen sta; -mkem Verschletsa auageaetzt. These Cheese gel. e & itg & ie StalBg Bach em the present Ssa B. Bermg exists srs daes the BM swl ias- ri. ßges. as-d. $ s Etss sit Spea'rh & lsBtE. a & diesegES-nd are covered in front of esEisgea. zao, himtem food in the drawing 1-: is one of the EIg .. 2 a side team view Fig. 3 TB 4 show in section and in the plan view the Assilchmg der-Sntes of the plywood panels I. e freezing of the leaves always starts from the edges and the formwork panels are also in the glue joint between. Blocking wood and the frame structure at risk. The innovation sees therefore protective measures that encompass the entire edge of the plate, so that external influences do not affect the only areas at risk to be able to approach. The Sohaltalfeln consist of Fig t a. us the frame timbers 1y the middle longitudinal joint 2 as well as the glued on both sides Plywood sheets 3. After lay. 3; 4 are the plates 3 in width and length slightly smaller than the outer circumference of the frame 1 so that cäe , lie in a sinkhole. This has the advantage that the edges are in front of the direct, Attack von'sas protected, are., The glue joints at 4 are continue to be provided with Btohtangsmasaen so that the protection is complete With the usual board sizes of 2 t 50 m Length results even without intermediate supports or interconnections anchoring: sufficient rigidity of the formwork panels.

Claims (1)

s c h z n g ; 2 r w a
1 en%] uteL ovigl Schalung ssr Herstellung von. Betonbauten, odgl* mit genormten Schautafeln, aus doppelseitig auf einen Rahmen aufgeleijstenSBrrhdsplattendadurchgekennzeichnetedass di. e Sßsrr&olsßlatten (3) in Länge und. Breite-etwas kleiner s gehäKg hme3s webe sind alsdrUmfangdszugehörigenRahmens(.)wobei dis Tiattesränder (4 in einer Versenkung des HaRmens liegen. 2. Schalung : nach Anspruch dadurch gekanszei&hnet dsa. s. die Bla. ttenränder und die Rahmen mit paaraehlussigen Tro- filen (43 versehen sind. 3.. Schalung nachAnsBruh T und 2. da-durch gekennzeichnete da-ss- die-eimfugen C'mit Dichtungsmitteln versehen sind.
schzng; 2 rwa
1 en%] uteL ovigl Formwork ssr manufacture of. Concrete buildings, or the like * with standardized display boards, from double-sided on a frame disrupted SBrrhdsplatten characterized that di. e Sßsrr & olsßlatten (3) in length and. Width-slightly smaller s häKg hme3s weave are as the circumference of the corresponding frame (.) where dis Tiattesränder (4 lie in a recess in the handle. 2. Formwork: according to claim thereby gekanszei & hnet dsa. s. the bla. edges and the frames with pair of troubled trousers files (43 are provided. 3 .. formwork according to AnsBruh T and 2. da-ss marked as the-Einfugen C 'are provided with sealing means.
DE1953H0010845 1953-04-04 1953-04-04 FORMWORK FOR THE PRODUCTION OF CONCRETE STRUCTURES OD. DGL. Expired DE1657298U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE1953H0010845 DE1657298U (en) 1953-04-04 1953-04-04 FORMWORK FOR THE PRODUCTION OF CONCRETE STRUCTURES OD. DGL.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1953H0010845 DE1657298U (en) 1953-04-04 1953-04-04 FORMWORK FOR THE PRODUCTION OF CONCRETE STRUCTURES OD. DGL.

Publications (1)

Publication Number Publication Date
DE1657298U true DE1657298U (en) 1953-06-11

Family

ID=30457726

Family Applications (1)

Application Number Title Priority Date Filing Date
DE1953H0010845 Expired DE1657298U (en) 1953-04-04 1953-04-04 FORMWORK FOR THE PRODUCTION OF CONCRETE STRUCTURES OD. DGL.

Country Status (1)

Country Link
DE (1) DE1657298U (en)

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