DE443556C - Iron sheet piling with built-in hollow piles - Google Patents
Iron sheet piling with built-in hollow pilesInfo
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
- E02D5/08—Locking 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)
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)
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 |
-
0
- DE DEP50052D patent/DE443556C/en not_active Expired
Cited By (14)
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 |
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