EP2216467B1 - Grossbehälter - Google Patents
Grossbehälter 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
Links
Images
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.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Rigid Containers With Two Or More Constituent Elements (AREA)
- Foundations (AREA)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DK09001732.8T DK2216467T3 (da) | 2009-02-07 | 2009-02-07 | Stor beholder |
PL09001732T PL2216467T3 (pl) | 2009-02-07 | 2009-02-07 | Duży pojemnik |
EP09001732A EP2216467B1 (de) | 2009-02-07 | 2009-02-07 | Grossbehälter |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP09001732A EP2216467B1 (de) | 2009-02-07 | 2009-02-07 | Grossbehälter |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2216467A1 EP2216467A1 (de) | 2010-08-11 |
EP2216467B1 true EP2216467B1 (de) | 2012-10-03 |
Family
ID=40792619
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09001732A Active EP2216467B1 (de) | 2009-02-07 | 2009-02-07 | Grossbehälter |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2216467B1 (da) |
DK (1) | DK2216467T3 (da) |
PL (1) | PL2216467T3 (da) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104389453A (zh) * | 2014-11-17 | 2015-03-04 | 中国海洋石油总公司 | 适用于超大型lng全容储罐的预应力钢绞线扶壁柱系统 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2463359B1 (de) * | 2010-12-09 | 2013-08-28 | Drössler GmbH Umwelttechnik | Großraumbehälter |
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 (de) | 1982-12-13 | 1986-11-14 | Brun Ag Elementwerk | Behaelter aus vorgefertigten betonelementen und seine herstellung. |
-
2009
- 2009-02-07 EP EP09001732A patent/EP2216467B1/de active Active
- 2009-02-07 DK DK09001732.8T patent/DK2216467T3/da active
- 2009-02-07 PL PL09001732T patent/PL2216467T3/pl unknown
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104389453A (zh) * | 2014-11-17 | 2015-03-04 | 中国海洋石油总公司 | 适用于超大型lng全容储罐的预应力钢绞线扶壁柱系统 |
Also Published As
Publication number | Publication date |
---|---|
EP2216467A1 (de) | 2010-08-11 |
PL2216467T3 (pl) | 2013-03-29 |
DK2216467T3 (da) | 2013-01-21 |
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