DE1648519U - PILING PILE CONNECTION USING AN I-SHAPED LOCKING IRON. - Google Patents

PILING PILE CONNECTION USING AN I-SHAPED LOCKING IRON.

Info

Publication number
DE1648519U
DE1648519U DEH9188U DEH0009188U DE1648519U DE 1648519 U DE1648519 U DE 1648519U DE H9188 U DEH9188 U DE H9188U DE H0009188 U DEH0009188 U DE H0009188U DE 1648519 U DE1648519 U DE 1648519U
Authority
DE
Germany
Prior art keywords
shaped
sheet pile
flange
plank
club
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
DEH9188U
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.)
HUETTENWERKE ILSEDE PEINE AG
Original Assignee
HUETTENWERKE ILSEDE PEINE 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 HUETTENWERKE ILSEDE PEINE AG filed Critical HUETTENWERKE ILSEDE PEINE AG
Priority to DEH9188U priority Critical patent/DE1648519U/en
Publication of DE1648519U publication Critical patent/DE1648519U/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02Sheet piles or sheet pile bulkheads
    • E02D5/03Prefabricated parts, e.g. composite sheet piles
    • E02D5/04Prefabricated parts, e.g. composite sheet piles made of steel
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02Sheet piles or sheet pile bulkheads
    • E02D5/03Prefabricated parts, e.g. composite sheet piles
    • E02D5/04Prefabricated parts, e.g. composite sheet piles made of steel
    • E02D5/08Locking forms; Edge joints; Pile crossings; Branch pieces

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Metal Rolling (AREA)

Description

PA.6O8?1:5-2l1ö.S2PA.6O8? 1: 5-2l1ö S2

Patentanwälte Braunschweig, den 20. Oktober 1952Patent Attorneys Braunschweig, October 20, 1952

Dr.-Sng. PauS Bock ,//Dr.-Sng. PauS Bock, // Dr.-Ing. Helmut Jooß ^Dr.-Ing. Helmut Jooss ^

BraunschweigBraunschweig

Firma Hüttenwerke Ilsede-Pβine A.^6,, Peine 1. Hann. Company Hüttenwerke Ilsede-Pβine A. ^ 6,, Peine 1. Hann.

"Spundbohlenverbindung unter Verwendung eines I-förmigen Schlosseiseng.·1 "Sheet pile connection using an I-shaped lock iron. · 1

Beschreibung«Description"

Beim Bau von Wandungen aus Spundbohlen tritt aus stati* sahen oder wirtschaftlichen Erwägungen häufig die Notwendigkeit auf, Spundbohlen verschiedener Profile nebeneinander zu verwenden und sie miteinander zu verbinden. Hierzu benutzt man normalerweise Sohlosseisen.When building walls from sheet piles, stati * saw or economic considerations often on the need to put sheet piles of different profiles next to each other to use and connect them together. Used for this one usually soles.

Derartige Verbindungselemente lassen sich nun zwar mit einigen, jedoch nicht mit allen Spundbohlen üblicher Bauart zusammenschliessen. Man hat diesen Mangel bislang dadurch zu tiberbrücken versucht, dass man z.B. die mit den doppel T-förmigen Schlosseisen nicht zusammenpassenden Spundbohlen längs getrennt und dann an ihre Sohnittkanten Je ein Sohlosseisen angeschwelest hat.Such connecting elements can now be admittedly with with some, but not with all, sheet piles of the usual design. So far you have this deficiency because of it tries to bridge the gap, for example, with the double T-shaped lock iron mismatched sheet piles Separated lengthways and then one sole iron each on their sockets has grown up.

Dieses Verfahren ist zeitraubend und teuer und kann deshalb die hier vorliegenden Bedürfnisse sticht befriedigen.This method is time-consuming and expensive and can therefore completely satisfy the needs present here.

Gemäss der Neuerung werden die genannten Nachteile durch eine Spundbohlenverbindung unter Verwendung eines I-förmigen üohlosseisens dadurch vermieden, dass die KeuleAccording to the innovation, the disadvantages mentioned by a sheet pile connection using a I-shaped oohlosseisens avoided the fact that the club

einerone

Claims (1)

einer Spundbohle mit zwei ihrer Walzf lachen am Steg und am einen Flansoh sowie mit einer, z.B. duroh Brennschnitt erzeugten, Schnittfläche am anderen Flansoh des Sohlοsseisena., anliegt..a sheet pile with two of their Walzf laugh at the web and on one flansoh as well as with a cut surface, e.g. produced by flame cutting, on the other flansoh of the sole osseisena., is present .. Eine solche Verbindung lässt sich sehr sohneil und billig} namentlich aber ohne zusätzliche Sohweissarbeiten herstellen.Such a connection can be made very quickly and cheaply, but especially without additional welding work produce. In der Zeichnung ist eine als Beispiel dienende Ausführung sform der Heuerung dargestellt.The drawing shows an embodiment that serves as an example sform of hiring shown. Die Keule a einer Spundbohle b liegt gemass Fig. 1 mit zwei ihrer Walzflächen ο und d am Steg e, bzw. am einen Flansoh f eines I-förmigen Schlosseisens an. Ihre dritte Anlagefläche g ist durch Brennsohnitt erzeugt und liegt am zweiten Flansoh h des Sohlosseisens.The club a of a sheet pile b is located according to FIG. 1 with two of their rolling surfaces ο and d on the web e, or on one Flansoh f of an I-shaped lock iron. Your third Contact surface g is produced by Brennsohnitt and lies on the second flange of the sole iron. In Fig. 2 ist i eine doppe! I-förmige Bohle einer doppelwandigen Spundwand mit keulenförmigen Verdiokungen an den Flanschenden, k ist eine ansohliessende U-förmige Bohle mit dem Anschluss naoh Fig. 1.In Fig. 2 i is a double! I-shaped plank one double-walled sheet pile wall with club-shaped bulges the flange ends, k is an attached U-shaped plank with the connection according to Fig. 1. In Fig. 3 ist η eine Z-förmige Bohle mit Keulen an den Enden zum Anschluss des Schloeseisens q. 0 ist eine U-förmige Bohle. Das eine Schloss derselben ist zum Einfädeln in das Sohlosseisen q. zum Teil duroh einen Brennschnitt abgetrennt .In Fig. 3, η is a Z-shaped plank with lobes on the Ends for connecting the lock iron q. 0 is a U-shaped Plank. One of the locks is for threading into the soleplate q. partly separated by a flame cut . Sohut zansp ruoh.Sohut zansp ruoh. Spundbohlenverbindung unter Verwendung eines I-förmigenSheet pile connection using an I-shaped Sohlosseisens.Soleplate. Sohlosseisensr dadurch gekennzeichnet, dass die Keule (a)
der Bohle (.Ij) mit zwei ihrer \7alzf läohen (o,d) am Steg (e) und am einen Flansch (f) sowie mit einer z.B. durch Brennsohnitt erzeugten Sohnittfläohe (g) am anderen Flansch (h) des Schlosseisens anliegt«
Soleplate r characterized in that the club (a)
the plank (.Ij) is in contact with two of its crimps (o, d) on the web (e) and on one flange (f) as well as with a sonity surface (g) created, for example, by Brennsohnitt on the other flange (h) of the lock iron «
Al. (Dr.Jooß)Al. (Dr Joess)
DEH9188U 1952-10-21 1952-10-21 PILING PILE CONNECTION USING AN I-SHAPED LOCKING IRON. Expired DE1648519U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEH9188U DE1648519U (en) 1952-10-21 1952-10-21 PILING PILE CONNECTION USING AN I-SHAPED LOCKING IRON.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEH9188U DE1648519U (en) 1952-10-21 1952-10-21 PILING PILE CONNECTION USING AN I-SHAPED LOCKING IRON.

Publications (1)

Publication Number Publication Date
DE1648519U true DE1648519U (en) 1952-12-24

Family

ID=30457264

Family Applications (1)

Application Number Title Priority Date Filing Date
DEH9188U Expired DE1648519U (en) 1952-10-21 1952-10-21 PILING PILE CONNECTION USING AN I-SHAPED LOCKING IRON.

Country Status (1)

Country Link
DE (1) DE1648519U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202017006416U1 (en) 2017-12-13 2017-12-19 Thomas Haak small frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202017006416U1 (en) 2017-12-13 2017-12-19 Thomas Haak small frame

Similar Documents

Publication Publication Date Title
DE2459680A1 (en) PROCEDURE AND LOCKING BLOCKS FOR ERECTING A BUILDING CONSTRUCTION
DE69710076T2 (en) U-SHAPED PILLING SCREED WITH LOW DRIVING RESISTANCE
Nylander Clamps and chronology
DE1648519U (en) PILING PILE CONNECTION USING AN I-SHAPED LOCKING IRON.
EP0234175A1 (en) Building set for the erection of walls
US2019236A (en) Wall construction
DE624960C (en) Iron sheet pile wall
DE2650292A1 (en) KIT FOR DRY CONSTRUCTION
DE2041991A1 (en) Formwork system
DE701058C (en) Corner formation, crossing, branching off steel sheet pile walls
DE871426C (en) Method and device for the production of sheet pile walls made of reinforced concrete or the like.
DE657158C (en) Retaining wall
DE595358C (en) Founding process with compressed air caissons
DE859729C (en) Support wall on pile grid
DE3307052A1 (en) Sheet piling lock
DE866088C (en) Construction method with building blocks and building blocks for erecting buildings on unsafe building sites
DE202018102640U1 (en) Formwork components for construction operations
DE686525C (en) Double-walled sheet pile
DE911115C (en) Keilbohel for ramming compensation on sheet pile walls
DE219503C (en)
DE650130C (en) Method for lowering compressed air caissons arranged one above the other
DE571029C (en) Lock locking for sheet piling iron against longitudinal displacement when ramming
DE689069C (en) Junction connection for trusses made of round bars
AT113377B (en) Rivetless wavy sheet pile wall.
DE566510C (en) Profile iron I-like or rail-like cross-section, especially for sink wells, shafts o.