EP2363356A1 - Silo hexagonal - Google Patents

Silo hexagonal Download PDF

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Publication number
EP2363356A1
EP2363356A1 EP10002206A EP10002206A EP2363356A1 EP 2363356 A1 EP2363356 A1 EP 2363356A1 EP 10002206 A EP10002206 A EP 10002206A EP 10002206 A EP10002206 A EP 10002206A EP 2363356 A1 EP2363356 A1 EP 2363356A1
Authority
EP
European Patent Office
Prior art keywords
silo
support
support body
hexagonal
supports
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
EP10002206A
Other languages
German (de)
English (en)
Other versions
EP2363356B1 (fr
Inventor
Markus Becker
Martin Kaldenhoff
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.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to DK10002206T priority Critical patent/DK2363356T3/da
Priority to EP20100002206 priority patent/EP2363356B1/fr
Publication of EP2363356A1 publication Critical patent/EP2363356A1/fr
Application granted granted Critical
Publication of EP2363356B1 publication Critical patent/EP2363356B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/02—Wall construction
    • B65D90/08—Interconnections of wall parts; Sealing means therefor
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/02—Wall construction
    • B65D90/023—Modular panels
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D90/00—Component parts, details or accessories for large containers
    • B65D90/02—Wall construction
    • B65D90/027—Corrugated or zig-zag structures; Folded plate
    • 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
    • E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
    • E04H7/30—Constructions, with or without perforated walls, depending on the use of specified materials mainly of metal

Definitions

  • the invention relates to a hexagonal silo.
  • Round silos and so-called rectangular silos are known in particular from the prior art.
  • round silos it is so that individual cylindrical containers are provided, which stand side by side on the ground.
  • Rectangular silos are characterized by having such Can build rectangular silos in one or more than one building.
  • the size of a single version of a rectangular silo is for economic reasons with a capacity up to about 250 m 3 .
  • larger versions are possible, but such a rectangular silo becomes uneconomical due to the exponentially increasing wall thicknesses.
  • Such problems are less in the round silo, ie a round silo can also be created in individual passages, which have a capacity of much more than 250 m 3 .
  • a hexagonal silo is from the outer contour ago a geometric structure that comes very close to the shape of a round silo as a single cell in terms of volume, but due to the hexagonal basic shape of such a hexagonal silo can still be used as a building structure.
  • Hexacillosis are already known from the prior art. To refer here is to the DE 1 962 242 U1 ; the way in which the connection of the walls takes place here is not recognizable in detail.
  • FIG. 1 Another design of a hexagonal silo is from the DE-OS 24 24 143 A1 known. From this reference round supports are known, the Have round supports on their circumference at a distance of 120 ° so-called centering cams. Such centering cams are - as far as can be seen - welded to the circumference of the tubular support.
  • the centering cams are each detected by a so-called head profile, which presents itself as a U-profile, wherein wall panels are welded in trapezoidal shape to the head profile.
  • the connection of the head profile with the centering cam is effected by a screw, wherein the centering cam has a corresponding internal thread.
  • a silo with hexagonal single cells is also from the US 7,392,624 B2 known. It can be seen from a variety of different variants of supports, the supports themselves are relatively expensive to manufacture. There are known supports, which are subjected as perforated plates of a certain shape. Furthermore, these are For example, supports known, which are constructed in layers. In any case, as already stated, the production of silos with such supports very expensive and therefore expensive.
  • a hexagonal silo has various advantages over a rectangular silo, in particular that of the increased volume compared to a rectangular silo with relatively reduced surface area, so that a solution has long been sought in the art, with the simpler and more cost-effective Production of a hexagonal silo is possible.
  • each support three dome strips at an angle of approximately 120 ° to each other for receiving the silo walls, wherein the dome bars also have a trapezoidal contour corresponding to the silo walls, wherein on the support body, the dome bars are arranged to extend in the longitudinal direction of the support, wherein on two opposite walls of the support body in each case a dome strip at an angle of 60 ° is arranged to these walls of the support body, wherein one of these two walls connecting third wall of the support body has a further dome bar at an angle of 90 ° to this third wall, the hexagonal silo two un has different supports, which differ in that in the support body of a first support mounted at an angle of 90 ° to the third wall dome bar is offset in the longitudinal direction of the support body by half a trapezoidal height compared to the mounted at an angle of 90 .
  • the supports differ only in that the dome bar projecting at a right angle from the third wall is seated at one support on one side of this wall at the upper end of the support body, whereas the second support is characterized in that this dome rail is mirrored at the third Wall of the support body is attached. That is, the trapezoidal contour of the dome bar commutes about the central longitudinal axis of the rectangular support body, or in other words, the perpendicular to the third flank extending dome bar is rotated in a first support relative to the other second support by 180 ° about the longitudinal axis of the dome bar on the Flank of the respective support body arranged.
  • the support body is designed as a square tube.
  • the advantage of using so-called square tubes is that such tubes are available with the widest variety of wall thicknesses, so no custom-made products are required, which would affect the price of such a support.
  • the Dome strips are advantageously welded to the support body, thereby achieving that the dome bar uniformly over its entire length. This in contrast to the prior art, in which the individual head profiles that receive the walls, are bolted to individual centering cams.
  • the connection of the walls with the dome bars is done by a screw, the dome bar has a corresponding hole pattern.
  • Silos are manufactured at any height.
  • mandrels ultimately serve not only as connecting means, but also as a centering aid when putting the individual supports on each other. Since the upper supports must absorb lower loads than the underlying supports, it is provided according to a further feature of the invention that the upper support body have a smaller wall thickness, as the lower support body.
  • the generally designated 1 silo block comprises a plurality of individual cells 10.
  • Each individual cell consists of several supports 20, 30, wherein the support 20 according to the training Fig. 2 and the support 30 according to the training Fig. 3 shows.
  • the support 20 and the support 30 have a support body 21, 31 as a square tube.
  • the coupling strips 25, 26 (35, 36) are welded to the walls 22, 23 (32, 33) at an angle a of 60 ° to the wall with trapezoidal contour.
  • the trapezoidally shaped coupling strips 25, 26 (35, 36) have a plurality of bores 25a, 26a (35a, 36a) for screw connection with the silo walls, which also have the same trapezoidal contour.
  • third wall of the support body has the further coupling bar 28 (38), wherein the difference between the two supports according to Fig. 2 and Fig. 3 It is that the dome bar 28 (38) is rotated about the longitudinal axis by 180 ° or mirrored on the wall 27 and 37, respectively.
  • the dome strip 28 (38) also has bores 28a, (38a) for screwing with the silo walls.
  • the post also shows four mandrels 40 on the face of the post body, with each post located in the corner of the post body. These mandrels 40 are used to center and ultimately also the fixation of the above or below associated with this pillar body, further support body. This does not mean that, if appropriate, no further connecting means are provided between two superposed supports, for. B. tabs to make the connection between the two supports more stable.

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
EP20100002206 2010-03-04 2010-03-04 Silo hexagonal Not-in-force EP2363356B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DK10002206T DK2363356T3 (da) 2010-03-04 2010-03-04 Sekskantsilo
EP20100002206 EP2363356B1 (fr) 2010-03-04 2010-03-04 Silo hexagonal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP20100002206 EP2363356B1 (fr) 2010-03-04 2010-03-04 Silo hexagonal

Publications (2)

Publication Number Publication Date
EP2363356A1 true EP2363356A1 (fr) 2011-09-07
EP2363356B1 EP2363356B1 (fr) 2012-05-30

Family

ID=42358524

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20100002206 Not-in-force EP2363356B1 (fr) 2010-03-04 2010-03-04 Silo hexagonal

Country Status (2)

Country Link
EP (1) EP2363356B1 (fr)
DK (1) DK2363356T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109878916A (zh) * 2019-04-22 2019-06-14 杨少东 全接液蜂巢结构浮盘

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1389813A (fr) 1964-03-13 1965-02-19 Construction, notamment silo, en tôle ondulée
DE1962242U (de) 1966-09-08 1967-06-15 Jan Soebel Lagersilo fuer futtermittel und getreide.
DE2035696A1 (de) * 1970-07-18 1972-01-27 Machinefabriek Plevier N.V., Oudenbosch (Niederlande) Silo
DE2424143A1 (de) 1974-05-17 1975-11-27 Gimborn Probat Werke Wabenfoermiger silo
EP0493371A1 (fr) * 1988-11-04 1992-07-01 Markus Becker Réceptacle, en particulier silo

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1389813A (fr) 1964-03-13 1965-02-19 Construction, notamment silo, en tôle ondulée
DE1962242U (de) 1966-09-08 1967-06-15 Jan Soebel Lagersilo fuer futtermittel und getreide.
DE2035696A1 (de) * 1970-07-18 1972-01-27 Machinefabriek Plevier N.V., Oudenbosch (Niederlande) Silo
DE2424143A1 (de) 1974-05-17 1975-11-27 Gimborn Probat Werke Wabenfoermiger silo
EP0493371A1 (fr) * 1988-11-04 1992-07-01 Markus Becker Réceptacle, en particulier silo

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109878916A (zh) * 2019-04-22 2019-06-14 杨少东 全接液蜂巢结构浮盘

Also Published As

Publication number Publication date
EP2363356B1 (fr) 2012-05-30
DK2363356T3 (da) 2012-07-09

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