WO1999015746A1 - Hochsiloanlage - Google Patents
Hochsiloanlage Download PDFInfo
- Publication number
- WO1999015746A1 WO1999015746A1 PCT/EP1998/005881 EP9805881W WO9915746A1 WO 1999015746 A1 WO1999015746 A1 WO 1999015746A1 EP 9805881 W EP9805881 W EP 9805881W WO 9915746 A1 WO9915746 A1 WO 9915746A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- silo
- intermediate wall
- cell body
- cells
- installation according
- Prior art date
Links
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
- E04H7/26—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
- E04H7/28—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials composed of special building elements
Definitions
- the invention relates to a high silo system according to the preamble of claim 1.
- Known high silo systems have a large number of silo cells arranged next to one another, which are constructed from concrete elements which form respective stack layers in the form of tubular parts. If the transport weight is disadvantageously high, the assembly of the silo cells is made more difficult, and because of their adjacent wall areas, the high-rise silo system has a disadvantageously limited receiving volume when space is required.
- the invention has for its object to provide a high silo system with several silo cells, the easily producible and with reduced weight a space-saving transport enabling individual parts largely without additional aids to a compact high silo system with sufficient stability and large volume can be connected.
- the high silo installation according to the invention is designed as an essentially cylindrical structural unit which has cross-section-shaped circular silo cells as receiving spaces.
- the silo cells are constructed from individual parts of a kit which are connected in several stack layers, only two concrete elements of different design being provided in the embodiment according to the invention, namely a one-piece circular sector-shaped cell body with a closed peripheral contour and an intermediate wall part associated with this cell body, which is in particular in the form of an arcuate curved and attached to one outer arc wall of the respective cell body is provided in the circumferential direction attachable plate part.
- the high-rise silo system can be constructed as a cylindrical structural unit with a largely arbitrary number of silo cells, the concrete elements being easy to handle and easy to assemble with low weight after simple manufacture and space-saving transport.
- the respective cell bodies and the partition wall parts are coordinated in their dimensions so that concrete elements supported on one another are hooked via a connection profile.
- the cell stacked layers stacked over the length of the intermediate wall part so that it is bridged and the radially extending wall areas of the cell body are each directly assigned to one of the adjacent vertical receiving spaces.
- the structural unit is designed with a cuboid basic shape, the cell bodies each having a rectangular peripheral contour and respective U-shaped intermediate wall parts being attachable to them.
- These concrete elements can be offset and hooked in the different stack layers so that common support areas are formed while saving a wall area and the stability of the cuboid structural unit as a whole is ensured even with large structural heights.
- FIG. 1 is a perspective view of a high silo system with three stack layers forming loading clay elements in a cylindrical unit
- Fig. 2 is a plan view of the high silo system according to
- Fig. 3 is an enlarged detail view of the
- FIG. 4 shows a sectional illustration of the cell body along a line IV-IV in FIG. 3,
- FIG. 5 shows an individual illustration of the intermediate wall part according to FIG. 2,
- FIG. 6 is a sectional view of the intermediate wall part according to a line VI-VI in Fig. 5,
- FIG. 10 is a side view of the cell body along a line X-X in FIG. 9,
- FIG. 11 to 13 are enlarged sectional representations of cell bodies in the stacked position according to a line XI-XI (FIG. 11, 12) or according to a horizontal section XII (FIG. 13) in FIG. 2,
- FIGS. 14 and 15 show respective sectional representations of the
- FIG. 16 shows an individual illustration of a ceiling plate provided as a closure of the silo cell
- FIG. 17 is a sectional view of the ceiling panel along a line XVII-XVII in Fig. 16,
- FIG. 19 is a sectional view of the ceiling panel in the installed position with operating components supported on it for the high silo system according to a line XVIII-XVIII in FIG. 18,
- Fig. 20 is a top view of the ceiling panel similar
- FIG. 21 is a sectional view of the ceiling plate similar to FIG. 19, Fig. 22 is a top view of the ceiling panel similar
- FIG. 23 is a sectional view of the ceiling plate according to FIG. 22 along a line XXII-XXII,
- FIG. 24 and FIG. 25 respective embodiments of the cylindrical high silo system similar to FIG. 2 with four or two silo cells,
- 26 is a perspective view of the high silo system in a second embodiment with rectangular silo cells
- FIG. 1 shows a high-level silo system, designated overall by 1, which, in the design according to the invention, is designed as an essentially cylindrical structural unit with a plurality of circular sector-shaped silo cells 2.
- These silo cells 2 consist of concrete elements which are connected in several stack layers A, B, C.
- the front view surfaces of the silo cells 2 are each provided with horizontal or vertical hatching, so that the structure the silo cells 2 from several different concrete elements forming a kit.
- the concrete elements for the silo cells 2 are essentially only a one-piece circular sector-shaped cell body 3 and an intermediate wall part 5 which can be connected to the outer arch wall 4 thereof in the circumferential direction of the structural unit.
- the top view according to FIG. 2 shows the lining up of the parts 3 and 5 resulting in the cylindrical basic contour, for example in the stacking position A, one of the cell bodies 3 and one of the intermediate wall parts 5 being arranged alternately in this.
- one of the cell bodies 3 and one of the intermediate wall parts 5 are also alternately arranged one above the other so that in this offset arrangement the intermediate wall part 5 is bridged by the cell body 3 located above it (FIG. 1) .
- Respective radial wall areas 6, 7 (FIG. 3) of the cell bodies 3 mutually form common support areas 8 in the stack layers A, B, C in the manner of a toothed structure, with which an improved overall stability of the high silo system 1 is achieved.
- FIG. 5 shows the intermediate wall part 5 in a plan view, and when viewed together with the cell body 3 according to FIG. 3, the formation of the two parts with corresponding radii R becomes clear.
- the cell body 3 'in an embodiment according to FIG. 7 has a chord-shaped wall area 4' instead of the arch wall 4 and in the embodiment according to FIG. 8 the cell body 3 '' is shaped with a barrel-shaped arched wall 4 '' .
- FIGS. 4, 6 and 10 illustrate that both the walls 4, 6, 7, 11 of the cell body 3 and the intermediate wall part 5 on their respective end faces adjoining one another in the vertical installation position with a respective connection profile 15, 16 are provided in the manner of a tongue and groove profiling, so that with all of the connection and support areas 8 described above, a positionally accurate and shear-stable support of the components in the installed position is possible.
- the radial walls 6 ', 7' in the design of the cell body 3 according to FIGS. 9 and 10 have a tongue and groove Profiling 15 ', 16', with which an additional locking in the support area 8 (Fig. 1) is achieved.
- FIG. 11 and 12 illustrate a phase of layer-by-layer assembly according to stack position A, B and C (FIG. 12) of the components in the area of the connection profiling 15, 16, the radial walls 6, 7 of cell bodies 3, which are assigned to one another, for example be supported.
- respective sealing parts 17, 17 '(FIG. 11) are cast into the concrete elements, which are connected in the stacking position (FIG. 12) in such a way that a fluid-tight closure of the inner receiving space Z is reached.
- respective plastic strips 18, 18 ' are provided as sealing parts 17, 17', which are welded or glued in the region of a connecting seam 19.
- the walls 6 and 7 have roof projections 20, so that the seam area 19 of the plastic strips 18 are protected from damage by, for example, bulk material moving in the receiving space Z, Z 'of the silo cells.
- Additional stabilization of the cell body 3 or of the intermediate wall part 5 which is in the installed position is achieved by means of respective extensions 21, -21 'lying opposite the shape extensions 20 (FIG. 12).
- the top of the mold 20 is inclined at its top 22 and is protected against abrasion by a rubber, plastic or metal strip 23.
- a Leave gap 24 Fig. 12, 13
- further sealing material for example a sealing tape and / or joint cement, can be introduced here.
- FIG. 13 shows a horizontal section in the area of the vertical tongue and groove profiling 9, 10 (FIG. 2), the structural design of which largely corresponds to the horizontal connection profiling 15, 16.
- FIGS. 14 and 15 each show several of the above-described connection and support areas with the shape projections 20, wherein in the wall of the cell body in addition, respective shape approaches 20 'are provided, which are effective as stiffening ribs running centrally in the wall.
- FIG. 15 a shows a vertical ladder 25 running in the area of the walls 6, 7 within the receiving space Z and in the illustration according to FIG. 15 b a vertical ladder 25 ′ running in the area of the inner channel 14 is illustrated in principle.
- 16 to 23 show different embodiments and sectional representations of a ceiling plate, designated as a whole by 28, which closes the respective silo cells 2 on their upper stack position with a circumferential contour that at least partially covers the circular sector-shaped opening cross section.
- the cover plate 28 covers one of the silo cells 2, whereby it is also conceivable that the cover plate 28 '(FIG. 20) is dimensioned such that a plurality of silo cells 2 can be covered at the same time.
- the Top views of the ceiling panels 28, 28 ' show respective operating openings 29, 30, via which, for example, the receiving spaces Z, Z' located below or their filling is possible.
- FIG. 19 The cross-sectional representations (FIGS. 19, 21, 23) of the ceiling panels 28, 28 'show respective edge-side support walls 31, 32, a silo roof 33 (FIG. 19), for example shaped as a concrete panel, being supported on the wall 32 and in the region of the support wall 31 an operating unit 34 covering the inner channel 14, for example a rotary distributor belt, is provided.
- a step plate 35 is formed on the ceiling part 28, on which a walking grate can be fixed.
- the ceiling panels 28, 28 ' can be provided with support beams 36, 36' and cross members 37 for a simple and quick installation of the roof structure, in the front support areas 38 of which the other ends on the support walls 32 are connected via a profile connection to roof panels 33.
- the support beams 36, 36 ' are formed in one piece with the ceiling slabs 28, 28' from concrete.
- FIG. 24 shows a structure of the high silo system 1 'with only four silo cells 2', which are formed by two cell bodies 3 'and two intermediate wall parts 5' and in the embodiment according to FIG. 25 the number of components is further reduced, whereby only a closed cell body 3 '' and an arcuate partition 5 '' are provided.
- FIG. 26 shows a high silo installation 101, which is designed as a cuboidal unit with rectangular storage spaces forming silo cells 102, these consisting of concrete elements connected in several stacking layers A ', B', C '.
- a rectangular cell body 103 with a closed peripheral contour and a U-shaped intermediate wall part 105 that can be attached to its outer wall are provided as concrete elements.
- the rectangular cell body 103 is provided as the base component of the high silo system 101, any number of the U-shaped intermediate wall parts 105 being attachable to this base part (FIG. 26).
- the rectangular cell bodies 103 and the U-shaped intermediate wall part 105 are arranged one above the other in the stack layers A'.B'.C "in such a way that the concrete elements form common support areas 108 in the manner of a hooking, so that the stability of the high silo system 101 is ensured overall.
- 27 shows a plan view of the stack layers A'.B'.C 1 which are arranged individually next to one another, which illustrates the respective position of the closed cell body 103 in combination or in a row with two of the intermediate wall parts 105. It is understood that the high silo system 101 is designed in its' composite construction with the connection and sealing profiles corresponding to the high silo system 1 (FIGS. 1 to 25).
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
- Physical Or Chemical Processes And Apparatus (AREA)
- Storage Of Harvested Produce (AREA)
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP98955397A EP1025324B1 (de) | 1997-09-22 | 1998-09-16 | Hochsiloanlage |
AT98955397T ATE245244T1 (de) | 1997-09-22 | 1998-09-16 | Hochsiloanlage |
PL98339375A PL339375A1 (en) | 1997-09-22 | 1998-09-16 | Tower-type silo |
AU12254/99A AU1225499A (en) | 1997-09-22 | 1998-09-16 | Tower silo works |
DE59809029T DE59809029D1 (de) | 1997-09-22 | 1998-09-16 | Hochsiloanlage |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE29716943.2 | 1997-09-22 | ||
DE29716943U DE29716943U1 (de) | 1997-09-22 | 1997-09-22 | Hochsiloanlage |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1999015746A1 true WO1999015746A1 (de) | 1999-04-01 |
Family
ID=8046306
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP1998/005881 WO1999015746A1 (de) | 1997-09-22 | 1998-09-16 | Hochsiloanlage |
Country Status (7)
Country | Link |
---|---|
EP (1) | EP1025324B1 (de) |
AT (1) | ATE245244T1 (de) |
AU (1) | AU1225499A (de) |
DE (2) | DE29716943U1 (de) |
HU (1) | HUP0003477A3 (de) |
PL (1) | PL339375A1 (de) |
WO (1) | WO1999015746A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100347395C (zh) * | 2003-08-27 | 2007-11-07 | 杨九龙 | 钢筋砼池的施工方法及该方法专用的预制构件 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102011054497A1 (de) * | 2011-10-14 | 2013-04-18 | Berthold Wolf | Silo aus Betonfertigteilen, insbesondere Spänesilo |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3486282A (en) * | 1967-02-27 | 1969-12-30 | Merton Thomas Moriarity | Silo construction |
CH495486A (de) * | 1969-02-17 | 1970-08-31 | Huonder Anton | Silo für Schüttgut |
EP0064572A2 (de) * | 1981-05-07 | 1982-11-17 | Bold-Fertigbau GmbH & Co. | Silobau, insbesondere aus vorgefertigten Stahlbetonfertigteilen |
EP0326982A2 (de) * | 1988-02-03 | 1989-08-09 | Battelle-Institut e.V. | Verfahren zum Nachweis von Kampfstoffen |
DE3915643A1 (de) * | 1989-05-12 | 1990-11-15 | Pius Scherr | Silo zur lagerung von schuettgut, insbesondere zemente, zumahl- und zumischstoffe |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1342418A (en) * | 1918-08-22 | 1920-06-08 | John H A Brahtz | Grain-elevator |
DE1434562A1 (de) * | 1963-04-24 | 1968-11-14 | Betongbolaget Varbergs Betonva | Silo mit getrennten Speicherabteilen |
-
1997
- 1997-09-22 DE DE29716943U patent/DE29716943U1/de not_active Expired - Lifetime
-
1998
- 1998-09-16 HU HU0003477A patent/HUP0003477A3/hu unknown
- 1998-09-16 EP EP98955397A patent/EP1025324B1/de not_active Expired - Lifetime
- 1998-09-16 WO PCT/EP1998/005881 patent/WO1999015746A1/de not_active Application Discontinuation
- 1998-09-16 AT AT98955397T patent/ATE245244T1/de not_active IP Right Cessation
- 1998-09-16 PL PL98339375A patent/PL339375A1/xx unknown
- 1998-09-16 AU AU12254/99A patent/AU1225499A/en not_active Abandoned
- 1998-09-16 DE DE59809029T patent/DE59809029D1/de not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3486282A (en) * | 1967-02-27 | 1969-12-30 | Merton Thomas Moriarity | Silo construction |
CH495486A (de) * | 1969-02-17 | 1970-08-31 | Huonder Anton | Silo für Schüttgut |
EP0064572A2 (de) * | 1981-05-07 | 1982-11-17 | Bold-Fertigbau GmbH & Co. | Silobau, insbesondere aus vorgefertigten Stahlbetonfertigteilen |
EP0326982A2 (de) * | 1988-02-03 | 1989-08-09 | Battelle-Institut e.V. | Verfahren zum Nachweis von Kampfstoffen |
DE3915643A1 (de) * | 1989-05-12 | 1990-11-15 | Pius Scherr | Silo zur lagerung von schuettgut, insbesondere zemente, zumahl- und zumischstoffe |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100347395C (zh) * | 2003-08-27 | 2007-11-07 | 杨九龙 | 钢筋砼池的施工方法及该方法专用的预制构件 |
Also Published As
Publication number | Publication date |
---|---|
EP1025324A1 (de) | 2000-08-09 |
EP1025324B1 (de) | 2003-07-16 |
AU1225499A (en) | 1999-04-12 |
DE29716943U1 (de) | 1999-02-04 |
HUP0003477A2 (hu) | 2001-02-28 |
HUP0003477A3 (en) | 2001-12-28 |
DE59809029D1 (de) | 2003-08-21 |
PL339375A1 (en) | 2000-12-18 |
ATE245244T1 (de) | 2003-08-15 |
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