EP0052734A1 - Réservoir de stockage - Google Patents

Réservoir de stockage Download PDF

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Publication number
EP0052734A1
EP0052734A1 EP81108076A EP81108076A EP0052734A1 EP 0052734 A1 EP0052734 A1 EP 0052734A1 EP 81108076 A EP81108076 A EP 81108076A EP 81108076 A EP81108076 A EP 81108076A EP 0052734 A1 EP0052734 A1 EP 0052734A1
Authority
EP
European Patent Office
Prior art keywords
flanges
container according
silo container
structural parts
parts
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.)
Withdrawn
Application number
EP81108076A
Other languages
German (de)
English (en)
Inventor
Wilma Bissinger Geb. Sinn
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
Publication of EP0052734A1 publication Critical patent/EP0052734A1/fr
Withdrawn legal-status Critical Current

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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
    • B65D88/00—Large containers
    • B65D88/005—Large containers of variable capacity, e.g. with movable or adjustable walls or wall parts, modular
    • 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
    • B65D88/00—Large containers
    • B65D88/26—Hoppers, i.e. containers having funnel-shaped discharge sections
    • B65D88/30—Hoppers, i.e. containers having funnel-shaped discharge sections specially adapted to facilitate transportation from one utilisation site to another

Definitions

  • the invention relates to a silo container, the height of which is composed of a plurality of structural parts which are connected to one another in the region of horizontal connection planes with connection flanges projecting outwards and provided over them.
  • silo containers composed of structural parts are used in large silo construction in order to obtain smaller, space-saving units during storage and transport.
  • the structural parts are assembled to the silo container only at the place of use.
  • the connecting flanges of adjacent components are screwed together over the entire circumference of the components at many evenly distributed locations.
  • a sealing element is inserted between the two connecting flanges to be connected to one another.
  • each connection level at least one of the structural parts has projecting flanges which protrude at least three points on the circumference, which are fastened to the inner wall of the structural part and that the connecting flanges of adjacent structural parts are circumferentially shaped by means of U-shaped, circular arc-shaped connecting rails are included, each of which is connected to two adjacent structural parts.
  • the superimposed mounting parts are forcibly centered so that they assume their correct position with respect to one another before the connection flanges are connected.
  • the connection of the connecting flanges with the help of the U-shaped, circular-shaped connecting rails brings a substantial reduction in the fastening screws, since the connecting rail ne takes over the pretensioning of the superimposed connecting flanges with their legs. All it takes is any comparison Bonds g sschiene with eg four screws on the two adjacent body parts festgeleot to be.
  • the two mounting parts in the area of the connection level are fixed before the connection rails are attached, which simplifies the assembly work at the place of use, since no special safety precautions need to be taken.
  • the contact flanges are welded to the inner wall of the structural part, the contact flanges can therefore already be installed in the manufacturing plant, which further simplifies the assembly of the silo container at the place of use.
  • connecting rails are preferably connected to the mounting parts and these contact flanges in the area of the contact flanges.
  • a clear bracing and sealing of the connecting flanges of adjacent structural parts can be achieved according to a further embodiment in that the connecting rails have a clear distance between their legs that corresponds to twice the wall thickness of the sheet metal used for the structural parts, and that the connecting rails have a sealing element that lies down on the inside of the web.
  • the connecting rails can be connected to the structural parts
  • one embodiment provides that the Ends of the legs of the connecting rails are attached to the outside of connecting plates which are aligned in the longitudinal direction of the connecting rails and are flush with the ends of the legs of the connecting rails.
  • the connecting plates are supported by means of triangular stiffening plates on the facing outer sides of the legs of the connecting rails. With this configuration, large clamping forces can also be transmitted to the connecting rails.
  • the Appendices g eflansche are provided in the connecting region with screw holes, since the structure parts with the threaded holes aligned openings, and in that the connection plates of the connecting rails in In the longitudinal direction of the same aligned elongated holes are provided, which are matched to the openings of the body parts and the threaded bores of the contact flanges.
  • the ring of the connecting rails to the structure of parts can be 'include the fact that the Verbindunasschienen are provided at the front ends with clamping plates, which are provided with bores for clamping screws and radially to the circular arc connects dun g sschienen stand according to another embodiment. It is preferably provided that the circular arc-shaped connecting rails are designed identically and extend over an integral part of the circumference of the structural parts.
  • a Ausgesatltung which gets by with a few small contact flanges, is characterized in that each connecting rail has connecting plates at both ends for the adjacent structural parts and that the contact flanges extend over the joints of successive connecting rails and are provided with threaded holes for the two connecting rails.
  • connection plates and the legs of the connection rails and the outer walls of the structural parts are filled with sealant, foam material or the like.
  • the lower and Q bere termination may be of the silo container in the same way connected to the remaining construction parts of the silo container, the interpretation . If so designed that the lowermost body part as an outlet funnel and the top body part are formed as a dome, that the abutment flanges in the area of the connection planes to the discharge funnel and the dome are adapted to the inclination of these structural parts and that the structural parts lying between the discharge funnel and the dome are designed as identical hollow cylinders.
  • the manufacture of the structural parts in the manufacturing plant can be simplified in that the connecting flanges of the structural parts are bent in one piece on the structural parts. These angled connection flanges can be at the roll action of the construction part having attach, so that the conventional welding of the previously deleted encryption Bonds g sflansche.
  • the silo container shown in Fig. 1 has four structural parts.
  • the lowermost structural part 20 is designed as an outlet funnel, the outlet opening 22 of which lies in the end flange 21. At this end flange 21 known outlet or discharge devices are attached.
  • the outlet funnel is bent as a connecting flange 23.
  • the two identical structural parts 10 are designed as hollow cylinders, the connecting flanges 11 and 12 being bent in one piece on the structural part 1'0.
  • the end is formed by the uppermost structural part 24 designed as a dome.
  • the connecting flange 25 is also bent in one piece on this structural part 24.
  • the four structural parts 10, 20 and 24 form three connecting planes, specifically in the area of the connecting flanges 23 and 11 of the lowest structural part 20 designed as an outlet funnel and the first structural part 10 designed as a hollow cylinder, in the area of the connecting flanges 12 and 11 of the two formed as a hollow cylinder embarkabumaschine 10 and in the area of the connecting flanges 12 and 25 of the second hollow cylinder 10 and the top part 24 designed as a dome.
  • connection levels there are two outwardly projecting connecting flanges, which now have to be connected to each other. How this connection is made can be shown with the section of FIG. 2.
  • Fig. 2 the superimposed connecting flanges 11 and 12 of the two adjacent, formed as a hollow cylinder structural parts 10 can be seen, which are bent in one piece on the structural parts 10, as can be seen from the roundings 19.
  • contact flanges 15 are welded, as can be seen from the weld 16.
  • These contact flanges 15 project beyond the connecting flange 12, so that they form a centering aid when the upper structural part 10 is put on. In order to achieve a clear centering, this system could flange 15 extend over the entire circumference. However, it is sufficient if this centering and contacting is carried out at three, preferably offset by 120 ° points on the circumference of the structural parts 10.
  • both adjacent structural parts 10 could also have such contact flanges 15, each of which protrudes into the other structural part.
  • the contact flanges 15 carry threaded bores 17 and 18 and the structural parts 10 to these threaded bores 17 and 18 are openings 13 and 14 which allow access to the threaded bores 17 and 18 from the outside of the structural parts 10.
  • the openings 13 can also be designed as vertical elongated holes, so that the opening 13 allows access to the threaded bore 18 even with tolerances of the structural parts 10.
  • these connecting plates 34 and 37 are stiffened by means of two triangular stiffening plates 36 and 39 towards the legs 31 and 32 of the connecting rail 30.
  • the connecting plates 34 and 37 are aligned in the longitudinal direction of the connecting rail 30 and carry elongated holes 35 and 38 which are aligned with the threaded bores 17 and 18 of the contact flanges 15 and also run in the longitudinal direction of the Verbndunnsschiene 30.
  • the connection rail 30 can be connected to the two adjacent structural parts 10 by means of the indicated screw connections 40 and 41. All that is required is that the structural parts 10 are accessible from the outside.
  • the connecting rail 30 With screws which are inserted through the elongated holes 35 and 38 and the openings 13 and 14 and screwed into the threaded holes 17 and 18, the connecting rail 30 can be clamped on the connecting flanges 11 and 12, where the mounting parts 10 in the area of the contact flanges 15 Support and hold the inner wall.
  • the sealing element 33 is deformed and seals the two connecting flanges 11 and 12. If there is still space between the connecting plates 34 and 37 and the legs 31 and 32 of the connecting rail 30, this can be done with sealing compound, foam or dg1. to be filled in to collect rooms for water or d g l. to avoid.
  • the U-shaped, circular arc-shaped connecting rails are of identical design, are adapted to the outer circumference of the structural parts 10 and each extend only over an integer part of the circumference. So that they can be connected to form a closed ring, the end faces of the connecting rails 30 are closed off with clamping plates 42, which are welded to the connecting rail 30, as the weld seams 45 and 46 show. These clamping plates 42 are radial to the arcuate connecting rails 30 and, as can be clearly seen in FIG. 4, can be screwed to the subsequent connecting rails 30 of the same design by means of clamping screws inserted into the bores 43 and 44.
  • connection rail 30 is provided at both ends with two connecting plates 34 and 37 can then be in the range of a slightly wider abutment flange 15, the ends of the two successive Verbindun g sschienen 30 connect to the two body sections 10th
  • the contact flange 15 then carries two threaded bores 17 and two threaded bores 18 at an appropriate distance.
  • Four screws are required for attaching a connecting rail 30 to the two adjacent structural parts.
  • adjacent Verstärkun are connected to each g sschienen 30 still by means of two clamping screws.
  • the construction part 20, which is designed as an outlet funnel can also be connected to the construction part 10, which is designed as a hollow cylinder, with such connecting rails 30. Only the contact flanges 15 and the connecting plates 37 of the connecting rail 30 have to be adapted to the inclination of the outlet funnel.
  • connection in the connection planes can also be used if the structural parts 10, 20 and 24 are composed of several segments, preferably screwed together.
  • FIG. 5 a simplified connection of FIG. 5 can be selected.
  • the segments of the structural parts 10 carry different connecting flanges in the area of the connecting plane. 5 is the connecting flange 12 trained normally and bent at right angles to the outside of the body 10.
  • the connecting flange 1.1 of the upper structural part 10, however, is bent at the free end as a U-shaped connection receptacle 48.
  • the Oberganos Scheme 47 is designed so that the connecting flange 11 can be inserted into this U-shaped connection receptacle 48.
  • the contact flanges 15 are screwed directly to the two adjacent structural parts 10.
EP81108076A 1980-11-25 1981-10-08 Réservoir de stockage Withdrawn EP0052734A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19803044232 DE3044232A1 (de) 1980-11-25 1980-11-25 Silobehaelter
DE3044232 1980-11-25

Publications (1)

Publication Number Publication Date
EP0052734A1 true EP0052734A1 (fr) 1982-06-02

Family

ID=6117450

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81108076A Withdrawn EP0052734A1 (fr) 1980-11-25 1981-10-08 Réservoir de stockage

Country Status (4)

Country Link
EP (1) EP0052734A1 (fr)
JP (1) JPS57114483A (fr)
DE (1) DE3044232A1 (fr)
NO (1) NO813958L (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0125903A2 (fr) * 1983-05-13 1984-11-21 Kabushiki Kaisha Ishida Koki Seisakusho Dispositif supportant une trémie asservie au temps dans un système automatique de pesage
FR2631313A1 (fr) * 1988-05-11 1989-11-17 Nordon Ind Metalurgicas S Structure de recipient en metal
NL1011315C2 (nl) * 1999-02-16 2000-08-17 Janssens & Dieperink B V Werkwijze voor het vervaardigen van een silo.
WO2008154697A1 (fr) * 2007-06-20 2008-12-24 Gram Engineering Pty Limited Réservoir de stockage
WO2012084783A1 (fr) * 2010-12-20 2012-06-28 Floodprotect Limited Corps de barrage pour un dispositif de barrage et procédé de fabrication

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100354719B1 (ko) * 2000-03-30 2002-10-05 주식회사 엘지씨아이 코너형 조립식 물탱크
CN110239849B (zh) * 2019-04-25 2021-03-19 河南中烟工业有限责任公司 一种储柜出料斗快拆装机构

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE393888A (fr) *
US2751123A (en) * 1952-03-29 1956-06-19 Graves Stambaugh Corp Portable vacuum tank
FR1157438A (fr) * 1956-08-21 1958-05-29 Intercontinentale Des Containe Container spécial
FR1188221A (fr) * 1957-02-26 1959-09-21 Réservoir pour liquides
GB890831A (en) * 1959-11-25 1962-03-07 John Lysaght Australia Pty Ltd Storage silo construction
US3193129A (en) * 1963-01-31 1965-07-06 Berkefeld Filter Ges Und Celle Multiple section container

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5429479A (en) * 1977-08-05 1979-03-05 Tamotsu Nose Prefabricated hopper

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE393888A (fr) *
US2751123A (en) * 1952-03-29 1956-06-19 Graves Stambaugh Corp Portable vacuum tank
FR1157438A (fr) * 1956-08-21 1958-05-29 Intercontinentale Des Containe Container spécial
FR1188221A (fr) * 1957-02-26 1959-09-21 Réservoir pour liquides
GB890831A (en) * 1959-11-25 1962-03-07 John Lysaght Australia Pty Ltd Storage silo construction
US3193129A (en) * 1963-01-31 1965-07-06 Berkefeld Filter Ges Und Celle Multiple section container

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0125903A2 (fr) * 1983-05-13 1984-11-21 Kabushiki Kaisha Ishida Koki Seisakusho Dispositif supportant une trémie asservie au temps dans un système automatique de pesage
EP0125903A3 (en) * 1983-05-13 1986-01-08 Kabushiki Kaisha Ishida Koki Seisakusho Apparatus for supporting a timing hopper in an automatic weighing system
FR2631313A1 (fr) * 1988-05-11 1989-11-17 Nordon Ind Metalurgicas S Structure de recipient en metal
NL1011315C2 (nl) * 1999-02-16 2000-08-17 Janssens & Dieperink B V Werkwijze voor het vervaardigen van een silo.
WO2000049249A1 (fr) * 1999-02-16 2000-08-24 Jansens & Dieperink B.V. Procede pour la construction d'un silo
US6715243B1 (en) 1999-02-16 2004-04-06 Jansens & Dieperink B.V. Method for production of a silo
WO2008154697A1 (fr) * 2007-06-20 2008-12-24 Gram Engineering Pty Limited Réservoir de stockage
WO2012084783A1 (fr) * 2010-12-20 2012-06-28 Floodprotect Limited Corps de barrage pour un dispositif de barrage et procédé de fabrication

Also Published As

Publication number Publication date
NO813958L (no) 1982-05-26
JPS57114483A (en) 1982-07-16
DE3044232A1 (de) 1982-06-03

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Effective date: 19830509