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DE1741026U - VINEYARD WATER RELAY. - Google Patents

VINEYARD WATER RELAY.

Info

Publication number
DE1741026U
DE1741026U DEB28064U DEB0028064U DE1741026U DE 1741026 U DE1741026 U DE 1741026U DE B28064 U DEB28064 U DE B28064U DE B0028064 U DEB0028064 U DE B0028064U DE 1741026 U DE1741026 U DE 1741026U
Authority
DE
Germany
Prior art keywords
vineyard
water relay
plates
relay
water
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
DEB28064U
Other languages
German (de)
Inventor
Karl Burkhard
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 DEB28064U priority Critical patent/DE1741026U/en
Publication of DE1741026U publication Critical patent/DE1741026U/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00—Pavings made of prefabricated single units
    • E01C5/005—Individual couplings or spacer elements for joining the prefabricated units

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)

Description

B u z S ; Beschreibung ! beinborg-Nassor-Staffel "Sstcr-i B u r k h a r d n aus Beton oder Eisenbeton Beschreibest Die Lcinbcrg-bassor-btaffol bestehend aus drei teilen, ist so konstruiert, daß die inaelteilo leicht horge- otollt, befördert und verlegt uerdcn können 5t¢ Ce CB x Sie hat gegenüber don bekannten Ueinberg-assor-Staffeln den Vorteil,ün (3 sio bei böschumgsEBig vorlaufenden eitcnplatten naeh allen idc. htungcn roBcmaäBi erweitert uerdcn kann, ohne daß sich das Prinzip ändert. Besondere ijeralc sind : taffelförnigcs bsotzca der Boden- platten a, bei gleichseitig flü. chcnEiäBijges durchlaufen der Leiterplatten b, insbesondere der oberen Ksna-toa. der boiton- 9 O b C29 SGA b sine ferner an der Unterseite c rofilaaßig so ausgebildet, daß sie die odcnpl&ttcn &. der u. ; e nc'. ch sn den oberen eiteakannten d etas. dberl&. jjoa. sd n den A leiten der Bodenplatten so tief hinabführen, daß eine bstatsung der bcitonplo. tton b segon die Bodenplatten a .'jdhrloistct ist. Die Bodenplatte a ist as. Unterteil forner mit cier jjrofil- sBics. ussparong o versehen, die einerseits die Mfi'clhuhc bcstio. t'it nd andererseits eine erbinduB. uit dc schrJcn Oberteil f ein JborcinoB-derschioben der odenlttc bei be- sonderen Umstünden unterbindet. L,citonplatton b uerdon ferner dnreh nss&runson s u bciia. verlesen durch oinsetson des zylindrischen heiles h so s. it- cia. cmdes' Verankert, daB die einzelnen eitenlatteja. su einem. festen Cefüge crdGB.. chutsaaspräche : 1t einborg-Lo. ssor-tc-ffcl, dadurch gekcHscshaet, daß die Bodenplatten (a) staffolnßig abgesetzt sind mic die leiten-. mto : j, oincqet. flü.choB. NäBis durchlebtes oboi insbesondere aneh die oberen 2 cS YiSL) aGe i-e h C diz festo-gi2 C--ic bol SchrüG02 scishnot, daß die Soitenplatton (b) an der Unterseite (c) roll- dor sind* aJDiQ so passen, daß siedie oitonkasnten (&) der Bodenplatten (a) überlappen, und die Soitenplatten (b) gesen die Bodenplatte (a) o. bstätscB. t 3.Leinberg-Lasser-ätafel nach Ansprueh l tmd 2 dadurch gekenn- zeichnet, daß die Bodenplatten (a) iQ Unterteil uioiRGr durch- c-i21or dU2C11- B uz S; Description ! beinborg-Nassor relay "Sstcr-i B urkhardn the end Concrete or reinforced concrete Describe the Lcinbcrg-bassor-btaffol consisting of three is designed in such a way that the inaelteilo can easily Can be rolled out, transported and relocated 5t ¢ Ce CB x She has opposite the well-known Ueinberg-Assor-Staffeln Advantage, ün (3 sio at böschumgsEBig leading side panels near all idc. caution roBcmaäBi can expand without changing the principle changes. Special ijeralc are: taffelförnigcs bsotzca the ground plates a, with flü on the same side. chcnEiäBijges go through the Printed circuit boards b, especially the upper ksna-toa. the boiton 9 O b C29 SGA b sine also on the underside c rofilaassig designed so that they the odcnpl & ttcn &. the u.; e nc '. ch sn the above page known d etas. dberl &. jjoa. sd n the A guide the floor slabs down so deep that a statsung the bcitonplo. tton b segon the floor slabs a .'jdhrloistct is. The base plate a is as. Lower part forner with cier jjrofil- sBics. ussparong o provided, on the one hand the Mfi'clhuhc bcstio. t'it nd the other hand a bond. uit dc schrJcn Upper part f a JborcinoB-derschioben the odenlttc with loading prevents special circumstances. L, citonplatton b uerdon also dnreh nss & runson su bciia. read out by oinsetson of the cylindrical salvation h so s. it- cia. cmdes' anchored that the individual side latteja. su one. fixed joint crdGB .. chutsaasprächte: 1t einborg-lo. ssor-tc-ffcl, in that the Floor plates (a) are offset on staves mic the guide. mto: j, oincqet. flü.choB. Next oboi lived through especially in the upper ones 2 cS YiSL) aGe ie h C diz festo-gi2 C - ic bol SchrüG02 scishnot that the soitenplatton (b) on the underside (c) roll- there are * aJDiQ so that they fit the oitonkasnten (&) of the base plates (a) overlap, and the soit plates (b) sifted the bottom plate (a) or bstätscB. t 3.Leinberg-Lasser-ätafel according to claim l tmd 2 thereby marked shows that the base plates (a) iQ lower part uioiRGr through c-i21or dU2C11-

Claims (1)

gehenden Aussparung (e) im Oberteil mit einer schrägen @bflachung (f) zur Aussparung (e) passend hergestellt werden und die Seitenplatten (b) mit Aussparungen (g) zur gegenseitigen Verankerung mit dem zylinderischen Teil (h) (beim Verlegen versehen werden. going recess (e) in the upper part with an inclined flattening (f) to match the recess (e) and the side panels (b) with recesses (g) for mutual anchoring with the cylindrical part (h) (when laying.
DEB28064U 1956-12-29 1956-12-29 VINEYARD WATER RELAY. Expired DE1741026U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEB28064U DE1741026U (en) 1956-12-29 1956-12-29 VINEYARD WATER RELAY.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEB28064U DE1741026U (en) 1956-12-29 1956-12-29 VINEYARD WATER RELAY.

Publications (1)

Publication Number Publication Date
DE1741026U true DE1741026U (en) 1957-03-07

Family

ID=32721315

Family Applications (1)

Application Number Title Priority Date Filing Date
DEB28064U Expired DE1741026U (en) 1956-12-29 1956-12-29 VINEYARD WATER RELAY.

Country Status (1)

Country Link
DE (1) DE1741026U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2503080A1 (en) * 1975-01-25 1976-07-29 Schneider & Klippel Kg Water course bed for artificial water falls etc - has numerous interlocking ingot mould type components and incline forming plates
DE19525883A1 (en) * 1994-07-21 1996-02-01 Hirdes Gmbh Heinrich Device for applying sealing or reinforcing clay layers to river or canal bed
DE10137359A1 (en) * 2001-08-01 2003-02-13 Felsdekor Gmbh Gsdr Construction system for producing artificial waterways comprises a stream shell provided on its upstream or downstream overlapping region with a transverse bulge partly closing its channel-like cross-section

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2503080A1 (en) * 1975-01-25 1976-07-29 Schneider & Klippel Kg Water course bed for artificial water falls etc - has numerous interlocking ingot mould type components and incline forming plates
DE19525883A1 (en) * 1994-07-21 1996-02-01 Hirdes Gmbh Heinrich Device for applying sealing or reinforcing clay layers to river or canal bed
DE10137359A1 (en) * 2001-08-01 2003-02-13 Felsdekor Gmbh Gsdr Construction system for producing artificial waterways comprises a stream shell provided on its upstream or downstream overlapping region with a transverse bulge partly closing its channel-like cross-section
DE10137359B4 (en) * 2001-08-01 2007-06-14 Felsdekor Gmbh Gsdr Modular system for artificial watercourses

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