EP2363356B1 - Silo hexagonal - Google Patents

Silo hexagonal Download PDF

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Publication number
EP2363356B1
EP2363356B1 EP20100002206 EP10002206A EP2363356B1 EP 2363356 B1 EP2363356 B1 EP 2363356B1 EP 20100002206 EP20100002206 EP 20100002206 EP 10002206 A EP10002206 A EP 10002206A EP 2363356 B1 EP2363356 B1 EP 2363356B1
Authority
EP
European Patent Office
Prior art keywords
silo
column
hexagonal
walls
column body
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.)
Not-in-force
Application number
EP20100002206
Other languages
German (de)
English (en)
Other versions
EP2363356A1 (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
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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. From the FR-A-1389813 Cell silos are known with cells of various shapes, including, inter alia, hexagonal cell silos. However, the cell walls are made of corrugated metal, wherein the cell wall made of corrugated metal sheet is welded to a running perpendicular to the cell wall metal strip, wherein the metal strip is part of the support of a silo cell.
  • 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, wherein the hexagon silo two unte 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 in the longitudinal direction of the support body is offset by half a Trapezbau height compared to
  • 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 a wide variety of wall thicknesses, so no special designs 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 further shows four mandrels 40 on the face of the post body, with each dome being 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.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)

Claims (6)

  1. Silo hexagonal (1) comprenant des montants (20, 30) ayant un corps de montant (21, 31) rectangulaire de section transversale et des parois de silo à profil trapézoïdal qui peuvent être fixées aux montants (20, 30), dans lequel chaque montant (20, 30) comporte trois pattes d'accouplement (25, 26, 28; 35, 36, 38) pour les parois de silo, les pattes d'accouplement (25, 26, 28; 35, 36, 38) présentant un profil également trapézoïdal correspondant aux parois du silo, dans lequel les pattes d'accouplement du montant (20, 30) sont écartées d'un angle d'environ 120° l'une par rapport à l'autre et allongées dans la direction longitudinale du montant (20, 30), dans lequel une patte d'accouplement (25, 26; 35, 36) est montée sur chacune de deux parois mutuellement opposées (22, 23; 32, 33) du corps de montant (21, 31), et inclinée d'un angle de 60° sur la paroi considérée (22, 23; 32, 33) du corps de montant (21, 31), dans lequel la troisième paroi (27, 37) qui relie ces deux parois mutuellement opposées (22, 23; 32, 33) du corps de montant (21, 31), comporte une patte d'accouplement supplémentaire (28, 38), le silo hexagonal (1) comportant deux montants (20, 30) différents qui diffèrent l'un de l'autre par le fait que, dans le premier montant (20), la patte d'accouplement supplémentaire (28), attachée à la troisième paroi (27) du corps (21) du montant, est décalée en hauteur d'une demi-hauteur d'encombrement du trapèze par rapport à la patte d'accouplement supplémentaire (38) de la troisième paroi (37) du corps de montant (31) du deuxième montant (30).
  2. Silo hexagonal (1) selon la revendication 1,
    caractérisé en ce que
    le corps de montant rectangulaire (31) est constitué par un tube carré.
  3. Silo hexagonal selon l'une des revendications précédentes,
    caractérisé en ce que
    la patte d'accouplement (25, 26, 28; 35, 36, 38) est soudée au corps de montant (21, 31).
  4. Silo hexagonal selon l'une des revendications précédentes,
    caractérisé en ce que
    la patte d'accouplement (25, 26, 28; 35, 36, 38) comporte un ensemble de trous (25a, 26a, 28a; 35a, 36a, 38a) pour le boulonnage sur les parois du silo.
  5. Silo hexagonal selon l'une des revendications précédentes,
    caractérisé en ce que
    plusieurs montants (20, 30) sont disposées l'un au-dessus de l'autre et, dans la région de l'assemblage des montants, il est prévu sur le côté supérieur du corps de montant (21, 31) du premier montant (20, 30), plusieurs broches (40) qui sont engagées dans le corps de montant (21, 31) de l'autre montant.
  6. Silo hexagonal selon l'une des revendications précédentes,
    caractérisé en ce que
    dans le cas de plusieurs montants (20, 30) disposés l'un au-dessus de l'autre, le corps de montant supérieur (21, 31) présente une plus petite épaisseur de paroi que le corps de montant inférieur (21, 31).
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 EP2363356A1 (fr) 2011-09-07
EP2363356B1 true 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)

Families Citing this family (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

Family Cites Families (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
DE2424143C3 (de) 1974-05-17 1981-11-12 Probat-Werke Von Gimborn Gmbh & Co Kg, 4240 Emmerich Wabenförmiger Silo
DE3837475C1 (fr) * 1988-11-04 1990-03-29 Markus 3501 Habichtswald De Becker

Also Published As

Publication number Publication date
EP2363356A1 (fr) 2011-09-07
DK2363356T3 (da) 2012-07-09

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