DE1672096U - HIGH HOLE BRICKS ACCORDING TO DIN 105 E WITH AXIAL CROSS FOR REINFORCEMENT AND INCREASED STRENGTH. - Google Patents

HIGH HOLE BRICKS ACCORDING TO DIN 105 E WITH AXIAL CROSS FOR REINFORCEMENT AND INCREASED STRENGTH.

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Publication number
DE1672096U
DE1672096U DE1953B0015354 DEB0015354U DE1672096U DE 1672096 U DE1672096 U DE 1672096U DE 1953B0015354 DE1953B0015354 DE 1953B0015354 DE B0015354 U DEB0015354 U DE B0015354U DE 1672096 U DE1672096 U DE 1672096U
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DE
Germany
Prior art keywords
reinforcement
din
axial cross
increased strength
high hole
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
DE1953B0015354
Other languages
German (de)
Inventor
Hans Bockrath
Rolf Telsemeyer
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 DE1953B0015354 priority Critical patent/DE1672096U/en
Publication of DE1672096U publication Critical patent/DE1672096U/en
Expired legal-status Critical Current

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Description

BochIochziegeL nach DPUT Io5 E mit achsi-alem Kreuz Die Erfindung betrifft ei-en Hochlochziegel der asz in. denMaSen-24 x 17, 5 x 11. Y3 24. xll x 11, 3 cm gefertigt wird, b. J in der längs-und Querachse eine'verstärkte Rippe angeordnet, ist-. r-.) die Aufteilung des Steines in. 4 gleiche Flächen erreicht wird. zu a- Die Naßorcnung der ; bisher bekannten-nochlochziegel nach BINlo5Eistnichtgeänderte Zu - Die bisher bekannten Hbchlochziegel haba in der Produktion. auf der Ziegelei noch einen zu hoilen-Bruchanteil-Nicht nur Windrise sind die Ursache sondern beim Einstapeln im Ofen werden-dieSteine an den Zügen zu stark auf Durchbiegung be- ansprucht, so daß bereits vor dem Brennprozess Risse auf- treten. Auf der Baustelle ist die Zeit zum Abladen oder Stapeln oft nicht vorhanden, so daß durch Kippen oder Abwerfen, ebenfalls ein erheblicher-Bruchanteil auftritt., Die von uns gemachte Erfindungsieht im Achsenkreuz eine verstärke Rippe vor, wodurch für die Herstellung des Steines auf der Ziegelei wesentliche Vorteile erreicht werden. Etwa auftretende Windrisse sollen nur auf 1 V : m-tel des Steines lokalisiert werden. Der Stein hat durch die Längs- und Querrippe eine erheblich höhere Festigkeit. Durch die achsiale Steuerung beim Pressen des Steines weraen Spannungen, die beis-Pressen auftruten fast völlig verhinderte Durc. G. die Anordnung des Achsenkreuzes irc ein besseres Teilen des Steines in 1/2 und 1/4 Teile erreichte Schutzanspruche : 1.) Anspruch nach Abate 1 u 2 dadurch gekennzeichnet, daS zur Erhöhung der Festigkeit in der Längs-und Querachse eine verstärkte Rippe aas ; et st 2.) Anspruch nach Abblu2 dadurch gekennzeichnet, daß durch die achsiale Anordnung dieser ? erstärungsrippen Spannunen die sonst beim Pressen auftreten, verhindert werden... \ 3..)'Anspruch nach Abb. 1 u. 2.-dadurch gekennzeichnet, daß Windrisse pp. nur auf ein Viertel das Steines lokalisiert i, ierdeir.. 4...) Anspruch nach Abb 1 u 2.. dadurch. gekemi. Ezeiciinet,- daß durch die achsiale Anordnung, der Verstärkunsrippen, eine Aufgliederung desSteines in 4gleicheTeile erreicht wird. Hierdurch ergibt sich eine bessere Teilungsmcgichkeit.- BochIochziegeL according to DPUT Io5 E with axial cross The invention relates to a vertically perforated brick asz in. the dimensions -24 x 17, 5 x 11. Y3 24. xll x 11.3 cm is manufactured b. J in the longitudinal and transverse axis a 'reinforced Rib arranged is-. r-.) the division of the stone into. 4 equal areas is achieved. to a- The wet order of the; previously known-still-perforated brick according to BINlo5is not changed To - The previously known haba hollow brick in production. at the brickworks still a fraction to be hoiled-not only Wind rises are the cause, but rather when they are stacked in the oven - the stones on the trains are too strong to deflect so that cracks appear before the firing process. step. On the construction site, the time to unload or stack is often not available, so by tipping or dropping it, likewise a significant fraction of fractures occurs., The invention made by us sees one in the axbox reinforce the rib in front, allowing for the manufacture of the stone Significant advantages can be achieved at the brickworks. Any wind cracks should only be reduced to 1 V: m-tel des Stone can be located. The stone has through the longitudinal and cross rib a significantly higher strength. Through the axial control when pressing the stone creates tension, the beis presses almost completely prevented Durc. G. the arrangement of the axbox irc a better one Dividing the stone into 1/2 and 1/4 parts reached Protection claims: 1.) claim according to Abate 1 u 2 characterized in that daS to increase the strength in the longitudinal and transverse axes a reinforced rib carrion; et st 2.) Claim according to Abblu2, characterized in that due to the axial arrangement of these? strengthening ribs Tension that would otherwise occur during pressing is prevented will... \ 3 ..) 'claim according to Fig. 1 and 2.-characterized in that Wind cracks pp. Localized only to a quarter of the stone i, ierdeir .. 4 ...) claim according to Fig 1 u 2 .. thereby. gekemi. Ezeiciinet, - that due to the axial arrangement of the reinforcement ribs, one Breaking the stone into 4 equal parts is achieved. This results in a better possibility of division.

Claims (1)

5.) Die Barm igmd die Anordnung derAusspa-runen ist variabel. Es kann eine. quadratische, eine paralellqame. ej. ne sechseck ode"runce Form. gewählt-werden (y/ A--'Z 7,. % 1-V9U 4 r-v4- - r-r%--0 r.
5.) The bar and the arrangement of the exits is variable. It can be a. square, a paralellqame. ej. no hexagon or runce shape. to be chosen (y / A - 'Z 7 ,. % 1-V9U 4 r-v4- - rr% - 0 r.
DE1953B0015354 1953-11-10 1953-11-10 HIGH HOLE BRICKS ACCORDING TO DIN 105 E WITH AXIAL CROSS FOR REINFORCEMENT AND INCREASED STRENGTH. Expired DE1672096U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE1953B0015354 DE1672096U (en) 1953-11-10 1953-11-10 HIGH HOLE BRICKS ACCORDING TO DIN 105 E WITH AXIAL CROSS FOR REINFORCEMENT AND INCREASED STRENGTH.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1953B0015354 DE1672096U (en) 1953-11-10 1953-11-10 HIGH HOLE BRICKS ACCORDING TO DIN 105 E WITH AXIAL CROSS FOR REINFORCEMENT AND INCREASED STRENGTH.

Publications (1)

Publication Number Publication Date
DE1672096U true DE1672096U (en) 1954-02-18

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Family Applications (1)

Application Number Title Priority Date Filing Date
DE1953B0015354 Expired DE1672096U (en) 1953-11-10 1953-11-10 HIGH HOLE BRICKS ACCORDING TO DIN 105 E WITH AXIAL CROSS FOR REINFORCEMENT AND INCREASED STRENGTH.

Country Status (1)

Country Link
DE (1) DE1672096U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29604078U1 (en) * 1996-03-05 1997-07-10 Ziegelwerk Bellenberg Wiest & Co., 89287 Bellenberg Light perforated brick
DE20219304U1 (en) 2002-12-13 2003-02-20 Ziegelwerk Bellenberg Wiest GmbH & Co. KG, 89287 Bellenberg Lightweight vertically perforated brick
EP1662061A1 (en) * 2004-11-25 2006-05-31 Ziegelwerk Bellenberg Wiest GmbH & Co. KG Light perforated brick
EP2386696A1 (en) * 2010-05-11 2011-11-16 Michael Kellerer Brick with insulating filler
AT520195B1 (en) * 2017-11-14 2019-02-15 Arch Bm Dipl Ing Dr Horst Gamerith Prof Insulation-free perforated brick with load-bearing lamellar structure for building construction

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29604078U1 (en) * 1996-03-05 1997-07-10 Ziegelwerk Bellenberg Wiest & Co., 89287 Bellenberg Light perforated brick
DE20219304U1 (en) 2002-12-13 2003-02-20 Ziegelwerk Bellenberg Wiest GmbH & Co. KG, 89287 Bellenberg Lightweight vertically perforated brick
EP1428954A1 (en) * 2002-12-13 2004-06-16 Ziegelwerk Bellenberg Wiest GmbH & Co. KG Light perforated brick
EP1662061A1 (en) * 2004-11-25 2006-05-31 Ziegelwerk Bellenberg Wiest GmbH & Co. KG Light perforated brick
DE202004021740U1 (en) 2004-11-25 2010-08-26 Ziegelwerk Bellenberg Wiest Gmbh & Co. Kg Lightweight vertically perforated brick
EP2386696A1 (en) * 2010-05-11 2011-11-16 Michael Kellerer Brick with insulating filler
AT520195B1 (en) * 2017-11-14 2019-02-15 Arch Bm Dipl Ing Dr Horst Gamerith Prof Insulation-free perforated brick with load-bearing lamellar structure for building construction
AT520195A4 (en) * 2017-11-14 2019-02-15 Prof Dipl Ing Dr Horst Gamerith Univ Insulation-free perforated brick with load-bearing lamellar structure for building construction

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