EP0628662A2 - Sheet pile wall - Google Patents

Sheet pile wall Download PDF

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Publication number
EP0628662A2
EP0628662A2 EP94108270A EP94108270A EP0628662A2 EP 0628662 A2 EP0628662 A2 EP 0628662A2 EP 94108270 A EP94108270 A EP 94108270A EP 94108270 A EP94108270 A EP 94108270A EP 0628662 A2 EP0628662 A2 EP 0628662A2
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EP
European Patent Office
Prior art keywords
lock
sheet pile
sheet
hook
webs
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.)
Granted
Application number
EP94108270A
Other languages
German (de)
French (fr)
Other versions
EP0628662B1 (en
EP0628662A3 (en
Inventor
Andreas Dipl.-Ing. Wieners
Thomas Dipl.-Ing. Reininghaus
Hermann Hubbert
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.)
Fried Krupp AG Hoesch Krupp
Original Assignee
Krupp Hoesch Stahl AG
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Publication of EP0628662A2 publication Critical patent/EP0628662A2/en
Publication of EP0628662A3 publication Critical patent/EP0628662A3/en
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Publication of EP0628662B1 publication Critical patent/EP0628662B1/en
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    • 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
    • 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
    • E02D5/14—Sealing joints between adjacent sheet piles

Definitions

  • the invention relates to a sheet pile wall according to the preamble of claim 1 and a method for its production.
  • the invention is therefore based on the object of creating a further sheet pile wall of the type mentioned, which is optimized with regard to tightness, and a method for its production which meets all the requirements of the applicable guidelines for the production of vertical sealing walls for landfill construction and remediation of contaminated sites , namely e.g. Verification of verticality, verification of the integrity of the locks, possibility of reworking the lock seal.
  • the invention is intended to make it possible to use any known method for introducing steel screeds. This could expand the areas of application and increase efficiency.
  • the lock chamber can be scanned with an inclinometer probe.
  • an electromagnetic signal transmitter which is fixed in the tubular profile, the interlocking of the lock can be detected continuously down to the desired depth.
  • Another advantage is the fact that the signal generator can be recovered by pulling the pipe profile in order to be used again with the next screed.
  • the lock chamber could be scanned with an endoscope over the entire length to prove the integrity of the locks, and the result could possibly be recorded. Depending on the sealing material used, this could be eliminated with a suitable device if the sealing effect is insufficient and the sealing process repeated.
  • one part namely the trailing part 1 of the lock 2 interlocking sheet piles 3, 4 longer webs 5, 6 in direction A of the profile height of the sheet pile 4 than the other part 7, both of which Parts 1, 7 of the lock 2 form a vertical lock chamber 8 between them, which is filled with a sealing compound 9 (FIGS. 2 and 6).
  • the modification of part 1 of the lock 2 consists essentially of an extension of the tried-and-tested profile shape in the direction A of the profile height and an increase in the material thickness in the region of part 1 to accommodate the greater static moments which can occur due to the extension in the lock area.
  • the change in the shape of the lock affects only part 1 of the lock 2 of the sheet pile 4.
  • the part 7 of the lock 2 to be rammed in advance is a conventional lock part.
  • the modified lock can be located on a U or Z screed as well as on flat and other profiles. In addition to steel profiles, profiles made of other materials such as Plastics can be sealed with this system.
  • Double and triple planks can be created by pulling together a sheet pile with modified part 1 of the lock and one or two conventional profiles.
  • This rivet 10 consists of a conical shaft 11, which is driven into the part 1 of the lock 2, and an inclined block 12 underneath.
  • the rivet 10 can be produced in series as a one-piece cast steel part.
  • the beveling of the block 12 has the effect that the part 1 of the lock 2 to be rammed displaces the soil material below the rivet 10 from the lock 2 when it is inserted, so that blasting of the lock is counteracted.
  • a rivet in this case a conventional rivet or a screw
  • the part 7 of the lock (2) with a polyethylene hose or similar. fill to keep the locks clear of soil.
  • the sealing compound 9 is filled into the lock chamber 8. This can be done with the help of a lance, not shown. happen.
  • part 1 of the lock 2 is produced as a separate profile and hooked and welded 15 to the part 7 of the sheet pile 14 with a corresponding part 13 in the factory.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Composite Materials (AREA)
  • Chemical & Material Sciences (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Wrappers (AREA)
  • Acyclic And Carbocyclic Compounds In Medicinal Compositions (AREA)
  • Saccharide Compounds (AREA)

Abstract

A sheet-pile wall for the vertical sealing of liquid-bearing and/or gas-bearing strata, in particular for sealing contaminated earth strata, the sheet piles which form the sheet-pile wall being connected by locks which each consist of two parts interlocking in a hook shape and are sealed with a sealing compound, and a method of producing it. The sheet-pile wall and the method meet all requirements of the current guidelines for constructing vertical diaphragm walls for the construction of landfill sites and the redevelopment of old waste sites, namely, for example, verification of the verticality, verification of the integrity of the locks, means of repairing the lock seal. In order to provide such a sheet-pile wall and method, in each case one part (1) of the lock (2) has longer webs (5, 6) than the other part (7) in the direction of the profile height of the sheet pile (4) towards the hook end, and both parts (1, 7) of the lock (2) form between them a vertical lock chamber (8) which is filled with a sealing compound (9). The procedure used to produce it is that the part of the lock of the trailing sheet pile with the longer webs towards the hook end is subsequently driven into the respectively leading part of the lock of interlocking sheet piles with the shorter webs towards the hook end while the vertical lock chamber is formed, whereupon the lock chamber is filled with the sealing compound. <IMAGE>

Description

Die Erfindung betrifft eine Spundwand gemäß dem Oberbegriff des Anspruches 1 sowie ein Verfahren zu ihrer Herstellung.The invention relates to a sheet pile wall according to the preamble of claim 1 and a method for its production.

In den vergangenen Jahrzehnten wurden verschiedene Abdichtungssysteme für Spundwandschlösser entwickelt. Diese Entwicklungen erfolgten mit dem Ziel, eine aus der Sicht des konstruktiven Ingenieur- und Tiefbaus ausreichende Dichtigkeit der Spundwandschlösser zu erreichen.Various sealing systems for sheet pile locks have been developed in recent decades. These developments were carried out with the aim of achieving sufficient tightness of the sheet pile locks from the point of view of structural engineering and civil engineering.

Für die Anwendung bei Stahlspundwänden als Dichtwände im Deponiebau und bei der Einkapselung von Altlasten haben sich diese Dichtungssysteme als nur bedingt erwiesen.These sealing systems have proven to be of limited use for use with steel sheet piling as sealing walls in landfill construction and for encapsulating contaminated sites.

Lediglich mit dem aus der DE - 27 22 987 C3 bekannten Dichtungsverfahren ist eine befriedigende Dichtigkeit erreichbar.Satisfactory tightness can only be achieved with the sealing method known from DE - 27 22 987 C3.

Von daher liegt der Erfindung die Aufgabe zugrunde, eine weitere hinsichtlich der Dichtigkeit optimierte Spundwand der eingangs genannten Art sowie ein Verfahren zu ihrer Herstellung zu schaffen, die bzw. das allen Anforderungen der geltenden Richtlinien für die Erstellung von vertikalen Dichtwänden für Deponiebau und Altlastensanierung gerecht wird, nämlich z.B. Nachweis der Vertikalität, Nachweis der Integrität der Schlösser, Nachbesserungsmöglichkeiten der Schloßdichtung.The invention is therefore based on the object of creating a further sheet pile wall of the type mentioned, which is optimized with regard to tightness, and a method for its production which meets all the requirements of the applicable guidelines for the production of vertical sealing walls for landfill construction and remediation of contaminated sites , namely e.g. Verification of verticality, verification of the integrity of the locks, possibility of reworking the lock seal.

Außerdem soll die Erfindung ermöglichen, jedes bekannte Einbringverfahren für Stahlbundbohlen einsetzen zu können. Dadurch könnten die Einsatzgebiete erweitert und die Wirtschaftlichkeit erhöht werden.In addition, the invention is intended to make it possible to use any known method for introducing steel screeds. This could expand the areas of application and increase efficiency.

Diese Aufgabe wird erfindungsgemäß durch die im kennzeichnenden Teil der Ansprüche 1 und 3 angegebenen Merkmale gelöst.This object is achieved by the features specified in the characterizing part of claims 1 and 3.

Eine vorteilhafte Ausgestaltung der erfindungsgemäßen Spundwand ist in Anspruch 2 angegeben.An advantageous embodiment of the sheet pile wall according to the invention is specified in claim 2.

Zweckmäßige und vorteilhafte Verfahrensschritte sind in den Ansprüchen 3 bis 13 angegeben.Appropriate and advantageous method steps are specified in claims 3 to 13.

Die Vorteile der Spundwand sowie des Verfahrens nach der Erfindung sind insbesondere darin zu sehen, daß die Dichtung erst nach dem Einbringen der Spundbohlen erstellt wird, wodurch alle bekannten Einbringverfahren angewendet werden können.The advantages of the sheet pile wall and the method according to the invention can be seen in particular in the fact that the seal is only created after the sheet piles have been inserted, as a result of which all known insertion methods can be used.

Zur Kontrolle der Vertikalität kann die Schloßkammer mit einer Inklinometersonde abgefahren werden. Durch Einsatz eines elektromagnetischen Signalgebers, der im Rohrprofil befestigt ist, kann die Schloßverhakung kontinuierlich bis auf Solltiefe nachgewiesen werden. Ein weiterer Vorteil ist die Tatsache, daß der Signalgeber durch das Ziehen des Rohrprofiles wiedergewonnen wird, um bei der nächsten Bohle erneut zum Einsatz zu kommen.To check the verticality, the lock chamber can be scanned with an inclinometer probe. By using an electromagnetic signal transmitter, which is fixed in the tubular profile, the interlocking of the lock can be detected continuously down to the desired depth. Another advantage is the fact that the signal generator can be recovered by pulling the pipe profile in order to be used again with the next screed.

Des weiteren könnte zum Nachweis der Integrität der Schlösser auf ganzer Länge die Schloßkammer mit einem Endoskop abgefahren und das Ergebnis dabei ggf. aufgezeichnet werden. Je nach verwendetem Dichtungsmaterial könnte dieses bei unzureichender Dichtwirkung mit einem geeigneten Gerät beseitigt und der Dichtungsvorgang wiederholt werden.Furthermore, the lock chamber could be scanned with an endoscope over the entire length to prove the integrity of the locks, and the result could possibly be recorded. Depending on the sealing material used, this could be eliminated with a suitable device if the sealing effect is insufficient and the sealing process repeated.

Anhand der schematischen Zeichnung werden Ausführungsbeispiele des Erfindungsgegenstandes im folgenden näher erläutert.Exemplary embodiments of the subject matter of the invention are explained in more detail below with the aid of the schematic drawing.

Es zeigt

Fig. 1
einen Teil einer Spundbohle im Querschnitt,
Fig. 2
zwei ineinandergreifende Teile eines Schlosses zweier Spundbohlen im Querschnitt,
Fig. 3
den Fuß zweier ineinandergreifender Spundbohlen im Querschnitt,
Fig. 4
einen Schnitt nach der Linie IV - IV in Fig. 3,
Fig. 5
einen Schnitt nach der Linie V - V in Fig. 3,
Fig. 6
eine andere Ausführungsform eines Schlosses zweier Spundbohlen.
It shows
Fig. 1
part of a sheet pile in cross section,
Fig. 2
two interlocking parts of a lock of two sheet piles in cross section,
Fig. 3
the foot of two interlocking sheet piles in cross section,
Fig. 4
4 shows a section along the line IV-IV in FIG. 3,
Fig. 5
4 shows a section along the line V - V in FIG. 3,
Fig. 6
another embodiment of a lock of two sheet piles.

Wie aus den Fig. 1 bis 6 hervorgeht, weist jeweils ein Teil, nämlich der nacheilende Teil 1 des Schlosses 2 ineinandergreifender Spundbohlen 3, 4 längere Stege 5, 6 in Richtung A der Profilhöhe der Spundbohle 4 als der andere Teil 7 auf, wobei beide Teile 1, 7 des Schlosses 2 zwischen sich eine vertikale Schloßkammer 8 bilden, die mit einer Dichtungsmasse 9 (Fig. 2 und 6) ausgefüllt ist.1 to 6, one part, namely the trailing part 1 of the lock 2 interlocking sheet piles 3, 4 longer webs 5, 6 in direction A of the profile height of the sheet pile 4 than the other part 7, both of which Parts 1, 7 of the lock 2 form a vertical lock chamber 8 between them, which is filled with a sealing compound 9 (FIGS. 2 and 6).

Die Modifizierung des Teiles 1 des Schlosses 2 besteht im wesentlichen aus einer Streckung der bewährten Profilform in Richtung A der Profilhöhe sowie einer Erhöhung der Materialstärke im Bereich des Teiles 1 zur Aufnahme der größeren statischen Momente, die durch die Streckung im Schloßbereich auftreten können.The modification of part 1 of the lock 2 consists essentially of an extension of the tried-and-tested profile shape in the direction A of the profile height and an increase in the material thickness in the region of part 1 to accommodate the greater static moments which can occur due to the extension in the lock area.

Die Veränderung der Schloßform betrifft jeweils nur das Teil 1 des Schlosses 2 der Spundbohle 4. Das vorauszurammende Teil 7 des Schlosses 2 ist ein herkömmliches Schloßteil. Das modifizierte Schloß kann sich sowohl an einer U- oder Z-Bohle als auch an Flach- und sonstigen Profilen befinden. Neben Stahlprofilen können auch Profile aus anderen Werkstoffen wie z.B. Kunststoffen mit diesem System gedichtet werden.The change in the shape of the lock affects only part 1 of the lock 2 of the sheet pile 4. The part 7 of the lock 2 to be rammed in advance is a conventional lock part. The modified lock can be located on a U or Z screed as well as on flat and other profiles. In addition to steel profiles, profiles made of other materials such as Plastics can be sealed with this system.

Nicht dargestellte Doppel- und Dreifachbohlen können durch Zusammenziehen je einer Spundbohle mit modifiziertem Teil 1 des Schlosses und einer bzw. zwei herkömmlichen Profilen erstellt werden.Double and triple planks, not shown, can be created by pulling together a sheet pile with modified part 1 of the lock and one or two conventional profiles.

Damit die Schloßkammer 8 während des Einbringens der Spundbohle 4 nicht mit Erdreich verstopft wird, ist am unteren Ende der Spundbohle 4 in den modifizierten Teil 1 des Schlosses ein speziell geformtes Niet 10 eingeschlagen (Fig. 3 bis 5).So that the lock chamber 8 is not clogged with soil during the insertion of the sheet pile 4, a specially shaped rivet 10 is hammered into the modified part 1 of the lock at the lower end of the sheet pile 4 (FIGS. 3 to 5).

Dieses Niet 10 besteht aus einem konischen Schaft 11, der in den Teil 1 des Schlosses 2 eingetrieben wird, und einem darunter liegenden abgeschrägten Block 12. Das Niet 10 kann als einteiliges Stahlgußteil in Serie produziert werden.This rivet 10 consists of a conical shaft 11, which is driven into the part 1 of the lock 2, and an inclined block 12 underneath. The rivet 10 can be produced in series as a one-piece cast steel part.

Die Abschrägung des Blockes 12 bewirkt, daß das nachzurammende Teil 1 des Schlosses 2 beim Einbringen das Bodenmaterial unterhalb des Nietes 10 vom Schloß 2 verdrängt, so daß Schloßsprengungen entgegen gewirkt wird.The beveling of the block 12 has the effect that the part 1 of the lock 2 to be rammed displaces the soil material below the rivet 10 from the lock 2 when it is inserted, so that blasting of the lock is counteracted.

Des weiteren ist es möglich, was nicht dargestellt ist, in die Schloßkammer 8 vor dem Einbringen auf ganzer Länge ein genügend großes Stahlrohr einzuführen. Dieses Rohr soll verhindern, daß sich beim Einbringen größere Mengen Feinbestandteile des Bodens in der Schloßkammer 8 ansammeln. Dieses Rohr wird nach dem Einbringen gezogen und bei der nächsten Bohle wieder verwendet. Beim Einbringen oder Ziehen des Rohres könnte ein an das Rohr angeschlossenes Saug- oder Spülgerät ggf. in die Schloßkammer 8 gelangte Feinanteile des Bodens beseitigen. Es ist auch möglich, während des Ziehens des Rohres durch gleichzeitiges Verpressen der Schloßkammer 8 mit der Dichtungsmasse 9 die Schloßfuge zu schließen.Furthermore, it is possible, which is not shown, to insert a sufficiently large steel tube into the lock chamber 8 before it is introduced over its entire length. This pipe is intended to prevent accumulate large quantities of fine constituents of the soil in the lock chamber 8 when it is introduced. This pipe is pulled after insertion and used again on the next screed. When inserting or pulling the pipe, a suction or flushing device connected to the pipe could possibly remove fine parts of the soil that have entered the lock chamber 8. It is also possible to close the lock joint while pulling the tube by simultaneously compressing the lock chamber 8 with the sealing compound 9.

Je nach Beschaffenheit des Bodens kann es ratsam sein, den vorausgerammten Teil 7 des Schlosses 2 ebenfalls mit einem Niet, in diesem Fal ein herkömmliches Niet oder eine Schraube, zu verschließen und das Teil 7 des Schlosses (2) mit einem Polyethylenschlauch o.ä. zu füllen, um die Schlösser frei von Erdreich zu halten.Depending on the nature of the floor, it may be advisable to also close the pre-rammed part 7 of the lock 2 with a rivet, in this case a conventional rivet or a screw, and the part 7 of the lock (2) with a polyethylene hose or similar. fill to keep the locks clear of soil.

Nachdem die Spundbohlen 3, 4 eingebracht und die Schloßkammer 8, falls notwendig, gereinigt ist, wird die Dichtungsmasse 9 in die Schloßkammer 8 gefüllt. Dies kann mit Hilfe einer nicht dargestellten Lanze o.ä. geschehen.After the sheet piles 3, 4 are inserted and the lock chamber 8 is cleaned, if necessary, the sealing compound 9 is filled into the lock chamber 8. This can be done with the help of a lance, not shown. happen.

Wie die Fig. 6 zeigt, ist das Teil 1 des Schlosses 2 als separates Profil hergestellt und mit dem Teil 7 der Spundbohle 14 mit einem entsprechenden Teil 13 werksseitig verhakt und verschweißt 15.As FIG. 6 shows, part 1 of the lock 2 is produced as a separate profile and hooked and welded 15 to the part 7 of the sheet pile 14 with a corresponding part 13 in the factory.

Claims (13)

Spundwand zur Vertikalabdichtung von flüssigkeitsführenden und/oder gasführenden Schichten, insbesondere zur Abdichtung kontaminierter Erdschichten, wobei die die Spundwand bildenden Spundbohlen durch Schlösser verbunden sind, die jeweils aus zwei hakenförmig ineinandergreifenden Teilen bestehen und mit einer Dichtungsmasse abgedichtet sind, dadurch gekennzeichnet, daß jeweils ein Teil (1) des Schlosses (2) längere Stege (5,6) in Richtung der Profilhöhe der Spundbohle (4) zum Hakenende aufweist als der andere Teil (7) und beide Teile (1,7) des Schlosses (2) zwischen sich eine vertikale Schloßkammer (8) bilden, die mit einer Dichtungsmasse (9) verfüllt ist.Sheet pile for the vertical sealing of liquid-bearing and / or gas-bearing layers, in particular for sealing contaminated layers of earth, the sheet piles forming the sheet pile being connected by locks, which each consist of two hook-shaped interlocking parts and are sealed with a sealing compound, characterized in that one part each (1) of the lock (2) longer webs (5,6) in the direction of the profile height of the sheet pile (4) to the hook end than the other part (7) and both parts (1,7) of the lock (2) one between them form a vertical lock chamber (8) which is filled with a sealing compound (9). Spundwand nach Anspruch 1, dadurch gekennzeichnet, daß der Teil (1) des Schlosses (2) mit den längeren Stegen (5,6) ein separates Profil ist.Sheet pile according to claim 1, characterized in that the part (1) of the lock (2) with the longer webs (5, 6) is a separate profile. Verfahren zur Herstellung einer Spundwand nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß in den jeweils vorauseilenden Teil des Schlosses ineinandergreifender Spundbohlen mit den kürzeren Stegen zum Hakenende der Teil des Schlosses der nacheilenden Spundbohle mit den längeren Stegen zum Hakenende unter Bildung der vertikalen Schloßkammer nachgerammt wird, wonach die Schloßkammer mit der Dichtungsmasse verfüllt wird.A method of manufacturing a sheet pile wall according to claim 1 or 2, characterized in that in the leading part of the lock interlocking sheet piles with the shorter webs to the hook end, the part of the lock of the trailing sheet pile with the longer webs to the hook end is rammed to form the vertical lock chamber , after which the lock chamber is filled with the sealant. Verfahren nach Anspruch 3, dadurch gekennzeichnet, daß der Teil des Schlosses der nachzurammenden Spundbohle mit den längeren Stegen zum Hakenende am unteren Ende vor dem Rammen mit einem Niet versehen wird.Method according to claim 3, characterized in that the part of the lock of the sheet pile to be rammed is provided with a rivet with the longer webs to the hook end at the lower end before ramming. Verfahren nach Anspruch 4, dadurch gekennzeichnet, daß das Niet einen konischen Schaft aufweist, der in das untere Ende vor dem Rammen eingeschlagen wird.A method according to claim 4, characterized in that the rivet has a conical shaft which is hammered into the lower end before ramming. Verfahren nach einem oder mehreren der Ansprüche 3 bis 5, dadurch gekennzeichnet, daß in den Teil des Schlosses der nachzurammenden Spundbohle mit den längeren Stegen zum Hakenende vor oder bei dem Rammen in ganzer Länge ein genügend großes Rohr eingeführt und nach dem Rammen wieder gezogen wird.Method according to one or more of claims 3 to 5, characterized in that a sufficiently large pipe is inserted into the part of the lock of the sheet pile to be rammed with the longer webs to the end of the hook before or during ramming and pulled again after ramming. Verfahren nach Anspruch 6, dadurch gekennzeichnet, daß mittels eines an dem Rohr angeschlossenen Saug- oder Spülgerätes beim Einbringen oder Ziehen des Rohres in die Schloßkammer gelangte Feinanteile des Bodens beseitigt werden.Method according to claim 6, characterized in that fine parts of the soil which have entered the lock chamber are removed by means of a suction or rinsing device connected to the tube when the tube is inserted or pulled. Verfahren nach einem oder mehreren der Ansprüche 3 bis 7, dadurch gekennzeichnet, daß der Teil des Schlosses der vorauseilenden Spundbohle mit den kürzeren Stegen zum Hakenende ebenfalls am unteren Ende mit einem Niet oder einer Schraube versehen wird.Method according to one or more of claims 3 to 7, characterized in that the part of the lock of the leading sheet pile with the shorter webs to the end of the hook is also provided with a rivet or a screw at the lower end. Verfahren nach Anspruch 8, dadurch gekennzeichnet, daß der Teil des Schlosses der vorauseilenden Spundbohle mit den kürzeren Stegen zum Hakenende auch auf seiner ganzen Länge mit einem geeigneten Mittel ausgefüllt wird.Method according to Claim 8, characterized in that the part of the lock of the sheet pile leading ahead with the shorter webs at the end of the hook is also filled over its entire length with a suitable means. Verfahren nach Anspruch 9, dadurch gekennzeichnet, daß der Teil des Schlosses der vorauseilenden Spundbohle mit den kürzeren Stegen zum Hakenende auf seiner ganzen Länge mit einem Schlauch ausgefüllt wird.Method according to claim 9, characterized in that the part of the lock of the sheet pile leading ahead with the shorter webs at the end of the hook is filled with a hose over its entire length. Verfahren nach einem oder mehreren der Ansprüche 3 bis 10, dadurch gekennzeichnet, daß die gebildete Schloßkammer mittels einer Lanze mit der Dichtungsmasse verfüllt wird.Method according to one or more of claims 3 to 10, characterized in that the lock chamber formed is filled with the sealing compound by means of a lance. Verfahren nach Anspruch 6 oder 7, dadurch gekennzeichnet, daß die Schloßkammer während des Ziehens des Rohres gleichzeitig mit einer Dichtungsmasse verpreßt wird.Method according to claim 6 or 7, characterized in that the lock chamber is simultaneously pressed with a sealing compound while the tube is being pulled. Verfahren nach einem oder mehreren der Ansprüche 3 bis 11, dadurch gekennzeichnet, daß die gebildete Schloßkammer mittels einer geschweißten Dichtnaht abgedichtet wird.Method according to one or more of claims 3 to 11, characterized in that the lock chamber formed is sealed by means of a welded sealing seam.
EP94108270A 1993-06-09 1994-05-28 Sheet pile wall Expired - Lifetime EP0628662B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4319152 1993-06-09
DE4319152 1993-06-09

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Publication Number Publication Date
EP0628662A2 true EP0628662A2 (en) 1994-12-14
EP0628662A3 EP0628662A3 (en) 1995-09-20
EP0628662B1 EP0628662B1 (en) 1998-02-04

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AT (1) ATE163056T1 (en)
DE (1) DE59405204D1 (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19725454A1 (en) * 1997-06-16 1999-01-21 Georg Wall Sheet-pile with outside hook strips for sheet-pile walling
NL1010408C2 (en) * 1998-10-27 2000-04-28 Rich Consultancy Forming watertight joint between sheet piles in retaining wall, using sheet piles with male and female joint members that hook together
LU90557B1 (en) 2000-03-29 2001-10-01 Internat Sheet Piling Company Method for driving sheet piles
WO2001073211A1 (en) * 2000-03-29 2001-10-04 International Sheet Piling Company Sarl Method for building sheet pile walls
GB2367321A (en) * 2000-09-30 2002-04-03 Corus Uk Ltd A seal for a metal sheet pile
DE10107374C1 (en) * 2001-02-16 2002-10-24 Georg Wall Lock joint for piles has channel section on one pile to receive rail on adjacent pile and with fluid expanded seal inside channel
NL1030999C2 (en) * 2006-01-25 2007-07-26 Johannes Gerardus Van Coterlet Method for manufacturing a sheet pile wall, as well as sheet pile board therefor.
CN103132504A (en) * 2012-03-05 2013-06-05 张继红 Pre-set water-proof stakes and inserting and pulling construction method thereof
US9155443B2 (en) 2011-09-21 2015-10-13 Whirlpool Corporation Dishwasher with multi-piece tub
RU2581591C1 (en) * 2012-07-03 2016-04-20 Арселормитталь Инвестигасион И Десаррольо С.Л. Method and apparatus for forming seal in sheet pile interlock chamber
US11136738B2 (en) * 2019-03-29 2021-10-05 The Trout Group, Inc. Structural sheet spur

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0264527A1 (en) * 1986-10-02 1988-04-27 Niederberg-Chemie GmbH Double-walled sealing for a ground barrier
EP0341194A2 (en) * 1988-05-05 1989-11-08 Hoesch Stahl Aktiengesellschaft Method for bolting sheet pile joints
GB2228760A (en) * 1989-03-03 1990-09-05 Univ Waterloo In-ground barrier

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0264527A1 (en) * 1986-10-02 1988-04-27 Niederberg-Chemie GmbH Double-walled sealing for a ground barrier
EP0341194A2 (en) * 1988-05-05 1989-11-08 Hoesch Stahl Aktiengesellschaft Method for bolting sheet pile joints
GB2228760A (en) * 1989-03-03 1990-09-05 Univ Waterloo In-ground barrier

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19725454A1 (en) * 1997-06-16 1999-01-21 Georg Wall Sheet-pile with outside hook strips for sheet-pile walling
DE19725454C2 (en) * 1997-06-16 1999-05-20 Georg Wall Sheet pile
NL1010408C2 (en) * 1998-10-27 2000-04-28 Rich Consultancy Forming watertight joint between sheet piles in retaining wall, using sheet piles with male and female joint members that hook together
US6939422B2 (en) 2000-03-29 2005-09-06 Arcelor Rails, Piles & Special Sections Method for building sheet pile walls
WO2001073211A1 (en) * 2000-03-29 2001-10-04 International Sheet Piling Company Sarl Method for building sheet pile walls
WO2001073209A1 (en) * 2000-03-29 2001-10-04 International Sheet Piling Company Sarl Method for driving sheet piles
US6769841B2 (en) 2000-03-29 2004-08-03 International Sheet Piling Company Sarl Method for driving sheet piles
LU90557B1 (en) 2000-03-29 2001-10-01 Internat Sheet Piling Company Method for driving sheet piles
GB2367321A (en) * 2000-09-30 2002-04-03 Corus Uk Ltd A seal for a metal sheet pile
GB2367321B (en) * 2000-09-30 2004-03-17 Corus Uk Ltd Metal sheet piling
DE10107374C1 (en) * 2001-02-16 2002-10-24 Georg Wall Lock joint for piles has channel section on one pile to receive rail on adjacent pile and with fluid expanded seal inside channel
EP1813727A2 (en) * 2006-01-25 2007-08-01 Van de Coterlet, Jan Method for producing a sheet pile wall and sheet pile plank therefor
NL1030999C2 (en) * 2006-01-25 2007-07-26 Johannes Gerardus Van Coterlet Method for manufacturing a sheet pile wall, as well as sheet pile board therefor.
EP1813727A3 (en) * 2006-01-25 2012-02-22 Sterk Midden Nederland B.V. Method for producing a sheet pile wall and sheet pile plank therefor
US8235630B2 (en) 2006-01-25 2012-08-07 Johannes Gerardus Van De Coterlet Method for producing a sheet pile wall and sheet pile plank therefor
US9155443B2 (en) 2011-09-21 2015-10-13 Whirlpool Corporation Dishwasher with multi-piece tub
US9510724B2 (en) 2011-09-21 2016-12-06 Whirlpool Corporation Dishwasher with multi-piece tub
US9549657B2 (en) 2011-09-21 2017-01-24 Whirlpool Corporation Dishwasher with multi-piece tub
CN103132504A (en) * 2012-03-05 2013-06-05 张继红 Pre-set water-proof stakes and inserting and pulling construction method thereof
RU2581591C1 (en) * 2012-07-03 2016-04-20 Арселормитталь Инвестигасион И Десаррольо С.Л. Method and apparatus for forming seal in sheet pile interlock chamber
US11136738B2 (en) * 2019-03-29 2021-10-05 The Trout Group, Inc. Structural sheet spur

Also Published As

Publication number Publication date
EP0628662B1 (en) 1998-02-04
ATE163056T1 (en) 1998-02-15
DE59405204D1 (en) 1998-03-12
EP0628662A3 (en) 1995-09-20

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