EP2216467B1 - Large container - Google Patents
Large container Download PDFInfo
- Publication number
- EP2216467B1 EP2216467B1 EP09001732A EP09001732A EP2216467B1 EP 2216467 B1 EP2216467 B1 EP 2216467B1 EP 09001732 A EP09001732 A EP 09001732A EP 09001732 A EP09001732 A EP 09001732A EP 2216467 B1 EP2216467 B1 EP 2216467B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- large container
- circular segment
- segment elements
- tensioning wire
- jacket tubes
- 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.)
- Active
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
- E04H7/18—Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
- E04H7/20—Prestressed constructions
Definitions
- the invention relates to a large container consisting of a base plate and on this or on a wall surrounding this foundation walls of prefabricated reinforced concrete circular segment elements, wherein the circular segment elements have at their mutually facing end faces of seals surrounding longitudinal grooves for receiving Injetations spallgut and between the end faces have at least one circumferential strands surrounding of cladding tubes, wherein one of the circular segment elements is designed as a guy element, in which the cladding tubes and the tensioning strand receiving them are guided crosswise to the outside.
- the invention further relates to a method for producing a corresponding large container.
- the DE 33 35 141 A1 discloses such a container.
- at least one tube is regularly inserted into the joints between two adjacent circular segment elements, via which injection filling material is injected into the longitudinal groove.
- a corresponding injection port is provided regularly for each longitudinal groove.
- the invention has for its object to show a large container and a method for producing a large container in which a single injection port cost, a complete, safe and satisfactory filling of all joints is achieved.
- the guy element has at least one casting tube in addition to the sheaths for the tensioning cable, which connects the two end faces of the guy element in the region of its groove.
- the diameters of the cladding tubes receiving the clamping wire exceed the diameter of the tensioning wire in such a way, and that the diameter of the casting tube of the anchoring element is dimensioned such that a horizontal Compensation of Injetechnischs spallgut on the ducts and / or grouting ducts from joint to joint is possible.
- One of the joints between the circular segment elements may have an injection port, via which injection filling material is filled from below into the groove of the first joint.
- injection filling material is filled from below into the groove of the first joint.
- FIG. 1 shows a large container 1, which consists of eight prefabricated reinforced concrete circular segment elements 2, wherein one of the eight circular segment elements is designed as guy element 3. Between the circle segment elements 2 but also the circle segment elements 2 and the guy element 3 joints 4 are formed. Each fugue is sealed at its outer edge. Between the sealing surfaces 5, the circular segment elements 2 and the guy element 3 grooves 6, which together give a space in which Injetechnischs hypollgut can be filled.
- FIG. 2 shows the guy 3 with the sealing surfaces 5 and the groove 6, 6 '.
- the section in the guy 3 is placed so that the cross-over cladding tubes 7 and 8 in the cladding tubes are visible.
- FIG. 3 shows the guy element 3 in a cutting height, in which the Vergußhüllrohr 9 can be seen.
- the Vergusshüllrohr 9 is solely for the transport and compensation of Injetechnischs hypothesis.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Foundations (AREA)
- Rigid Containers With Two Or More Constituent Elements (AREA)
Description
Die Erfindung betrifft einen Großbehälter, bestehend aus einer Bodenplatte und aus auf dieser bzw. auf einem diese umgebenden Fundament aufstehenden Wänden aus vorgefertigten Stahlbeton-Kreissegment-Elementen, wobei die Kreissegment-Elemente an ihren aneinander zugewandten Stirnseiten von Dichtungen umgebende Längsnute zur Aufnahme von Injektionsfüllgut aufweisen und zwischen den Stirnseiten mindestens eine von Hüllrohren umgebende, umlaufende Spannlitze besitzen, wobei eines der Kreissegment-Elemente als Abspannelement ausgebildet ist, bei dem die Hüllrohre und die sie aufnehmende Spannlitze über Kreuz nach außen geführt sind. Die Erfindung betrifft weiterhin ein Verfahren zur Herstellung eines entsprechenden Großbehälters.The invention relates to a large container consisting of a base plate and on this or on a wall surrounding this foundation walls of prefabricated reinforced concrete circular segment elements, wherein the circular segment elements have at their mutually facing end faces of seals surrounding longitudinal grooves for receiving Injektionsfüllgut and between the end faces have at least one circumferential strands surrounding of cladding tubes, wherein one of the circular segment elements is designed as a guy element, in which the cladding tubes and the tensioning strand receiving them are guided crosswise to the outside. The invention further relates to a method for producing a corresponding large container.
Die
Es ist aber auch schon bekannt geworden, dass z. B. nur jede zweite Fuge mit entsprechenden Injektionsanschlüssen versehen wird, und dass eine Verteilung des Injektionsfüllguts über die Hüllrohre erfolgt.But it has also become known that z. B. only every second joint is provided with corresponding injection ports, and that there is a distribution of Injektionsfüllguts on the cladding tubes.
Nachteilig ist jedoch, dass im Bereich des Abspannelementes die Hüllrohre zwecks Einführung der Spannlitze über Kreuz nach außen geführt werden. Dadurch ist bei der Injektion von Injektionsfüllgut z. B. in eine Nut des Abspannelements ein Austausch des Injektionsfüllgutes zur anderen Seite des Abspannelementes nicht möglich. Von daher müssten, um eine vollständige Injektion aller Fugen zu gewährleisten, auf jeden Fall mehrere Injektionsanschlüsse vorgesehen werden.The disadvantage, however, is that in the region of the guy element, the jacket tubes are guided crosswise outwards for the purpose of introducing the tensioning cable. Thereby is in the injection of Injektionsfüllgut z. B. in a groove of the guy element replacement of Injektionsfüllgutes to the other side of the guy element not possible. Therefore, in order to ensure a complete injection of all joints, at least several injection ports would have to be provided.
Der Erfindung liegt die Aufgabe zugrunde, einen Großbehälter und ein Verfahren zur Herstellung eines Großbehälters aufzuzeigen, bei dem über einen einzigen Injektionsanschluss kostengünstig eine vollständige, sichere und befriedigende Füllung sämtlicher Fugen erreicht wird.The invention has for its object to show a large container and a method for producing a large container in which a single injection port cost, a complete, safe and satisfactory filling of all joints is achieved.
Zur Lösung der Aufgabe wird vorgeschlagen, dass das Abspannelement neben den Hüllrohren für die Spannlitze mindestens ein Vergusshüllrohr aufweist, welches die beiden Stirnseiten des Abspannelementes im Bereich seiner Nute miteinander verbindet.To solve the problem it is proposed that the guy element has at least one casting tube in addition to the sheaths for the tensioning cable, which connects the two end faces of the guy element in the region of its groove.
Durch das Vergusshüllrohr wird gewährleistet, dass auch im Bereich des Abspannelements eine gleichmäßige Verteilung des Injektionsfüllguts von Nute zu Nute erfolgen kann. Eine Unterbrechung des Flusses des Injektionsfüllgutes durch die kreuzweise nach außen gelegten Hüllrohre ist ausgeschlossen.By Vergusshüllrohr ensures that even in the region of the guy element a uniform distribution of Injektionsfüllguts can be made from groove to groove. An interruption of the flow of Injektionsfüllgutes by the crosswise outwardly placed ducts is excluded.
Dadurch ist die Injektion eines Behälters von einer Stelle aus möglich. Anders als früher kann sogar die Injektion direkt neben dem Abspannelement einsetzen. Vorteilhaft ist dabei, dass die Fugen dadurch wesentlich schneller und gleichmäßiger gefüllt werden und sich eine wesentlich höhere Dichtigkeitsgarantie ergibt. Ebenso werden Lufteinschlüsse vermieden.This allows the injection of a container from one place. Unlike before, even the injection can be placed directly next to the guy element. It is advantageous that the joints are thereby filled much faster and more uniform and results in a much higher tightness guarantee. Likewise, air pockets are avoided.
Von Vorteil ist, dass die Durchmesser der die Spannlitze aufnehmenden Hüllrohre den Durchmesser der Spannlitze derart übersteigen, und dass der Durchmesser des Vergusshüllrohres des Abspannelementes derart bemessen ist, dass ein horizontaler Ausgleich des Injektionsfüllgut über die Hüllrohre und/oder Vergusshüllrohre von Fuge zu Fuge möglich ist.It is advantageous that the diameters of the cladding tubes receiving the clamping wire exceed the diameter of the tensioning wire in such a way, and that the diameter of the casting tube of the anchoring element is dimensioned such that a horizontal Compensation of Injektionsfüllgut on the ducts and / or grouting ducts from joint to joint is possible.
Anstelle der Füllung der Fugen über die Hüllrohre können in den Kreissegment-Elementen zusätzlich zu den die Spannlitze aufnehmenden Hüllrohre, wie auch bei dem Abspannelement, zusätzlich Vergusshüllrohre vorgesehen werden, um eine optimale gleichmäßige Verteilung des Injektionsfüllgutes zu ermöglichen.Instead of the filling of the joints on the ducts in addition to the clamping strands receiving cladding, as well as the guy element, additional Vergusshüllrohre can be provided in the circular segment elements to allow optimal uniform distribution of Injektionsfüllgutes.
Für die Herstellung eines erfindungsgemäßen Großbehälters wird als eine Möglichkeit vorgeschlagen, die Kreissegment-Elemente auf einem Fundament aufzusetzen, mit den Spannlitzen zumindest vorzuspannen und anschließend eine Bodenplatte zu gießen, wobei die aufstehenden Kreissegment-Elemente als Schalung für die Bodenplatte dienen. Es besteht aber auch die Möglichkeit, z. B. vorgefertigt, segmentierte Stahlbetonbodenplatten vorzusehen, auf denen die Kreissegment-Elemente aufgestellt werden.For the production of a large container according to the invention is proposed as a way to set the circle segment elements on a foundation, at least pretension with the tension strands and then pour a bottom plate, the upstanding circular segment elements serve as a formwork for the bottom plate. But it is also possible, for. B. prefabricated to provide segmented reinforced concrete floor slabs on which the circular segment elements are placed.
Eine der Fugen zwischen den Kreissegment-Elementen kann einen Injektionsanschluss aufweisen, über den von unten Injektionsfüllgut in die Nut der ersten Fuge eingefüllt wird. Über die Hüllrohre und/oder Vergusshüllrohre kann das Injektionsfüllgut von einer zur nächsten Nut beidseitig der zunächst befüllten Nut strömen. Dadurch wird ein schnelles Befüllen sämtlicher Nute erreicht. Durch die Befüllung von unten nach oben werden Lufteinschlüsse vermieden.One of the joints between the circular segment elements may have an injection port, via which injection filling material is filled from below into the groove of the first joint. About the cladding and / or Vergußhüllrohre the Injektionsfüllgut can flow from one to the next groove on both sides of the first filled groove. As a result, a fast filling of all grooves is achieved. By filling from bottom to top, air pockets are avoided.
Die Erfindung wird anhand einer Zeichnung näher erläutert. Dabei zeigt:
-
Fig. 1 die schematische Draufsicht auf einen erfindungsgemäßen Großbehälter; -
Fig. 2 das Abspannelement mit einem Schnitt im Bereich der Hüllrohre; und -
Fig. 3 das Abspannelement mit einem Schnitt im Bereich des Vergusshüllrohres.
-
Fig. 1 the schematic plan view of a large container according to the invention; -
Fig. 2 the guy element with a cut in the region of the cladding tubes; and -
Fig. 3 the guy with a section in the Vergusshüllrohres.
- 11
- Großbehälterlarge containers
- 22
- Kreissegment-ElementCircle segment element
- 33
- Abspannelementanchoring element
- 44
- FugeGap
- 55
- Dichtflächesealing surface
- 66
- Nutgroove
- 77
- Hüllrohrcladding tube
- 88th
- Spannlitzetensioning wire
- 99
- VergusshüllrohrVergusshüllrohr
Claims (4)
- A large container (1), consisting of a bottom plate and of walls made of prefabricated reinforced concrete circular segment elements (2), which stand vertically on said bottom plate or on a foundation surrounding It, respectively, wherein the circular segment elements (2), on their front sides that face one another, encompass longitudinal grooves (6) surrounded by sealing surfaces (5) for accommodating injection fill and, between the front sides, have at least one tensioning wire (8), which is surrounded by jacket tubes (7), wherein one of the circular segment elements is embodied as a bracing element (3), in the case of which the jacket tubes (7) and the tensioning wire (8) that accommodates them are guided outwardly in a crosswise manner,
characterized in
that, in addition to the jacket tubes (7) for the tensioning wire (8), the bracing element (3) encompasses at least one socket jacket tube (9), which connects the two front sides of the brazing element (3) to one another in the area of Its groove (6). - The large container (1) according to claim 1,
characterized in
that provision is made for the large container (1) for at least one injection connection, which is preferably arranged in the area of one of the grooves (6). - The large container (1) according to claim 1 or 2,
characterized in
that Joints (4) are embodied between the circular segment elements (2) and that the diameters of the jacket tubes (7), which accommodate the tensioning wire (8), exceed the diameter of the tensioning wire (8) such that the diameter of the socket jacket tube (9) of the bracing element (3) Is dimensioned such that a horizontal adjustment of the injection fill is possible via the jacket tubes (7) and/or socket jacket tube (9) from joint (4) to joint (4). - A method for producing a large container (1) according to one of claims 1 to 3, in the case of which the circular segment elements (2), standing on the foundation or on a bottom plate, respectively, are joined to form a large container (1), and are connected to one another by means of the revolving tensioning wire (8), wherein the circular segment elements (2) are at least pretensioned against one another via the bracing element (3) and wherein the first groove (6) of a joint (4) is subsequently filled little by little via the at least one injection connection and the groove (6) is filled little by little via the jacket tubes (7) and via the socket jacket tubes (9) in the area of the bracing element (3).
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP09001732A EP2216467B1 (en) | 2009-02-07 | 2009-02-07 | Large container |
DK09001732.8T DK2216467T3 (en) | 2009-02-07 | 2009-02-07 | Large container |
PL09001732T PL2216467T3 (en) | 2009-02-07 | 2009-02-07 | Large container |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP09001732A EP2216467B1 (en) | 2009-02-07 | 2009-02-07 | Large container |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2216467A1 EP2216467A1 (en) | 2010-08-11 |
EP2216467B1 true EP2216467B1 (en) | 2012-10-03 |
Family
ID=40792619
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09001732A Active EP2216467B1 (en) | 2009-02-07 | 2009-02-07 | Large container |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2216467B1 (en) |
DK (1) | DK2216467T3 (en) |
PL (1) | PL2216467T3 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104389453A (en) * | 2014-11-17 | 2015-03-04 | 中国海洋石油总公司 | Pre-stressed steel strand buttress system applicable for super-large type LNG (Liquefied Natural Gas) full-capacity storage tank |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2463359B1 (en) * | 2010-12-09 | 2013-08-28 | Drössler GmbH Umwelttechnik | Large container |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1218245A (en) * | 1968-04-30 | 1971-01-06 | Kottler & Heron Ltd | Concrete structures |
CH658492A5 (en) | 1982-12-13 | 1986-11-14 | Brun Ag Elementwerk | CONTAINER MADE OF PRE-PREPARED CONCRETE ELEMENTS AND THEIR PRODUCTION. |
-
2009
- 2009-02-07 PL PL09001732T patent/PL2216467T3/en unknown
- 2009-02-07 EP EP09001732A patent/EP2216467B1/en active Active
- 2009-02-07 DK DK09001732.8T patent/DK2216467T3/en active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104389453A (en) * | 2014-11-17 | 2015-03-04 | 中国海洋石油总公司 | Pre-stressed steel strand buttress system applicable for super-large type LNG (Liquefied Natural Gas) full-capacity storage tank |
Also Published As
Publication number | Publication date |
---|---|
PL2216467T3 (en) | 2013-03-29 |
DK2216467T3 (en) | 2013-01-21 |
EP2216467A1 (en) | 2010-08-11 |
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