EP0952258A2 - Shuttering element for an underground cast wall and method for its removal - Google Patents
Shuttering element for an underground cast wall and method for its removal Download PDFInfo
- Publication number
- EP0952258A2 EP0952258A2 EP99106413A EP99106413A EP0952258A2 EP 0952258 A2 EP0952258 A2 EP 0952258A2 EP 99106413 A EP99106413 A EP 99106413A EP 99106413 A EP99106413 A EP 99106413A EP 0952258 A2 EP0952258 A2 EP 0952258A2
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- Prior art keywords
- formwork
- concrete
- flat joint
- base body
- element according
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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
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
- E02D5/182—Bulkheads or similar walls made solely of concrete in situ using formworks to separate sections
Definitions
- the invention relates to a formwork element of a flat joint formwork with means for detaching or blasting off adhering concrete masses and of circulating concrete in the section-wise production of a diaphragm wall.
- Diaphragm walls are an important component in basic construction and serve, for example, as construction pit enclosures, retaining walls for jumps in the terrain or as sealing walls for dams and landfills. It is characteristic of the design of diaphragm walls that an open bottom slot is constantly stabilized by refilled support. As is known, diaphragm walls are produced step by step in individual construction sections, each section forming a concreting unit. The diaphragm wall sections are usually separated from one another by storage structures. In the past, steel shuttering pipes were used as support structures, which were recovered after the concrete had stiffened, which means that the pipes could not be pulled until the concrete had set. Extremely heavy pullers had to be used to pull.
- a tool for carrying out this method is characterized in that it has a body and two profiled parts which form lateral grooves sliding on the flanges of the formwork element, the lower part of the profiled part being chamfered in such a way that it forms a demoulding wedge.
- EP 0 374 051 B1 describes a formwork of an end joint of a cut of a diaphragm wall.
- the formwork for the end connection point of mold wall sections which comprises a plate and a box mounted thereon, has in cross section a longitudinal joint for inserting the connection point and is made up of at least two parts, and is equipped with connecting elements for successive connection in the longitudinal direction characterized in that the box of each part is set back from a corresponding end of the plate, and that the connecting elements are formed by a connecting piece which has essentially the same cross-section as the box and can be connected to the relevant plates of each of the parts by being in the interruption area of the boxes is inserted such that it overlaps the end areas of the plates.
- EP 0 402 247 B1 describes a method and a device for detaching a seal adhering to the concrete of a wall section cast in the floor.
- the method is characterized in that an impact is carried out on the side of the seal facing away from the concrete with the aid of a tool which is connected to the seal at a location above the joint.
- the invention is based on the object of a new formwork element of a flat joint formwork with means for detaching or blasting off adhering concrete masses and in particular of recycle concrete during the section-by-section production to specify a diaphragm wall, as well as a rational method for its expansion, which are distinguished from known means and methods by special efficiency and uncomplicated handling when detaching or blasting off adhering concrete masses and thereby promote the progress of construction and the difficulties that arise in sealing diaphragm wall sections better overcome and facilitate the progress of the work.
- a formwork element of the type specified in the preamble of claim 1 with the invention that it has a base body with arranged on the concrete side and forming vertical guide elements forming surface parts, between which a section of a horizontal plane U-shaped, with the back Form-fitting and force-fitting to the concrete mass, designed to accommodate a spreading device with a vertical passage pressure body in the horizontal direction between the surface parts of the guide elements, with these in positive engagement, is arranged displaceably.
- the use of a spreading device makes it much easier to blow off a flat joint formwork from the concrete in question, the application of impact is avoided and thus increased wear and tear and vibrations and increased construction site noise are prevented.
- Working with the spreading device to be used according to the invention allows rapid work progress with easy handling of the spreading device and the flat joint formwork interacting with it, and thus simultaneously contributes to the humanization of the corresponding work process.
- FIG. 1 shows a formwork element of a flat joint formwork 8 with means for detaching or blasting off adhering ones Concrete masses 10 and (not shown) of circulating concrete in the section-wise production of a diaphragm wall.
- the formwork element has a base body 1 with surface parts 3 arranged on the concrete side and forming vertical guide elements 2, between which there is a U-shaped section in the horizontal plane xx, with the back positively and non-positively against the concrete mass 10, for receiving a spreading device 4 with a vertical passage 5 formed pressure body 6 is arranged in the horizontal direction between the surface parts 3 of the guide elements 2 and with these in the form-locking manner.
- the formwork element is designed together with an expansion body 4 which can be inserted loosely from above as an integrating functional unit of the flat joint formwork 8. Furthermore, one embodiment provides that the spreading device 4 is designed, on the one hand, with a horizontal axis in frictional engagement with the base body 1 of the flat joint formwork 8, and, on the other hand, on the inner wall of the pressure body 6 for detaching the formwork element or base body 1 from adhering concrete mass 10.
- the base body or the formwork element 1 shows the base body or the formwork element 1 after detachment or detachment of adhering concrete masses 10, wherein the base body 1 with the integrated transverse wall has shifted to the right against the excavation 11 of the next section. As shown, the end wall of the base body 1 is sufficient to bridge the distance between the guide walls 7.
- FIG. 3 shows an advantageous embodiment of the invention, wherein a plurality of expansion bodies 4, preferably in cooperation with a lifting device 12, are connected to one another to form a unit 9 in the form of a push-off slide.
- the spreading device 4 can be a hydraulic or pneumatic piston / cylinder unit. However, it should not be excluded with the invention that the spreading device 4 can also be designed with an electromechanical spindle drive.
- the formwork element of a flat joint formwork 8 according to the invention is particularly advantageously suitable for use in the construction of a diaphragm wall and for section-wise progress with the installation of a flat joint formwork 8 designed according to claims 1 to 6, which can be assembled from formwork elements, and thus optimally achieves the task set out at the beginning .
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- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Geophysics And Detection Of Objects (AREA)
- Extrusion Moulding Of Plastics Or The Like (AREA)
Abstract
Description
Die Erfindung betrifft ein Schalungselement einer Flachfugenschalung mit Mitteln zum Ablösen bzw. Absprengen von anhaftenden Betonmassen sowie von Umlaufbeton bei der abschnittsweisen Herstellung einer Schlitzwand.The invention relates to a formwork element of a flat joint formwork with means for detaching or blasting off adhering concrete masses and of circulating concrete in the section-wise production of a diaphragm wall.
Schlitzwände bilden ein wichtiges Bauteil im Grundbau und dienen beispielsweise als Baugrubenumschließung, Stützmauer bei Gelängesprüngen oder als Dichtungswand bei Dämmen und Mülldeponien.
Charakteristisch für die Ausführung von Schlitzwänden ist, daß ein offener Bodenschlitz durch nachgefüllte Stützschlüssigkeit ständig stabilisiert wird.
Bekanntermaßen werden Schlitzwände schrittweise in einzelnen Bauabschnitten hergestellt, wobei jeder Abschnitt eine Betoniereinheit bildet. Die Schlitzwandabschnitte werden in der Regel durch Abstellkonstruktionen voneinander getrennt. In der Vergangenheit wurden als Abstellkonstruktionen unter anderem Abschalrohre aus Stahl verwendet, die nach Ansteifen des Betons wiedergewonnen wurden, das heißt, es konnte mit dem Ziehen der Rohre nicht gewartet werden, bis der Beton abgebunden war. Zum Ziehen mußten äußerst schwere Ziehgeräte eingesetzt werden.
Seit einigen Jahren ist man dazu übergegangen, als Abstellkonstruktionen Flachfugenschalungen zu verwenden, die erst nach dem Abbinden des Betons gelöst und ohne Ziehpressen gezogen werden. Weil aber insbesondere bei tiefen Schlitzwänden aufgrund von Unebenheiten und statischem Flüssigkeitsdruck in der ausgehobenen Wand beim Betoniervorgang flüssiger Beton hinter die Fugenschalung läuft, sogenannter Umlaufbeton, muß in vielen Fällen dennoch ein erheblicher Aufwand betrieben werden, um die Flachfugenschalungen vom fertiggestellten Schlitzwandbereich zu lösen.Diaphragm walls are an important component in basic construction and serve, for example, as construction pit enclosures, retaining walls for jumps in the terrain or as sealing walls for dams and landfills.
It is characteristic of the design of diaphragm walls that an open bottom slot is constantly stabilized by refilled support.
As is known, diaphragm walls are produced step by step in individual construction sections, each section forming a concreting unit. The diaphragm wall sections are usually separated from one another by storage structures. In the past, steel shuttering pipes were used as support structures, which were recovered after the concrete had stiffened, which means that the pipes could not be pulled until the concrete had set. Extremely heavy pullers had to be used to pull.
For some years now it has been adopted to use flat-joint formwork as support structures, which are only released after the concrete has set and can be pulled without drawing presses. However, because in particular with deep diaphragm walls due to unevenness and static liquid pressure in the excavated wall, liquid concrete runs behind the joint formwork during the concreting process, so-called circulating concrete, in many cases a considerable effort must nevertheless be made to detach the flat joint formwork from the finished diaphragm wall area.
In der EP 0 101 350 ist ein Verfahren und eine Vorrichtung zum Ausziehen der Schalung bei der Herstellung einer unterirdischen Schlitzwand beschrieben. Es handelt sich dabei um ein Verfahren zum Ausziehen eines Schalungselementes, welches bei der Herstellung einer Platte benutzt wird, die Bestandteil einer im Boden gegossenen Wand ist, wobei das Schalungselement einen mittleren profilierten Teil, dessen Profil einer Vertiefung entspricht, die in das Ende der herzustellenden Platten eingeformt werden soll, und zwei Flansche aufweist, die beiderseits des mittleren Teiles liegen. Das Verfahren ist gekennzeichnet durch folgende Verfahrensschritte:
- Verwenden eines Schalungselementes der oben genannten Art, das über die Oberfläche des Bodens vorragt;
- Montieren eines Werkzeuges auf dem vorragenden Teil des Schalungselementes, wobei das Werkzeug einen Körper und zwei profilierte Teile aufweist, die seitlich auf den Flanschen des Schalungselementes gleitende Nuten bilden, wobei der untere Teil der profilierten Teile derart angefast ist, daß er einen Entschalungskeil bildet;
- Aufbringen einer Rammbewegung auf das Werkzeug derart, daß die keilförmigen Bereiche der profilierten Teile zwischen die betonierte Platte und ihr zugehöriges Schalungselement gepreßt werden, bis die Keile zwischen die betonierte Platte und das Schalungselement eingeführt sind;
- Fortsetzen der Rammbewegung, um das Werkzeug immer tiefer einzusenken bis zum vollständigen Ablösen des Schalungselementes.
- Using a formwork element of the type mentioned above, which protrudes above the surface of the floor;
- Mounting a tool on the protruding part of the formwork element, the tool having a body and two profiled parts, which form sliding grooves laterally on the flanges of the formwork element, the lower part of the profiled parts being chamfered such that it forms a demoulding wedge;
- Applying a ramming motion to the tool such that the wedge-shaped areas of the profiled parts are pressed between the concrete slab and its associated formwork element until the wedges are inserted between the concrete slab and the formwork element;
- Continue the ramming movement to sink the tool deeper and deeper until the formwork element is completely detached.
Ein Werkzeug für die Durchführung dieses Verfahrens ist dadurch gekennzeichnet, daß es einen Körper und zwei profilierte Teile aufweist, die seitliche, auf den Flanschen des Schalungselementes gleitende Nuten bilden, wobei der untere Teil der profilierten Teil derart angefast ist, daß er einen Entschalungskeil bildet.A tool for carrying out this method is characterized in that it has a body and two profiled parts which form lateral grooves sliding on the flanges of the formwork element, the lower part of the profiled part being chamfered in such a way that it forms a demoulding wedge.
In EP 0 374 051 B1 ist eine Verschalung einer Endfuge eines Anschnittes einer Schlitzwand beschrieben. Die Schalung für die endseitige Verbindungsstelle von Formwandabschnitten, die eine Platte und einen auf dieser montierten Kasten umfaßt, im Querschnitt eine Längsfuge zum Einfügen der Verbindungsstelle aufweist und aus mindestens zwei Teilen aufgebaut ist, und zur aufeinanderfolgenden Verbindung in Längsrichtung mit Verbindungselementen ausgerüstet ist, ist dadurch gekennzeichnet, daß der Kasten jedes Teils gegenüber einem entsprechenden Ende der Platte zurückgesetzt ist, und daß die Verbindungselemente von einem Verbindungsstück gebildet sind, das im wesentlichen den gleichen Querschnitt hat wie der Kasten und mit den betreffenden Platten jedes der Teile verbindbar ist, indem es in den Unterbrechungsbereich der Kästen derart eingefügt wird, daß es die Endbereiche der Platten übergreift.EP 0 374 051 B1 describes a formwork of an end joint of a cut of a diaphragm wall. The formwork for the end connection point of mold wall sections, which comprises a plate and a box mounted thereon, has in cross section a longitudinal joint for inserting the connection point and is made up of at least two parts, and is equipped with connecting elements for successive connection in the longitudinal direction characterized in that the box of each part is set back from a corresponding end of the plate, and that the connecting elements are formed by a connecting piece which has essentially the same cross-section as the box and can be connected to the relevant plates of each of the parts by being in the interruption area of the boxes is inserted such that it overlaps the end areas of the plates.
Die EP 0 402 247 B1 beschreibt ein Verfahren und eine Vorrichtung zum Ablösen einer am Beton haftenden Dichtung eines im Boden gegossenen Wandabschnittes. Das Verfahren ist dadurch gekennzeichnet, daß auf die von dem Beton abgewandte Seite der Dichtung ein Stoß mit Hilfe eines Werkzeuges ausgeführt wird, das an einer über der Stoßstelle gelegenen Stelle mit der Dichtung verbunden ist.EP 0 402 247 B1 describes a method and a device for detaching a seal adhering to the concrete of a wall section cast in the floor. The method is characterized in that an impact is carried out on the side of the seal facing away from the concrete with the aid of a tool which is connected to the seal at a location above the joint.
Der Erfindung liegt die Aufgabe zugrunde, ein neues Schalungselement einer Flachfugenschalung mit Mitteln zum Ablösen bzw. Absprengen von anhaftenden Betonmassen sowie insbesondere von Umlaufbeton bei der abschnittsweisen Herstellung einer Schlitzwand anzugeben, sowie ein rationelles Verfahren zu dessen Ausbau, die sich gegenüber bekannten Mitteln und Verfahren durch besondere Effizienz und unkomplizierte Handhabung beim Ablösen bzw. Absprengen anhaftender Betonmassen auszeichnen und dadurch den Baufortschritt fördern und die sich beim Abdichten von Schlitzwand-Abschnitten ergebenden Schwierigkeiten besser überwinden und den Fortlauf der Arbeiten erleichtern.The invention is based on the object of a new formwork element of a flat joint formwork with means for detaching or blasting off adhering concrete masses and in particular of recycle concrete during the section-by-section production to specify a diaphragm wall, as well as a rational method for its expansion, which are distinguished from known means and methods by special efficiency and uncomplicated handling when detaching or blasting off adhering concrete masses and thereby promote the progress of construction and the difficulties that arise in sealing diaphragm wall sections better overcome and facilitate the progress of the work.
Zur Lösung der Aufgabe wird bei einem Schalungselement der im Oberbegriff von Anspruch 1 angegebenen Art mit der Erfindung vorgeschlagen, daß es einen Grundkörper mit betonseitig angeordneten und vertikale Führungselemente ausbildenden Flächenteilen aufweist, zwischen welchen ein im Schnitt einer horizontalen Ebene U-förmiger, mit dem Rücken form- und kraftschlüssig an der Betonmasse anliegender, zur Aufnahme einer Spreizvorrichtung mit einem vertikalen Durchlaß ausgebildeter Druckkörper in horizontaler Richtung zwischen den Flächenteilen der Führungselemente, mit diesen in Formschluß, verlagerbar angeordnet ist.To achieve the object is proposed in a formwork element of the type specified in the preamble of
Durch den Einsatz einer Spreizvorrichtung wird das Absprengen einer Flachfugenschalung vom anstehenden Beton wesentlich erleichtert, die Anwendung von Schlageinwirkung vermieden und damit erhöhter Verschleiß sowie Erschütterungen und erhöhter Baustellenlärm unterbunden. Das Arbeiten mit der erfindungsgemäß einzusetzenden Spreizvorrichtung erlaubt einen zügigen Arbeitsfortschritt bei problemloser Handhabung der Spreizvorrichtung und der damit zusammenwirkenden Flachfugenschalung und trägt damit gleichzeitig zur Humanisierung des entsprechenden Arbeitsprozesses bei.The use of a spreading device makes it much easier to blow off a flat joint formwork from the concrete in question, the application of impact is avoided and thus increased wear and tear and vibrations and increased construction site noise are prevented. Working with the spreading device to be used according to the invention allows rapid work progress with easy handling of the spreading device and the flat joint formwork interacting with it, and thus simultaneously contributes to the humanization of the corresponding work process.
Weitere Ausgestaltungen des Schalungselementes sind entsprechend den Unteransprüchen vorgesehen.Further configurations of the formwork element are provided in accordance with the subclaims.
Ein Verfahren zum Ausbau einer nach den Ansprüchen ausgebildeten, aus Schalungselementen zusammensetzbaren Flachfugenschalung ist gekennzeichnet durch die Arbeitsschritte:
- daß ein Spreizkörper bzw. eine zusammenhängende Einheit mehrerer Spreizkörper, beispielsweise in Form eines spreizbaren Abdrückschlittens, mit einer Hebevorrichtung von oben her in wenigstens jeweils einen vertikalen Durchlaß eines Flachfugenschalungs-Grundkörper eingeführt wird,
- daß Flachfugenschalungs-Grundkörper sukzessive bevorzugt von oben nach unten durch Spreizen des bzw. der Speizkörper vom anstehenden Beton abgesprengt werden,
- daß nach Absprengen der Flachfugenschalungs-Grundkörper vom Beton die komplette Flachfugenschalung enschließlich des bzw. der Druckkörper nach oben aus der Schlitzwand herausgezogen und ausgebaut werden.
- that a spreading body or a coherent unit of several spreading bodies, for example in the form of an expandable push-off slide, is inserted from above into at least one vertical passage of a flat joint formwork base body with a lifting device,
- that flat joint formwork basic bodies are successively blasted off from the concrete, preferably from top to bottom, by spreading the grouting body or bodies,
- that after the flat joint formwork basic body has blown off the concrete, the complete flat joint formwork is finally pulled out of the diaphragm wall and removed, and then removed.
Weitere Einzelheiten, Merkmale und Vorteile der Erfindung ergeben sich aus der nachstehenden Erläuterung eines in den Zeichnungen schematisch dargestellten Ausführungsbeispieles. Es zeigen:
- FIG.1
- eine Draufsicht auf eine im Bau befindliche Schlitzwand mit Einsatz eines Schalungselementes nach der Erfindung;
- FIG.2
- Schlitzwand mit Flachfugenschalung gemäß FIG.1 nach Absprengen der Betonmasse unter der Wirkung der Spreizvorrichtung in Draufsicht;
- FIG.3
- mehrere Spreizkörper im Zusammenwirken mit einer Hebevorrichtung in Seitenansicht, miteinander zu einer Einheit nach Art eines Abdrückschlittens verbunden.
- FIG. 1
- a plan view of a diaphragm wall under construction using a formwork element according to the invention;
- FIG. 2
- Diaphragm wall with flat joint formwork according to FIG. 1 after the concrete mass has blown off under the action of the spreading device in plan view;
- FIG. 3
- several expansion bodies in cooperation with a lifting device in side view, connected to one another in the manner of a push-off carriage.
Figur 1 zeigt ein Schalungselement einer Flachfugenschalung 8 mit Mitteln zum Ablösen bzw. Absprengen von anhaftenden Betonmassen 10 sowie (nicht gezeigt) von Umlaufbeton bei der abschnittsweisen Herstellung einer Schlitzwand. Das Schalungselement besitzt einen Grundkörper 1 mit betonseitig angeordneten und vertikale Führungselemente 2 ausbildenden Flächenteilen 3, zwischen welchen ein im Schnitt einer horizontalen Ebene x-x U-förmiger, mit dem Rücken form-und kraftschlüssig an der Betonmasse 10 anliegender, zur Aufnahme einer Spreizvorrichtung 4 mit einem vertikalen Durchlaß 5 ausgebildeter Druckkörper 6 in horizontaler Richtung zwischen den Flächenteilen 3 der Führungselemente 2 und mit diesen im Formschluß verlagerbar angeordnet ist. Das Schalungselement ist zusammen mit einem von oben her lose einsetzbaren Spreizkörper 4 als integrierende Funktionseinheit der Flachfugenschalung 8 ausgebildet. Weiter sieht eine Ausgestaltung vor, daß die Spreizvorrichtung 4 einerseits mit horizontaler Achse in kraftschlüssiger Anlage am Grundkörper 1 der Flachfugenschalung 8, und andererseits an der Innenwand des Druckkörpers 6 zum Absprengen des Schalungselementes bzw. Grundkörpers 1 von anhaftender Betonmasse 10 ausgebildet ist.FIG. 1 shows a formwork element of a flat joint formwork 8 with means for detaching or blasting off adhering ones
Dazu zeigt Figur 2 den Grundkörper bzw. das Schalungselement 1 nach erfolgtem Ablösen bzw. Absprengen von anhaftenden Betonmassen 10, wobei sich der Grundkörper 1 mit der integrierten Querwand nach rechts gegen den Aushub 11 des nächsten Abschnitts verschoben hat. Die Abschlußwand des Grundkörpers 1 reicht wie dargestellt zur Überbrückung des Abstandes zwischen den Leitwänden 7.2 shows the base body or the
Dazu zeigt Figur 3 eine vorteilhafte Ausgestaltung der Erfindung, wobei mehrere Spreizkörper 4 bevorzugt im Zusammenwirkung mit einer Hebevorrichtung 12 miteinander zu einer Einheit 9 in Form eines Abdrückschlittens verbunden sind.3 shows an advantageous embodiment of the invention, wherein a plurality of
Erfindungsgemäß kann die Spreizvorrichtung 4 eine hydraulische oder pneumatische Kolben/Zylinder-Einheit sein. Es soll aber mit der Erfindung nicht ausgeschlossen werden, daß die Spreizvorrichtung 4 auch mit einem elektromechanischen Spindeltrieb ausgebildet sein kann.According to the invention, the spreading
Das Schalungselement einer Flachfugenschalung 8 nach der Erfindung eignet sich in besonders vorteilhafter Weise zum Einsatz beim Bau einer Schlitzwand sowie zum abschnittsweisen Fortschritt unter Einbau einer nach den Ansprüchen 1 bis 6 ausgebildeten, aus Schalungselementen zusammensetzbaren Flachfugenschalung 8 und löst somit in optimaler Weise die eingangs gestellte Aufgabe.The formwork element of a flat joint formwork 8 according to the invention is particularly advantageously suitable for use in the construction of a diaphragm wall and for section-wise progress with the installation of a flat joint formwork 8 designed according to
Claims (7)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19817982 | 1998-04-22 | ||
DE19817982A DE19817982C1 (en) | 1998-04-22 | 1998-04-22 | Formwork element of a flat joint formwork and method for its expansion |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0952258A2 true EP0952258A2 (en) | 1999-10-27 |
EP0952258A3 EP0952258A3 (en) | 2000-01-05 |
EP0952258B1 EP0952258B1 (en) | 2002-10-23 |
Family
ID=7865451
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99106413A Expired - Lifetime EP0952258B1 (en) | 1998-04-22 | 1999-03-27 | Shuttering element for an underground cast wall and method for the removal thereof |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP0952258B1 (en) |
AT (1) | ATE226664T1 (en) |
DE (2) | DE19817982C1 (en) |
DK (1) | DK0952258T3 (en) |
ES (1) | ES2188052T3 (en) |
HK (1) | HK1023798A1 (en) |
PT (1) | PT952258E (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10519618B2 (en) | 2016-01-07 | 2019-12-31 | V-Forms, LLC | Forms for constructing subsurface structural elements that redirect soil forces |
CN114525777A (en) * | 2022-02-22 | 2022-05-24 | 上海市基础工程集团有限公司 | Self-pushing joint box for rubber steel plate water stop |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0101350A1 (en) | 1982-08-11 | 1984-02-22 | Sondages Injections Forages "S.I.F." Entreprise Bachy | Method and device for pulling out a shuttering at the realization of an underground cast wall |
EP0374051B1 (en) | 1988-12-14 | 1992-08-12 | SOLETANCHE Société Anonyme dite: | Form work for an end joint of a panel of a slurry wall |
EP0402247B1 (en) | 1989-06-06 | 1992-12-09 | Soletanche | Method and apparatus for loosening the panel and sealing of a wall moulded in the ground, from the concrete to which it adhers |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS56139306A (en) * | 1980-04-01 | 1981-10-30 | Takenaka Komuten Co Ltd | Locking pipe for construction of underground continuous wall |
DE9001679U1 (en) * | 1990-02-13 | 1991-06-13 | Bauer Spezialtiefbau GmbH, 8898 Schrobenhausen | Device for releasing formwork elements |
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1998
- 1998-04-22 DE DE19817982A patent/DE19817982C1/en not_active Expired - Fee Related
-
1999
- 1999-03-27 DE DE59903141T patent/DE59903141D1/en not_active Expired - Lifetime
- 1999-03-27 EP EP99106413A patent/EP0952258B1/en not_active Expired - Lifetime
- 1999-03-27 DK DK99106413T patent/DK0952258T3/en active
- 1999-03-27 AT AT99106413T patent/ATE226664T1/en active
- 1999-03-27 PT PT99106413T patent/PT952258E/en unknown
- 1999-03-27 ES ES99106413T patent/ES2188052T3/en not_active Expired - Lifetime
-
2000
- 2000-02-08 HK HK00100699A patent/HK1023798A1/en not_active IP Right Cessation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0101350A1 (en) | 1982-08-11 | 1984-02-22 | Sondages Injections Forages "S.I.F." Entreprise Bachy | Method and device for pulling out a shuttering at the realization of an underground cast wall |
EP0374051B1 (en) | 1988-12-14 | 1992-08-12 | SOLETANCHE Société Anonyme dite: | Form work for an end joint of a panel of a slurry wall |
EP0402247B1 (en) | 1989-06-06 | 1992-12-09 | Soletanche | Method and apparatus for loosening the panel and sealing of a wall moulded in the ground, from the concrete to which it adhers |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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US10519618B2 (en) | 2016-01-07 | 2019-12-31 | V-Forms, LLC | Forms for constructing subsurface structural elements that redirect soil forces |
US11118322B2 (en) | 2016-01-07 | 2021-09-14 | V-Forms, LLC | Forms for constructing subsurface structural elements that redirect soil forces |
US11781281B2 (en) | 2016-01-07 | 2023-10-10 | V-Forms, LLC | Forms and subsurface structural elements that redirect soil forces |
CN114525777A (en) * | 2022-02-22 | 2022-05-24 | 上海市基础工程集团有限公司 | Self-pushing joint box for rubber steel plate water stop |
Also Published As
Publication number | Publication date |
---|---|
ATE226664T1 (en) | 2002-11-15 |
HK1023798A1 (en) | 2000-09-22 |
DE59903141D1 (en) | 2002-11-28 |
DE19817982C1 (en) | 1999-11-18 |
EP0952258B1 (en) | 2002-10-23 |
PT952258E (en) | 2003-03-31 |
EP0952258A3 (en) | 2000-01-05 |
DK0952258T3 (en) | 2003-02-24 |
ES2188052T3 (en) | 2003-06-16 |
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