DE443556C - Iron sheet piling with built-in hollow piles - Google Patents

Iron sheet piling with built-in hollow piles

Info

Publication number
DE443556C
DE443556C DEP50052D DEP0050052D DE443556C DE 443556 C DE443556 C DE 443556C DE P50052 D DEP50052 D DE P50052D DE P0050052 D DEP0050052 D DE P0050052D DE 443556 C DE443556 C DE 443556C
Authority
DE
Germany
Prior art keywords
piles
hollow piles
hollow
built
sheet piling
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
DEP50052D
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.)
Individual
Original Assignee
Individual
Publication date
Priority to DEP50052D priority Critical patent/DE443556C/en
Application granted granted Critical
Publication of DE443556C publication Critical patent/DE443556C/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

Eiserne Spundwand mit eingebauten Hohlpfählen. Durch Hohlpfähle in Kastenform unterbrochene und dadurch verstärkte eiserne Spundwände sind bereits in verschiedenen Ausführungen bekannt. Die Kastenformen nach den bisherigen Vorschlägen müssen aber in ziemlich umständlicher Weise hergestellt werden; sie erfordern besondere Formeisen, und auch der Wechsel zwischen Hohlpfählen und laufender `Fand ist bei ihnen nur in bestimmter festbegrenzter Abwechslung möglich. Vielfach wird auch das Widerstandsmoment solcher Wände trotz Einschaltung der Hohlpfähle nicht besonders günstig atisgenutzt, weil die' Wandachse nicht mit der neutralen Faser zusammenfällt. » Anderseits ist die Verwendung. derartiger Wände mit eingebauten Hohlpfählen zumal dort, wo an einzelnen Stellen große Lasten, wie Kräne, Speicher u. dgl., z. B. bei Uferbefestigungen, aufgenommen werden müssen, für die heutige Bauweise geradezu unentbehrlich.Iron sheet piling with built-in hollow piles. Through hollow piles in Box-shaped interrupted and thereby reinforced iron sheet piling are already known in various designs. The box shapes according to the previous suggestions but must be produced in a rather cumbersome way; they require special Formeisen, and also the change between hollow piles and running `found is with only possible for them in certain, limited alternations. In many cases that too Moment of resistance of such walls is not particularly good despite the hollow piles being included used favorably because the wall axis does not coincide with the neutral fiber. “On the other hand is the use. such walls with built-in hollow piles especially wherever large loads, such as cranes, storage facilities, etc., z. B. at Bank reinforcements have to be included for today's construction method essential.

Die Erfindung geht demnach davon aus, die Kastenform aus zwei einfachen, leicht walzbaren Spundbohlen desselben Querschnitts zu bilden, wie er für die laufende Spundwand verwendet wird; diese Bohlen laufen in Verbindungshaken aus, mit deren Hilfe die beiden Teile der Hohlpfähle miteinander und mit den anschließenden einteiligen Pfählen durch eingeschobene Riegel verhakt «-erden. Man braucht-also nur ein einziges Formeisen für Hohlpfahl und laufende Wand, und man kann diese beiden Teile unter sich in beliebiger Weise abwechseln lassen. Die Hohlpfähle werden in bekannter Weise, nachdem zwei ' Einzelbohlen zum Kasten zusaminengesetzt sind, gerammt, wobei man auch, falls besondere Umstände, z. B. Rücksicht auf die Dichtheit, es als erwünscht erscheinen lassen, die Kasten in sich ganz oder teilweise verschweißen kann. Man kann für die Kasten auch einfachere Formeisen, z. B. Vorprofile der Spundwandeisen, verwenden, wenn nur deren Form so gewählt wird, daß durch die doppelte Umklammerung durch die Schloßriegel, die dann etwas anders gestaltet sein müssen, einAusspringen ausgeschlossen wird. Derartige Hohlpfähle können auch einzeln verwendet werden.The invention is therefore based on the fact that the box shape consists of two simple, to form easily rollable sheet piles of the same cross-section as the current one Sheet pile is used; these planks run out in connection hooks, with their Help the two parts of the hollow piles with each other and with the adjoining one-piece "-Earth the piles hooked through the inserted bolts. You only need one Forming iron for hollow pile and running wall, and you can put these two parts under can be alternated in any way. The hollow piles are made in a known manner, after two single planks have been put together to form a box, rammed, whereby one also, if special circumstances, e.g. B. Consideration of the tightness, it as desired appear, the box can weld in part or in whole. Man can also simpler molds for the boxes, z. B. Pre-profiles of the sheet piling iron, use if only the shape is chosen so that by the double clasp A jump out due to the lock bolt, which then has to be designed a little differently is excluded. Such hollow piles can also be used individually.

Die Zeichnung stellt Ausführungsformen der reuen Spundwand dar.The drawing shows embodiments of the reuen sheet pile wall.

Abb. i ist ein wagerechter Schnitt.Fig. I is a horizontal section.

Abb.2 zeigt, ebenfalls im wagerechten Schnitt, den Anschluß des Hohlpfahles an die laufende Wand.Fig. 2 shows, also in a horizontal section, the connection of the hollow pile on the moving wall.

Abb. 3 zeigt den Schnitt entsprechend Abb.2 bei Verwendung von Vorprofilen.Fig. 3 shows the section according to Fig. 2 when using pre-profiles.

Die Hohlpfählea bestehen je aus den beiden Formeisen b. Sie werden untereinander durch die Sehloßriegel d verbunden; Schloßriegel c dienen zur Verbindung der Hohlpfähle mit der laufenden Spundwand c. Eine Wand dieser Bauart ist in hohem Grade zur Aufnahme großer Einzel- oder Gesamtlasten geeignet. Bei Einzelbelastung wird man die Hohlpfähle an den Stellen vorsehen, wo Lasten auftreten, während bei hoher Gesamtlast die Hohlpfähle ähnlich den Pfeilern einer Mauer in regelmäßigen Abständen angeordnet werden können, wodurch eine aufgelöste Bauweise entsteht.The hollow piles a each consist of the two shaped irons b. you will be interconnected by the lock bolt d; Lock bolts c are used for connection the hollow piles with the running sheet pile wall c. A wall of this type is high Suitable for taking large individual or total loads. With individual loads the hollow piles will be provided in the places where loads occur while at high total load the hollow piles similar to the pillars of a wall in regular Distances can be arranged, creating a broken-up design.

In Abb. 3 ist f das vereinfachte Schloß bei Verwendung von Profilen ä.In Fig. 3, f is the simplified lock using profiles Ä.

Claims (2)

PATEsNTANSYltÜCb1.1:: i. Eiserne Spundwand finit eingebauten Hohlpfählen, dadurch gekennzeichnet, daß die einteiligen Pfähle der laufenden Spundwand und die aus je zwei Teilen zusammengesetzten Hohlpfähle aus durchweg gleichen, in Verbindungshaken auslaufenden Formeisen bestehen, und daß die beiden Teile der Hohlpfähle miteinander und mit den anschließenden einteiligen Pfählen durch eingeschobene Riegel verhakt sind. PATEsNTANSYltÜCb1.1 :: i. Iron sheet piling finitely installed hollow piles, characterized in that the one-piece piles of the running sheet pile wall and the Hollow piles made up of two parts each made of the same, in connecting hooks outgoing cast iron, and that the two parts of the hollow piles with each other and hooked with the adjoining one-piece piles by means of inserted bolts are. 2. Spundwand nach Anspruch i, dadurch gekennzeichnet, daß die Hohlpfähle aus zwei Vorprofilen des Spundwandeisens gebildet sind.2. Sheet pile according to claim i, characterized in that the hollow piles from two pre-profiles of the sheet pile iron are formed.
DEP50052D Iron sheet piling with built-in hollow piles Expired DE443556C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEP50052D DE443556C (en) Iron sheet piling with built-in hollow piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEP50052D DE443556C (en) Iron sheet piling with built-in hollow piles

Publications (1)

Publication Number Publication Date
DE443556C true DE443556C (en) 1927-05-03

Family

ID=7384152

Family Applications (1)

Application Number Title Priority Date Filing Date
DEP50052D Expired DE443556C (en) Iron sheet piling with built-in hollow piles

Country Status (1)

Country Link
DE (1) DE443556C (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE961070C (en) * 1954-02-17 1957-03-28 Paul Rehder Dipl Ing Dr Bundle albums
US4863315A (en) * 1988-11-07 1989-09-05 Wickberg Norman E Retaining wall member
DE3907348A1 (en) * 1989-03-08 1990-09-20 Hoesch Stahl Ag Flexurally rigid connecting element and method of producing it
DE19711242A1 (en) * 1997-03-18 1998-10-01 Krupp Ag Hoesch Krupp Compound lock and sheet pile
DE19716685A1 (en) * 1997-04-21 1998-10-29 Georg Wall Connecting component between sheet-piles
DE19725143A1 (en) * 1997-06-13 1999-01-07 Georg Wall Connecting element for sheet piles
DE19822997A1 (en) * 1998-05-22 1999-12-09 Georg Wall Connecting hook for joining together individual metal sheets to make sheet piling
US6428244B1 (en) 2000-07-21 2002-08-06 Georg Wall Connecting element for sheet piles
DE102005037027A1 (en) * 2005-07-12 2007-01-25 Pilepro Llc Connecting profile for connecting sheet piles to support elements and combi sheet pile wall with such a connection profile

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE961070C (en) * 1954-02-17 1957-03-28 Paul Rehder Dipl Ing Dr Bundle albums
US4863315A (en) * 1988-11-07 1989-09-05 Wickberg Norman E Retaining wall member
DE3907348A1 (en) * 1989-03-08 1990-09-20 Hoesch Stahl Ag Flexurally rigid connecting element and method of producing it
DE19711242A1 (en) * 1997-03-18 1998-10-01 Krupp Ag Hoesch Krupp Compound lock and sheet pile
DE19716685C2 (en) * 1997-04-21 2000-10-19 Georg Wall Connecting element for sheet piles
DE19716685A1 (en) * 1997-04-21 1998-10-29 Georg Wall Connecting component between sheet-piles
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
DE19822997A1 (en) * 1998-05-22 1999-12-09 Georg Wall Connecting hook for joining together individual metal sheets to make sheet piling
DE19822997C2 (en) * 1998-05-22 2000-09-14 Georg Wall Connecting element for sheet piles
US6428244B1 (en) 2000-07-21 2002-08-06 Georg Wall Connecting element for sheet piles
DE102005037027A1 (en) * 2005-07-12 2007-01-25 Pilepro Llc Connecting profile for connecting sheet piles to support elements and combi sheet pile wall with such a connection profile
US7566190B2 (en) 2005-07-12 2009-07-28 Pilepro, Llc Connecting profile for connecting sheet piles to carrier elements and combined sheet pile wall comprising such a connecting profile

Similar Documents

Publication Publication Date Title
DE3990874C2 (en) Self-supporting formwork element to be connected to one another for casting wall structures
EP0866174A1 (en) Locking joint and sheet pile wall
DE443556C (en) Iron sheet piling with built-in hollow piles
DE29718052U1 (en) Compound lock and sheet pile
DE1963243A1 (en) Combined sheet pile wall
DE734616C (en) Rolled connecting iron for sheet piles
AT299076B (en) Bank reinforcement
DE566510C (en) Profile iron I-like or rail-like cross-section, especially for sink wells, shafts o.
DE646175C (en) Sheet pile I-shaped cross-section
DE720569C (en) Hollow shaped iron pile
DE817724C (en) Tube well filter
DE2116587C3 (en) Process for the production of mattresses from wire mesh for covering surfaces at risk of erosion and semi-finished product prefabricated according to the process for carrying out the process on site
DE511301C (en) Iron sheet piling made of gutter piles
DE2708450B2 (en) Transport container for mortar
AT135200B (en) Ceiling hollow body.
DE976548C (en) Cap for pit lining, preferably for longwall mining
DE668484C (en) Hollow pile for sheet pile walls
DE499412C (en) Box-shaped sheet pile made of two identical, interconnected gutter irons
DE519014C (en) Iron sheet piling made of Z or U iron
AT226426B (en) Rigid reinforcement element for reinforced concrete components
AT55122B (en) Formwork for reinforced concrete ceilings with a level soffit.
DE828977C (en) Steel sheet pile wall
CH249851A (en) Facility for hanging laundry.
AT317499B (en) Reinforcement mesh
DE1901793U (en) Formwork brick for masonry.