DE410707C - Corrugated sheet pile - Google Patents

Corrugated sheet pile

Info

Publication number
DE410707C
DE410707C DER55499D DER0055499D DE410707C DE 410707 C DE410707 C DE 410707C DE R55499 D DER55499 D DE R55499D DE R0055499 D DER0055499 D DE R0055499D DE 410707 C DE410707 C DE 410707C
Authority
DE
Germany
Prior art keywords
sheet pile
sheet piles
corrugated sheet
web
claws
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
DER55499D
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.)
RANSOME MACHINERY Co 1920
Original Assignee
RANSOME MACHINERY Co 1920
Publication date
Priority to DER55499D priority Critical patent/DE410707C/en
Application granted granted Critical
Publication of DE410707C publication Critical patent/DE410707C/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
    • 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)

Description

Wellspundwand. D.ie Erfindung betrifft eine Wells.pundwand, deren schräg laufende Spundbohlen mit Wulsten in Klauen von Schloßstücken eingreifen. D;as Neue besteht darin, daß die Wulste tangential an den Steg der Spundbohlen anschließen und die Öffnungen der Klauen in den Schloßstücken kleiner als der Durchmesser der Wulste, aber größer als die Stärke des Steges der Spundbohlen sind. Hierdurch wird ermöglicht, je nach Art der Einführung der Bohlen in die Schloßstücke den Verlauf und die Richtung der Spundwand bequem den je-. weiligen Verhältnissen anzupassen.Corrugated sheet pile. The invention relates to a corrugated pile wall, the Engage obliquely running sheet piles with beads in the claws of lock pieces. The new thing is that the beads connect tangentially to the web of the sheet piles and the openings of the claws in the lock pieces smaller than the diameter of the Bulges, but larger than the thickness of the web of the sheet piles. This will allows, depending on the type of introduction of the planks in the lock pieces, the course and the direction of the sheet pile wall is convenient for each. to adapt to current circumstances.

Die Erfindung ist in der Zeichnung in den A,bb. r und 2 beispielsweise dargestellt.The invention is shown in the drawing in A, bb. r and 2 for example shown.

Die Spundbohlen a sind an beiden Enden mit zylindrischen Wulsten b versehen, welche tangential an den Bohnensteg anschließen. Diese Wulste greifen in die Klauen von Schloßstücken c ein, deren Öffnungen kleiner als der Durchmesser der Wulste b, aber größer als die Stärke des Steges der Spundbohlen a sind.The sheet piles a are at both ends with cylindrical beads b provided, which connect tangentially to the bean bridge. These bulges take hold into the claws of lock pieces c, the openings of which are smaller than the diameter the bulges b, but larger than the strength of the web of the sheet piles a.

Gemäß Abb. t besitzt das Schloßstück umgekehrt T-förrnigen Querschnitt mit nach dem Mittelteil zu aufwärts gebogenen Stegen d. Führt man die Spundbohle a in die Klaue entsprechend dem rechten Teil der Abb. r ein, so kann sie gegen das Schioßstück c bis in die gestrichelte Stellung verdreht werden. Bewirkt man die Einführung nach dem linken 'I-eil der Abb. r, so stellt sich die Bohle a schräger gegen das Schloßstück c, legt sich mit beiden Stegfiächen gegen die Klauenwände und ist infolgedessen gegen das Schloßstück unverschwenkbar festgestellt. Dieselben Möglichkeiten bestehen bei dein Schloßstück gemäß Abb. z, welches wesentlich H-förrnigen Quersclz^.itt mit einwärts gebogenen Schenkeln f, g besitzt.According to Fig. T, the lock piece has an inverted T-shaped cross-section with upwardly curved webs towards the middle part d. If you guide the sheet pile a into the claw according to the right part of Fig.r, so it can go against the Schioßstück c can be rotated into the position shown in dashed lines. If you do that If it is introduced after the left part of Fig. R, the plank a is inclined against the lock piece c, lies with both web surfaces against the claw walls and is consequently determined to be non-pivotable against the lock piece. The same Possibilities exist with your lock piece according to Fig. Z, which is essentially H-shaped Quersclz ^ .itt with inwardly curved legs f, g possesses.

Claims (1)

PATEäiT-A11SPRtiCEj-@Ä.,_ellspundwand, deren schräg laufende Spundbohlen mit Wulsten in Klauen von -Schloßstücken eingreifen, dadurch gekennzeichnet, daß die Wulste (15) tangential an den Steg der Spundbohlen fal anschließen und die Öffnungen der Klauen. in den Schloßs`tücken (c) kleiner als der Durchmesser der Wulste (b), aber grö= ßer als die Stärke des Steges 'der Spund.-bohlen (zz) sind. PATEäiT-A11SPRtiCEj- @ Ä., _ Ell sheet pile wall, the inclined sheet piles of which engage with beads in the claws of lock pieces, characterized in that the beads (15) connect tangentially to the web of the sheet piles and the openings of the claws. in the lock pieces (c) are smaller than the diameter of the bulges (b), but larger than the thickness of the web of the sheet piles (zz).
DER55499D Corrugated sheet pile Expired DE410707C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DER55499D DE410707C (en) Corrugated sheet pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DER55499D DE410707C (en) Corrugated sheet pile

Publications (1)

Publication Number Publication Date
DE410707C true DE410707C (en) 1925-03-06

Family

ID=7409988

Family Applications (1)

Application Number Title Priority Date Filing Date
DER55499D Expired DE410707C (en) Corrugated sheet pile

Country Status (1)

Country Link
DE (1) DE410707C (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19725143A1 (en) * 1997-06-13 1999-01-07 Georg Wall Connecting element for sheet piles
DE102004019953B3 (en) * 2004-04-23 2005-12-08 Pilepro Llc Strand-shaped connection profile for connecting sheet piles to support elements
DE102004024103B3 (en) * 2004-05-14 2006-01-05 Pilepro Llc Strand-shaped connection profile for connecting sheet piles to support elements

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19725143A1 (en) * 1997-06-13 1999-01-07 Georg Wall Connecting element for sheet piles
DE19725143C2 (en) * 1997-06-13 2000-09-21 Georg Wall Connecting element for sheet piles
US6282762B1 (en) 1997-06-13 2001-09-04 Georg Wall Connecting element for sheet piles
DE102004019953B3 (en) * 2004-04-23 2005-12-08 Pilepro Llc Strand-shaped connection profile for connecting sheet piles to support elements
US7413386B2 (en) 2004-04-23 2008-08-19 Pilepro, Llc Continuous connecting profile for attachment of sheet piles to supporting elements
DE102004024103B3 (en) * 2004-05-14 2006-01-05 Pilepro Llc Strand-shaped connection profile for connecting sheet piles to support elements

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