EP0648298B1 - Process for carrying out civil engineering works - Google Patents
Process for carrying out civil engineering works Download PDFInfo
- Publication number
- EP0648298B1 EP0648298B1 EP94913007A EP94913007A EP0648298B1 EP 0648298 B1 EP0648298 B1 EP 0648298B1 EP 94913007 A EP94913007 A EP 94913007A EP 94913007 A EP94913007 A EP 94913007A EP 0648298 B1 EP0648298 B1 EP 0648298B1
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- European Patent Office
- Prior art keywords
- shafts
- shaft
- dump
- landfill
- tunnel
- 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 - Lifetime
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
Definitions
- the invention relates to a method for performing Construction work on the bottom of an existing landfill.
- GB-A-667 988 describes a process for the production of Construction pits known for the laying of pipes, in which excavation pits are dug next to each other, the one on the sole to a continuous work space with each other get connected.
- To manufacture the construction pits is a cross section of an existing sheet of metal Rectangular, open bottom and top lining on the floor put on and by dredging the soil within the Feed the pit made, which if necessary additionally weighted feed according to progression of the excavation sinks into the pit on its own.
- the known The method is not suitable for landfills because of its composition of the landfill body to the penetration of the feed opposed high resistances. It is also suitable the known method only for pits by comparison shallow depth.
- the invention has for its object a method for Implementation of construction work in the area of a sole to indicate an existing landfill that is easy to carry out and by a low effort and a high degree of Occupational safety distinguishes.
- This object is achieved in that in a distance from each other several accessible shafts as cased large holes through the landfill body of the Landfill down to the bottom of the landfill that the Sinking the shafts close to the bottom of the landfill mechanically and directly above the bottom of the landfill manually is carried out and that the shafts at the level of the landfill bottom through a walkable tunnel to a continuous one Work space to be connected, the walls of which are supported by means of inserted support elements.
- comparatively small-volume shafts through tunnel sections are connected to each other in the area of the landfill sole a sufficiently large work space for implementation of the upcoming construction measures.
- shafts As cased large-bore holes achieved a stable and safe shoring and that Volume of excavation required is minimized.
- the space requirement the construction site on the landfill is small, so that also a possible disruption of the actual landfill operation can be limited to a small extent.
- a Outgassing of the landfill is largely avoided since the piped Shaft walls are closed. Accordingly also an undesirable introduction of oxygen into the landfill kept low.
- a ventilation provided according to the invention of the work space at the level of the landfill floor can be the inventive method by the arrangement of Design manholes very effectively, because that is to be weathered Room volume is small and the flow path is clearly specified is. Any necessary water drainage can be carried out in the shafts in a technically simple manner.
- the sinking of the shafts can advantageously be done mechanically be performed. Only in the area of the landfill sole the shafts are sunk manually to prevent damage to avoid the basic sealing of the landfill.
- the method according to the invention is particularly suitable Measures for progressive renovation work. So can in a further development of the invention be provided that after Completion of construction work in the of two shafts and the piping formed in a tunnel section one first shaft is pulled and the other A third cased shaft on the side of the second shaft sunk and through an accessible tunnel to the second Shaft is connected. In this way, the individual close Working spaces at the level of the landfill bottom, while shaft openings in one on the landfill body Distance from each other. With the sinking of the third shaft can be excavated if the first shaft is not filled should remain.
- the inventive method is also suitable for Pull the pipework of the manholes at certain intervals To expand gas wells or at suitable locations, for example the junctions of drainage pipes in a main collector To create inspection shafts.
- FIG. 1 shows the arrangement of two through cased large holes Shafts 1, 2 formed by a landfill body 3 have been sunk down to a landfill base 4 are.
- Shafts 1, 2 are accessible and have one Diameter of about 2.5 m. Their center distance is approximately 5.5 m.
- the two are at the level of the landfill base 4 Shafts 1, 2 connected by a tunnel 5, the mining is approached.
- the tunnel 5 is also accessible and has a height of about 2.0 m and a width of about 1.0 m.
- the landfill body 3 is around the tunnel 5 by means of rammed skewers 6 attached.
- the tunnel walls can additionally be supported and sealed with plates.
- the both shafts 1, 2 and the tunnel 5 are located immediately over one made of stoneware drainpipes, for example existing drainage line 7, which is on a sole waterproofing 8 is laid and covered with a gravel bed 9.
- FIG. 1 illustrates, according to the known burst lining method to renew the drainage line 7.
- the stoneware pipes expanded within the work area.
- a burst lining missile 11 is attached through the shaft 2 introduced into the work space and using the burst lining missile 11 while destroying the existing ones Stoneware pipes in the existing pipe duct of the drainage line 7 moved in.
- the jacking is done by a pull rope 12 previously inserted into the drainage line 7 supported.
- the pull rope 12 runs through the drainage line 7 at a suitable distance from the shafts 1,2 constructed above the drainage line 7 second shaft arrangement or to an end pit located next to the landfill and is led to a winch there.
- the pull rope 12 runs through the drainage line 7 at a suitable distance from the shafts 1,2 constructed above the drainage line 7 second shaft arrangement or to an end pit located next to the landfill and is led to a winch there.
- When moving in the pipeline string 10 is guided on guide rollers 13, which are arranged in the shaft 2.
- a roller carriage 14 ensures the guidance of the pipeline rod.
- the method according to the invention is also suitable for production of a main collector under a landfill.
- a main collector under a landfill.
- the collector pipes are created in the work space laid in a pipe bed on the bottom of the landfill, with encased in a gravel fill and backfilled.
- the piping of the first shaft and behind the second shaft a third shaft is sunk, which in turn has a Tunnel connection is connected to the second shaft.
- the main collector can now be removed from the second shaft to the third shaft. Progressing in this way the pipeline of the collector is created.
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Processing Of Solid Wastes (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Sewage (AREA)
Abstract
Description
Die Erfindung betrifft ein Verfahren zur Durchführung von Bauarbeiten im Bereich der Sohle einer bestehenden Deponie.The invention relates to a method for performing Construction work on the bottom of an existing landfill.
Bei Deponien für Müll und andere Abfälle besteht häufig das Problem, daß die vorhandenen Einrichtungen zur Fassung von Sickerwasser und Gas den Anforderungen nicht mehr genügen oder unbrauchbar geworden sind und daher einer Erneuerung bedürfen. Ebenso bestehen Probleme mit der Dichtigkeit der Deponiebasis, weil diese dem heutigen Stand der Anforderungen an eine Basisabdichtung nicht genügt oder weil sie durch standortbedingte Einflüsse schadhaft geworden ist. Will man die genannte Drainage- und Abdichteinrichtungen sanieren, so ist es häufig unvermeidlich, daß Bauarbeiten auf der Deponiesohle durchgeführt werden müssen. Um dies zu ermöglichen, ist es notwendig, den Müllkörper einer Deponie mit Hilfe von Schachtbauwerken zu durchdringen, die je nach Höhe des Müllkörpers Tiefen von bis zu 30 m erreichen können. Die Herstellung solcher Schachtbauwerke in herkömmlicher Grubenbauweise ist außerordentlich aufwendig und mit einer Reihe von weiteren Nachteilen verbunden.This is often the case with landfills for garbage and other waste Problem that the existing facilities for the version of Leachate and gas no longer meet the requirements or have become unusable and therefore a renewal need. There are also problems with the tightness of the Landfill base because this is the current state of the requirements a basic seal is not enough or because it has become damaged due to location-related influences. Do you want the mentioned drainage and sealing devices renovate, it is often inevitable that construction work must be carried out on the bottom of the landfill. To do this allow, it is necessary to dump the garbage of a landfill to penetrate with the help of shaft structures, which depending on Height of the garbage body can reach depths of up to 30 m. The production of such shaft structures in conventional Pit construction is extremely complex and with a number of other disadvantages.
Aus der Zeitschrift "Müll und Abfall", Heft 1/1988, Seiten 1 bis 6, ist ein Verfahren zum Abteufen eines Hilfsschachts für die Durchführung von Sanierungsarbeiten an der Drainage einer Mülldeponie bekannt. Bei diesem Verfahren wurden nach Voraushub eines Schachtabschnitts mittels eines Greifers und Begradigen der Schachtwand von Hand ein aus Liner-Plates zusammengesetztes Futter schrittweise von oben nach unten eingebaut. Die Liner-Plates bestehen aus einem gebogenen, gewellten Blech von ca. 50 cm Höhe und werden in den senkrechten Fugen überlappt verschraubt. In den Horizontalfugen sind im Wellental Flanschen angeordnet. Dieses Verfahren ist sehr zeitaufwendig, da es zum großen Teil Handarbeit erfordert.From the magazine "Rubbish and Waste", issue 1/1988, pages 1 to 6 is a procedure for sinking an auxiliary shaft for carrying out renovation work on the drainage known a landfill. In this procedure, Advance excavation of a shaft section using a gripper and straighten the shaft wall by hand from liner plates compound feed gradually from top to bottom installed below. The liner plates consist of a curved, corrugated sheet of approximately 50 cm in height and are used in the screwed overlapping vertical joints. In the horizontal joints are arranged in the trough flanges. This method is very time consuming as it is mostly hand made required.
Aus der GB-A-667 988 ist ein Verfahren zur Herstellung von Baugruben für die Verlegung von Rohren bekannt, bei dem in einem Abstand nebeneinander Baugruben ausgehoben werden, die auf der Sohle zu einem durchgehenden Arbeitsraum miteinander verbunden werden. Zur Herstellung der Baugruben wird ein aus Blechtafeln bestehendes, im Querschnitt rechteckiges, unten und oben offenes Futter auf den Boden aufgesetzt und durch Ausbaggern des Erdreichs innerhalb des Futters die Grube hergestellt, wobei das gegebenenfalls zusätzlich beschwerte Futter entsprechend dem Fortschreiten des Aushubs von alleine in die Grube sinkt. Das bekannte Verfahren ist für Deponien nicht geeignet, da die Zusammensetzung des Deponiekörpers dem Eindringen des Futters zu hohe Widerstände entgegensetzt. Darüberhinaus eignet sich das bekannte Verfahren nur für Gruben von vergleichsweise geringer Tiefe.GB-A-667 988 describes a process for the production of Construction pits known for the laying of pipes, in which excavation pits are dug next to each other, the one on the sole to a continuous work space with each other get connected. To manufacture the construction pits is a cross section of an existing sheet of metal Rectangular, open bottom and top lining on the floor put on and by dredging the soil within the Feed the pit made, which if necessary additionally weighted feed according to progression of the excavation sinks into the pit on its own. The known The method is not suitable for landfills because of its composition of the landfill body to the penetration of the feed opposed high resistances. It is also suitable the known method only for pits by comparison shallow depth.
Der Erfindung liegt die Aufgabe zugrunde, ein Verfahren zur Durchführung von Bauarbeiten im Bereich der Sohle einer bestehenden Deponie anzugeben, das einfach durchführbar ist und sich durch einen geringen Aufwand und ein hohes Maß an Arbeitssicherheit auszeichnet.The invention has for its object a method for Implementation of construction work in the area of a sole to indicate an existing landfill that is easy to carry out and by a low effort and a high degree of Occupational safety distinguishes.
Diese Aufgabe wird erfindungsgemäß dadurch gelöst, daß in einem Abstand voneinander mehrere begehbare Schächte als verrohrte Großlochbohrungen durch den Deponiekörper der Deponie bis auf die Deponiesohle abgeteuft werden, daß das Abteufen der Schächte bis in die Nähe der Deponiesohle maschinell und unmittelbar über der Deponiesohle manuell durchgeführt wird und daß die Schächte in Höhe der Deponiesohle durch einen begehbaren Tunnel zu einem durchgehenden Arbeitsraum miteinander verbunden werden, dessen Wände mittels eingebrachter Stützelemente abgestützt werden.This object is achieved in that in a distance from each other several accessible shafts as cased large holes through the landfill body of the Landfill down to the bottom of the landfill that the Sinking the shafts close to the bottom of the landfill mechanically and directly above the bottom of the landfill manually is carried out and that the shafts at the level of the landfill bottom through a walkable tunnel to a continuous one Work space to be connected, the walls of which are supported by means of inserted support elements.
Nach dem erfindungsgemäßen Verfahren wird mit Hilfe von vergleichsweise kleinvolumigen Schächten, die durch Tunnelabschnitte miteinander verbunden sind, im Bereich der Deponiesohle ein ausreichend großer Arbeitsraum zur Durchführung der anstehenden Baumaßnahmen geschaffen. Hierbei wird durch die Ausführung der Schächte als verrohrte Großlochbohrungen ein stabiler und sicherer Verbau erreicht und das Volumen des erforderlichen Aushubs minimiert. Der Platzbedarf der Baustelle auf der Deponie ist hierbei gering, so daß auch eine eventuelle Störung des tatsächlichen Deponiebetriebes auf ein geringes Maß beschränkt werden kann. Ein Ausgasen der Deponie wird weitgehend vermieden, da die verrohrten Schachtwände geschlossen sind. Entsprechend wird auch ein unerwünschter Sauerstoffeintrag in die Deponie gering gehalten. Eine erfindungsgemäß vorgesehene Bewetterung des Arbeitsraums in Höhe der Deponiesohle läßt sich bei dem erfindungsgemäßen Verfahren durch die Anordnung der Schächte sehr effektiv gestalten, da das zu bewetternde Raumvolumen gering ist und der Strömungsweg eindeutig vorgegeben ist. Auch eine eventuell notwendige Wasserhaltung ist in den Schächten auf technisch einfache Weise durchführbar. Das Abteufen der Schächte kann vorteilhaft maschinell durchgeführt werden. Lediglich im Bereich der Deponiesohle werden die Schächte manuell abgeteuft, um eine Beschädigung der Basisabdichtung der Deponie zu vermeiden.According to the method of the invention, comparatively small-volume shafts through tunnel sections are connected to each other in the area of the landfill sole a sufficiently large work space for implementation of the upcoming construction measures. Here will through the execution of the shafts as cased large-bore holes achieved a stable and safe shoring and that Volume of excavation required is minimized. The space requirement the construction site on the landfill is small, so that also a possible disruption of the actual landfill operation can be limited to a small extent. A Outgassing of the landfill is largely avoided since the piped Shaft walls are closed. Accordingly also an undesirable introduction of oxygen into the landfill kept low. A ventilation provided according to the invention of the work space at the level of the landfill floor can be the inventive method by the arrangement of Design manholes very effectively, because that is to be weathered Room volume is small and the flow path is clearly specified is. Any necessary water drainage can be carried out in the shafts in a technically simple manner. The sinking of the shafts can advantageously be done mechanically be performed. Only in the area of the landfill sole the shafts are sunk manually to prevent damage to avoid the basic sealing of the landfill.
Das erfindungsgemäße Verfahren eignet sich im besonderen Maße für eine fortschreitende Durchführung von Sanierungsarbeiten. So kann in weiterbildung der Erfindung vorgesehen sein, daß nach Beendigung der Bauarbeiten in dem von zwei Schächten und einem Tunnelabschnitt gebildeten Arbeitsraum die Verrohrung eines ersten Schachtes gezogen wird und auf der anderen Seite des zweiten Schachts ein dritter verrohrter Schacht abgeteuft und durch einen begehbaren Tunnel an den zweiten Schacht angebunden wird. Auf diese Weise schließen die einzelnen Arbeitsräume in Höhe der Deponiesohle aneinander an, während auf dem Deponiekörper Schachtöffnungen in einem Abstand voneinander vorhanden sind. Mit dem bei dem Abteufen des dritten Schachtes anfallenden Aushubmaterial kann der erste Schacht wieder verfüllt werden, wenn dieser nicht bestehen bleiben soll.The method according to the invention is particularly suitable Measures for progressive renovation work. So can in a further development of the invention be provided that after Completion of construction work in the of two shafts and the piping formed in a tunnel section one first shaft is pulled and the other A third cased shaft on the side of the second shaft sunk and through an accessible tunnel to the second Shaft is connected. In this way, the individual close Working spaces at the level of the landfill bottom, while shaft openings in one on the landfill body Distance from each other. With the sinking of the third shaft can be excavated if the first shaft is not filled should remain.
Das erfindungsgemäße Verfahren eignet sich ferner dazu, beim Ziehen der Verrohrung der Schächte in bestimmten Abständen Gasbrunnen auszubauen oder an geeigneten Stellen, beispielsweise den Einmündungen von Drainagerohren in einen Hauptsammler Kontrollschächte zu erstellen.The inventive method is also suitable for Pull the pipework of the manholes at certain intervals To expand gas wells or at suitable locations, for example the junctions of drainage pipes in a main collector To create inspection shafts.
Die Erfindung wird nachfolgend anhand eines Ausführungsbeispieles näher erläutert, das in der Zeichnung dargestellt ist. Es zeigen
- Fig. 1
- einen Querschnitt durch eine Anordnung zweier mit einem Tunnel verbundener Schächte zur Bildung eines Arbeitsraumes für eine Sanierung von Sickerwasserleitungen auf einer Deponiesohle mittels Berstlining.
- Fig. 2
- einen Schnitt durch die Schachtanordnung gemäß Fig. 1 entlang der Linie A-A.
- Fig. 1
- a cross section through an arrangement of two shafts connected to a tunnel to form a work space for the renovation of leachate pipes on a landfill base by means of burst lining.
- Fig. 2
- a section through the shaft arrangement of FIG. 1 along the line AA.
Figur 1 zeigt die Anordnung zweier durch verrohrte Großlochbohrungen
gebildeter Schächte 1, 2, die durch einen Deponiekörper
3 bis auf eine Deponiesohle 4 abgeteuft worden
sind. Die Schächte 1, 2 sind begehbar und haben einen
Durchmesser von etwa 2,5 m. Ihr Mittenabstand beträgt etwa
5,5 m. Auf der Höhe der Deponiesohle 4 sind die beiden
Schächte 1, 2 durch einen Tunnel 5 verbunden, der bergmännisch
angefahren wird. Der Tunnel 5 ist ebenfalls begehbar
und hat eine Höhe von etwa 2,0 m und eine Breite von etwa
1,0 m. Um den Tunnel 5 herum ist der Deponiekörper 3 mittels
eingerammter Spieße 6 befestigt. Die Tunnelwände können
zusätzlich mit Platten abgestützt und abgedichtet sein. Die
beiden Schächte 1, 2 und der Tunnel 5 befinden sich unmittelbar
über einer beispielsweise aus Steinzeug-Drainrohren
bestehenden Drainageleitung 7, die auf einer Sohlenabdichtung
8 verlegt und mit einem Kiesbett 9 abgedeckt ist.Figure 1 shows the arrangement of two through cased
Durch die beschriebene Anordnung der beiden durch den Tunnel
5 verbundenen Schächte 1, 2 wird über der Drainageleitung 7
ein Arbeitsraum geschaffen, der es ermöglicht, wie in Figur
1 veranschaulicht, nach dem bekannten Berstlining-Verfahren
die Drainageleitung 7 zu erneuern. Hierzu werden die Steinzeugrohre
innerhalb des Arbeitsraumes ausgebaut. Anschließend
wird ein neuer Rohrleitungsstrang 10, an dessen Ende
eine Berstlining-Rakete 11 befestigt ist, durch den Schacht
2 in den Arbeitsraum eingeführt und mit Hilfe der Berstlining-Rakete
11 unter gleichzeitiger Zerstörung der vorhandenen
Steinzeugrohre in den vorhandenen Rohrkanal der Drainageleitung
7 eingezogen. Der Vortrieb wird hierbei durch
ein zuvor in die Drainageleitung 7 eingeführtes Zugseil 12
unterstützt. Das Zugseil 12 verläuft durch die Drainageleitung
7 zu einer in geeigneter Entfernung von den Schächten
1,2 über der Drainageleitung 7 aufgebauten zweiten Schachtanordnung
oder zu einer neben der Deponie angeordneten Endgrube
und wird dort zu einer Winde geführt. Beim Einziehen
wird der Rohrleitungsstrang 10 an Führungsrollen 13 geführt,
die im Schacht 2 angeordnet sind. Auf dem Deponiekörper 3
sorgt ein Rollenwagen 14 für die Führung des Rohrleitungsstanges.By the described arrangement of the two through the
Nachdem der Rohrstrang 10 in den einen in Figur 1 links
dargestellten Abschnitt der Drainageleitung 7 eingezogen
ist, wird nach dem gleichen Verfahren über den Schacht 1 ein
weiterer Rohrleitungsstrang in den anderen, in Figur 1 rechts
dargestellten Abschnitt der Drainageleitung 7 eingezogen
und mit dem Rohrleitungsstrang 10 verbunden.After the
Während der Durchführung dieser Bauarbeiten wird der Arbeitsraum
bewettert, indem beispielsweise mit Hilfe eines
Gebläses dem Schacht 1 Frischluft zugeführt wird, die am Fuß
des Schachts 1 über den Tunnel 5 in den Schacht 2 gelangt
und durch diesen den Arbeitsraum wieder verläßt.During the execution of this construction work, the work space
weathered, for example with the help of a
Blower the shaft 1 fresh air is supplied to the foot
of shaft 1 reaches
Nach Beendigung der Bauarbeiten wird die Verrohrung der
Schächte 1, 2 gezogen und die Schächte werden wieder mit
Deponiematerial verfüllt.After completion of the construction work, the piping of the
Das erfindungsgemäße Verfahren eignet sich auch zur Herstellung eines Hauptsammlers unter einer Deponie. Hierbei werden nacheinander zwei verrohrte Schächte in einem Abstand von ca. 7,5 m bis auf die Basisabdichtung abgeteuft und zwischen den Schächten eine Tunnelverbindung hergestellt. Anschließend werden in dem so geschaffenen Arbeitsraum die Sammlerrohre in einem Rohrbett auf der Deponiesohle verlegt, mit einer Kiesschüttung ummantelt und wieder verfüllt. Ist ein Abschnitt des Hauptsammlers eingebaut, wird die Verrohrung des ersten Schachtes gezogen und hinter dem zweiten Schacht wird ein dritter Schacht abgeteuft, der wiederum über eine Tunnelverbindung mit dem zweiten Schacht verbunden wird. Der Ausbau des Hauptsammlers kann nun von dem zweiten Schacht zum dritten Schacht erfolgen. In dieser Weise fortschreitend wird der Rohrleitungsstrang des Sammlers erstellt.The method according to the invention is also suitable for production of a main collector under a landfill. Here are successively two cased shafts at a distance of approx. 7.5 m to the base seal and between a tunnel connection was established to the shafts. Subsequently the collector pipes are created in the work space laid in a pipe bed on the bottom of the landfill, with encased in a gravel fill and backfilled. Is a Section of the main collector installed, the piping of the first shaft and behind the second shaft a third shaft is sunk, which in turn has a Tunnel connection is connected to the second shaft. Of the The main collector can now be removed from the second shaft to the third shaft. Progressing in this way the pipeline of the collector is created.
Claims (3)
- A process for performing building works in the bed area of a dump loaded with refuse and other waste by sinking at least one man-sized, lined shaft extending to the dump bed (4), characterized in that several man-sized shafts (1, 2) are sunk a certain distance apart as cased large-diameter boreholes through the dump body (3) of the dump as far as the dump bed (4), that the sinking of the shafts (1, 2) is performed mechanically up to the vicinity of the dump bed (4) and manually in the area directly above the dump bed (4), and that the shafts (1, 2) are joined together at the level of the dump bed (4) by a man-sized tunnel (5) to form a continuous work space whose walls are supported by means of inserted support elements (6).
- The process according to claim 1, characterized in that the work space at the level of the dump bed (4) is ventilated through the shafts (1, 2).
- The process according to any one of the claims 1 or 2, characterized in that upon completion of the building works in the work space formed by two shafts (1, 2) and a tunnel section (5), the casing of the first shaft is withdrawn and a third cased shaft is sunk on the other side of the second shaft and is connected to the second shaft by a man-sized tunnel.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE4313239A DE4313239A1 (en) | 1993-04-22 | 1993-04-22 | Procedure for performing civil engineering work |
| DE4313239 | 1993-04-22 | ||
| PCT/DE1994/000438 WO1994024375A1 (en) | 1993-04-22 | 1994-04-18 | Process for carrying out civil engineering works |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0648298A1 EP0648298A1 (en) | 1995-04-19 |
| EP0648298B1 true EP0648298B1 (en) | 1998-06-24 |
Family
ID=6486140
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP94913007A Expired - Lifetime EP0648298B1 (en) | 1993-04-22 | 1994-04-18 | Process for carrying out civil engineering works |
Country Status (9)
| Country | Link |
|---|---|
| EP (1) | EP0648298B1 (en) |
| AT (1) | ATE167717T1 (en) |
| CZ (1) | CZ293594A3 (en) |
| DE (2) | DE4313239A1 (en) |
| HU (1) | HUT72260A (en) |
| PL (1) | PL306295A1 (en) |
| SK (1) | SK158794A3 (en) |
| TR (1) | TR27781A (en) |
| WO (1) | WO1994024375A1 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19619532C2 (en) * | 1996-05-15 | 1999-12-02 | Preussag Spezialtiefbau Gmbh | Method for producing a walkable tunnel connection between two adjacent, drilled shaft bores and device for carrying out the method |
| DE19721635C2 (en) * | 1997-05-23 | 2002-05-08 | Preussag Spezialtiefbau Gmbh | Device for pulling a pipe tour |
| CN106049543B (en) * | 2016-08-03 | 2019-07-30 | 中国铁路设计集团有限公司 | Tunnel inspection shaft with sluicing anti-floating function |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB667988A (en) * | 1949-01-24 | 1952-03-12 | Erwin Stengel | An improved constructional and lining device for use in trenching |
| US4026355A (en) * | 1975-06-30 | 1977-05-31 | Nrg Nufuel Company | Method for testing and monitoring for producing landfill gas |
| SE411053B (en) * | 1976-06-09 | 1979-11-26 | Morfeldt Carl Olof Oskar | WAY TO PREVENT GROUNDWATER CONTAMINATED BY HARMFUL SUBSTANCES FROM A LOCATION OF EXISTING PRODUCTS |
| DE2849245C2 (en) * | 1978-11-13 | 1982-06-16 | Wirth Maschinen- und Bohrgeräte-Fabrik GmbH, 5140 Erkelenz | Method for the drilling sinking and for the expansion of shafts and equipment for carrying out the method |
| FR2524351B1 (en) * | 1982-04-06 | 1985-10-31 | Celmetanche | PROCESS AND PLANT FOR THE COLLECTION OF GASES AND COLLECTED WATERS IN COMPACTED LANDFILLS OF URBAN RESIDUES OR OTHER |
| DE3330897C2 (en) * | 1983-08-26 | 1986-09-11 | Gkn Keller Gmbh, 6050 Offenbach | Method and device for the watertight and pollutant-tight enclosure of old deposits deposited on the ground |
| DE3423438A1 (en) * | 1984-06-26 | 1986-04-30 | Klaus Dr. 6242 Kronberg Wiemer | DEVICE FOR DETERMINATING SEPARATE WATER AND GAS FROM LANDFILLS |
| DE3607499A1 (en) * | 1986-03-07 | 1987-09-10 | Lehn Eckhard Vom | Method of sealing the soil surface area of an old or operating landfill site in a gastight and watertight manner |
| DE3941357A1 (en) * | 1989-12-15 | 1991-06-27 | Paurat F | Forming sealing structure under contaminated ground - uses tunnel-shaped pits on sealing section either side with three coupling lines |
| DE4018822A1 (en) * | 1990-06-12 | 1992-01-02 | Paurat F | Securing refuse dump by underground sealing structure |
| DE4040063A1 (en) * | 1990-12-14 | 1992-06-17 | Kunz Alfred & Co | Sealing of waste material stores - involves strip covering to seal waste in prepared sites |
| DE4122178A1 (en) * | 1991-07-04 | 1993-01-14 | Juergen Kreuzer | Dump dewatering piping - allowing leak detection and repair esp. with polyethylene@ sealant |
| DE4206424C2 (en) * | 1992-02-29 | 1994-02-17 | Paurat F | Arrangement for the introduction of a security structure under a landfill |
-
1993
- 1993-04-22 DE DE4313239A patent/DE4313239A1/en not_active Withdrawn
-
1994
- 1994-04-18 EP EP94913007A patent/EP0648298B1/en not_active Expired - Lifetime
- 1994-04-18 HU HU9403603A patent/HUT72260A/en unknown
- 1994-04-18 PL PL94306295A patent/PL306295A1/en unknown
- 1994-04-18 CZ CZ942935A patent/CZ293594A3/en unknown
- 1994-04-18 SK SK1587-94A patent/SK158794A3/en unknown
- 1994-04-18 AT AT94913007T patent/ATE167717T1/en not_active IP Right Cessation
- 1994-04-18 DE DE59406311T patent/DE59406311D1/en not_active Expired - Lifetime
- 1994-04-18 WO PCT/DE1994/000438 patent/WO1994024375A1/en active IP Right Grant
- 1994-04-22 TR TR00429/94A patent/TR27781A/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| ATE167717T1 (en) | 1998-07-15 |
| SK158794A3 (en) | 1995-05-10 |
| DE59406311D1 (en) | 1998-07-30 |
| HU9403603D0 (en) | 1995-03-28 |
| HUT72260A (en) | 1996-04-29 |
| PL306295A1 (en) | 1995-03-20 |
| WO1994024375A1 (en) | 1994-10-27 |
| CZ293594A3 (en) | 1995-06-14 |
| EP0648298A1 (en) | 1995-04-19 |
| DE4313239A1 (en) | 1994-10-27 |
| TR27781A (en) | 1995-08-09 |
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