EP2428626B1 - Stellwand zur Separierung von Schüttgütern - Google Patents

Stellwand zur Separierung von Schüttgütern Download PDF

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Publication number
EP2428626B1
EP2428626B1 EP11007171.9A EP11007171A EP2428626B1 EP 2428626 B1 EP2428626 B1 EP 2428626B1 EP 11007171 A EP11007171 A EP 11007171A EP 2428626 B1 EP2428626 B1 EP 2428626B1
Authority
EP
European Patent Office
Prior art keywords
partition wall
retaining member
substructure
accordance
upper edge
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
Application number
EP11007171.9A
Other languages
German (de)
English (en)
French (fr)
Other versions
EP2428626A2 (de
EP2428626A3 (de
Inventor
Stephan Dipl.-Ing. Lüger
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.)
Lueger Stephan
Original Assignee
Lueger Stephan
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 Lueger Stephan filed Critical Lueger Stephan
Priority to PL11007171T priority Critical patent/PL2428626T3/pl
Priority to SI201131500T priority patent/SI2428626T1/en
Publication of EP2428626A2 publication Critical patent/EP2428626A2/de
Publication of EP2428626A3 publication Critical patent/EP2428626A3/de
Application granted granted Critical
Publication of EP2428626B1 publication Critical patent/EP2428626B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • 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
    • E04H2007/225—Silos with retaining wall type wall elements, e.g. trench silos

Definitions

  • the invention relates to a partition wall for the separation of bulk materials according to the preamble of claim 1.
  • partitions are often compiled to partition arrangements, which are provided by these partition arrangements different chambers formed by the partition walls, in which bulk materials of different types can be stored.
  • roof structures are arranged on the shelving arrangements to odg the stored bulk goods against the weather. to protect.
  • From the EP 1 811 105 A2 is a partition for the separation of bulk materials with a bottom plate and side walls known, which are connected together to form a fillable at least partially fillable with a cavity.
  • the same holding parts in the form of connection plates are provided, which serve to connect the roof construction.
  • connection plates can be connected with the roof construction to be applied to the partition wall; accordingly are by the connection plates to the roof construction attacking forces can be absorbed and deduced.
  • One of the two connection plates is provided with a static reinforcement made of flat steel.
  • the holding part can be fixed in a resistant manner to the side walls and to the bottom plate of the partition.
  • the partition in its entirety, ie including its bottom plate, etc., serves as Kraftability- or force dissipation means.
  • this truss-like design of the substructure can offer advantages.
  • the entire weight of the partition is available from the outset to compensate any forces acting on the roof construction.
  • the substructure extends from the holding part to a preferably end-side side wall of the partition wall.
  • the forces acting on the holding part can be forwarded by means of the substructure and the side wall to the bottom plate.
  • the partition wall in the head area is additionally stabilized by acting as a stiffening cover plate.
  • cover plate holding parts can then be mounted in a simple manner.
  • the substructure is firmly connected to the bottom plate and with the running in the longitudinal direction of the partition longitudinal side walls, preferably welded, is.
  • there may be a connection between the substructure and the end walls of the partition wall are created.
  • the substructure of the at least one holding part can be formed with a comparatively small technical and constructional outlay from flat iron and / or from angle iron.
  • the at least one holding part of the partition wall can have a double-T cross-section.
  • the holding parts of the partition wall are designed as consoles with which the roof construction is connectable.
  • connection between the roof structure and the brackets of the partition can be advantageously designed as a screw connection.
  • the width of the console suitably corresponds to the inner width of the partition in the region of its upper edge, so that a simple welding of the console in the partition wall is possible.
  • the thickness of the partition wall between the bottom plate and its upper edge in the upward direction preferably decreases gradually and evenly. As a result, the surface pressure exerted by the partition can be significantly reduced without the weight of the partition would have to be reduced.
  • Partition walls 1 according to the invention which are shown in principle in principle, are usually part of an arrangement of a plurality of such partitions 1.
  • Such partitions 1 or partition walls are used in particular for the storage of bulk materials, namely where bulk goods have to be stored separately and / or sorted.
  • partition wall 1 has a bottom plate 2, two Stirn interactwandept 3, 4 and two Lijns109wandept 5, 6.
  • the bottom plate 2 and the four side walls 3, 4, 5, 6 include a cavity 8 a.
  • This cavity can be completely or partially filled with a filling material.
  • an opening is provided at a suitable location through which the cavity 8 can be filled.
  • the cavity 8 can be filled with a suitable filling material 9, wherein also in terms of the desired or required degree of filling each desired profile of requirements can be met arbitrarily. The higher the degree of filling of the cavity 8 with filling, the greater the weight of the partition wall 1 and the steadier it is.
  • the partition wall 1 may have a cover plate 7, as shown in FIG FIG. 1 is indicated by the corresponding reference numeral.
  • brackets 11, 12 are provided which penetrate the partition wall 1.
  • the two brackets 11, 12 are spaced from each other so that a conventional, in FIG. 1 not shown forklift can be used to transport the partition wall 1 from one place to another.
  • the upper edge or possibly the cover plate 7 of the partition wall 1 is designed so that suitable roof elements on the plurality of partitions 1 having partition wall arrangement can be placed, with the result that the arranged below these roof elements bulk material is stored protected against precipitation from above.
  • FIG. 1 an embodiment of the partition wall 1 according to the invention is shown, in which in the region of the upper edge or possibly the cover plate 7 of the partition 1, two connection plates or holding parts 13 are provided, which serve to connect a roof structure.
  • the holding parts 13 are arranged in the illustrated embodiment, at the ends of the partition wall 1 and provided with holes 14, by means of which a roof construction on the holding parts 13 on the partition wall 1 can be fastened.
  • the holding parts 13 are welded to the side walls 4, 5, 6 and 3, 5, 6 and may be formed of steel.
  • a suitable connection for example a welded joint, with the cover plate 7 is conceivable.
  • the two holding parts 13 are each provided with a substructure 9, by means of which each holding part 13 is firmly connected to the bottom plate 2 of the partition wall 1. Forces exerted on the holding parts 13, which are transmitted from the roof structure to the holding parts 13, are thus forwarded and received by means of the respective substructure 9 to the partition wall construction.
  • the partition wall 1 shows that the holding part 13 is formed as a console 13 by a T-beam.
  • the T-beam is welded to the Lijnswoowandonne 5, 6, wherein from FIG. 2 only the weld on the rear longitudinal side wall 5 emerges.
  • the holding part or the console 13 is welded on its underside with vertically arranged carriers 15 of the substructure 9. These vertically arranged carrier 15 extend from the underside of the holding part or the console 13 to in FIG. 2 Bottom plate 2, not shown, of the partition wall 1, with which they are also welded.
  • the vertically arranged carriers 15 are welded to the inner sides of the longitudinal side walls 5, 6 at their edges assigned to the longitudinal side walls 5, 6. Again, only the welding with the in FIG. 2 rear Lhacksdorfwandung 5 shown.
  • the substructure 9 of the holding parts extends only up to provided in the partition wall 1 horizontal struts and not up to the bottom plate 2.
  • a perpendicular to this and thus horizontally arranged support 16 which is welded at its two ends to the vertically arranged supports 15.
  • a corresponding number of horizontally arranged support 16 is provided.
  • the substructure 9 is in the case of in FIG. 2 thus shown embodiment configured as a ladder-like structure.
  • FIG. 2 shown embodiment of the substructure 9 is provided in the longitudinal direction of the partition wall 1 extending carrier 10, by means of which the vertically arranged carrier 15 of the substructure 9 are connected to the end side walls 3, 4.
  • the carrier 10 arranged on the inside of the rear longitudinal side wall 5 in the figure is shown. This is with both the vertically arranged carrier 15 and with the inside of in FIG. 2 shown Stirnjandung 3 welded.
  • Another carrier 10 connects in the same way in FIG. 2 shown substructure 9 with the in FIG. 2 not shown Stirnatewandung 4 or one between the in FIG. 2 shown substructure 9 and this Stirnatewandung 4 arranged further substructure.
  • the holding part 13 is formed as a double-T-carrier.
  • two vertically arranged carrier 15 are also provided, which in the already with reference to FIG. 2 described manner with the bottom plate 2 or provided in the partition wall 1 horizontal struts and the Lijnsstenwandept 5, 6 of the partition wall 1 are welded.
  • substructure 9 Between the two vertically arranged supports 15 of the FIG. 3 shown substructure 9 are arranged at an angle to the horizontal inclined support 17, which form a truss-like structure together with the vertically arranged supports 15. Also by means of the support structure designed in this way, forces acting on the holding part or on the bracket 13 via the roof construction can be uniformly discharged onto the movable wall 1 and correspondingly received there.
  • the oblique beams 17 can, as in FIG. 3 is shown to be formed as an angle iron.
  • the carriers 10, 15, 16 arranged in the vertical direction and in the horizontal direction are each configured as flat iron.
  • the above-described partition can be installed without it being necessary to provide a foundation for this.
  • the partition can be designed to: it has a trapezoidal cross-section, with the result that the bottom plate is much larger than the top edge and thus the surface pressure exerted on the substrate is considerably lower.
  • the partition can thus serve as a bulkhead for bulk materials, and in the above embodiment, it is also support structure for a roof construction or roof elements.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Body Structure For Vehicles (AREA)
  • Sewage (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)
  • Residential Or Office Buildings (AREA)
EP11007171.9A 2010-09-11 2011-09-06 Stellwand zur Separierung von Schüttgütern Active EP2428626B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL11007171T PL2428626T3 (pl) 2010-09-11 2011-09-06 Przegroda do rozdzielania materiałów sypkich
SI201131500T SI2428626T1 (en) 2010-09-11 2011-09-06 MAPPING STONE FOR MATCHING THE MATERIAL IN DIMENSION

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202010012539U DE202010012539U1 (de) 2010-09-11 2010-09-11 Stellwand zur Separierung von Schüttgütern

Publications (3)

Publication Number Publication Date
EP2428626A2 EP2428626A2 (de) 2012-03-14
EP2428626A3 EP2428626A3 (de) 2014-09-03
EP2428626B1 true EP2428626B1 (de) 2018-04-18

Family

ID=44533736

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11007171.9A Active EP2428626B1 (de) 2010-09-11 2011-09-06 Stellwand zur Separierung von Schüttgütern

Country Status (8)

Country Link
EP (1) EP2428626B1 (es)
DE (1) DE202010012539U1 (es)
DK (1) DK2428626T3 (es)
ES (1) ES2674903T3 (es)
HU (1) HUE038373T2 (es)
PL (1) PL2428626T3 (es)
PT (1) PT2428626T (es)
SI (1) SI2428626T1 (es)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104405165B (zh) * 2014-11-25 2016-09-14 安徽省路桥工程集团有限责任公司 一种可重复利用的装配式拌合站储料仓隔墙及其施工方法
CN206144237U (zh) * 2016-07-12 2017-05-03 中冶京诚工程技术有限公司 一种预制装配式大型钢结构矩形仓及矩形群仓

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2106042C (en) * 1992-09-14 1997-01-07 William G. Krage Roadside barrier
DE29504678U1 (de) * 1995-03-18 1995-09-14 Lüger, Stephan, 46242 Bottrop Stellwandsystem für Schüttgüter
US6012872A (en) * 1998-01-13 2000-01-11 Tobor & Goldstein, L.L.P. Flood control system
FR2865483B1 (fr) * 2004-01-28 2006-03-03 Michel Rene Marcel Caradot Barrage anti inondations poids, lestable a l'eau, modulaire, creux, en pvc, en forme de trapeze rectangle
DE202006000880U1 (de) * 2006-01-20 2006-09-07 Lüger, Stephan Stellwand zur Separierung von Schüttgütern
US7814714B2 (en) * 2008-01-30 2010-10-19 Cornbelt Fabric Structures, Llc Apparatus and system to increase capacity of granular material storage structures

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
PT2428626T (pt) 2018-07-04
EP2428626A2 (de) 2012-03-14
PL2428626T3 (pl) 2018-11-30
SI2428626T1 (en) 2018-08-31
EP2428626A3 (de) 2014-09-03
DE202010012539U1 (de) 2011-12-13
HUE038373T2 (hu) 2018-10-29
ES2674903T3 (es) 2018-07-04
DK2428626T3 (en) 2018-07-30

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