US20110289865A1 - Container wall for a container covered by a foil and outer formwork for producing the container wall - Google Patents

Container wall for a container covered by a foil and outer formwork for producing the container wall Download PDF

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Publication number
US20110289865A1
US20110289865A1 US13/140,326 US200913140326A US2011289865A1 US 20110289865 A1 US20110289865 A1 US 20110289865A1 US 200913140326 A US200913140326 A US 200913140326A US 2011289865 A1 US2011289865 A1 US 2011289865A1
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US
United States
Prior art keywords
profile
formwork
rail
container wall
clamping
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.)
Abandoned
Application number
US13/140,326
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English (en)
Inventor
Christoph MARTENS
Jan C.F. Behrens
Peter Maack
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.)
Mt-Energie & Co KG GmbH
MT Energie GmbH
Original Assignee
MT Energie GmbH
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 MT Energie GmbH filed Critical MT Energie GmbH
Assigned to MT-ENERGIE GMBH & CO. KG reassignment MT-ENERGIE GMBH & CO. KG ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: BEHRENS, JAN C.F., MAACK, PETER, MARTENS, CHRISTOPH
Assigned to MT-ENERGIE GMBH reassignment MT-ENERGIE GMBH CHANGE OF NAME (SEE DOCUMENT FOR DETAILS). Assignors: MT-ENERGIE GMBH & CO. KG
Publication of US20110289865A1 publication Critical patent/US20110289865A1/en
Abandoned legal-status Critical Current

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    • C—CHEMISTRY; METALLURGY
    • C12—BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12M—APPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
    • C12M1/00—Apparatus for enzymology or microbiology
    • C12M1/107—Apparatus for enzymology or microbiology with means for collecting fermentation gases, e.g. methane
    • 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
    • C—CHEMISTRY; METALLURGY
    • C12—BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12M—APPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
    • C12M21/00—Bioreactors or fermenters specially adapted for specific uses
    • C12M21/04—Bioreactors or fermenters specially adapted for specific uses for producing gas, e.g. biogas
    • C—CHEMISTRY; METALLURGY
    • C12—BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12M—APPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
    • C12M23/00—Constructional details, e.g. recesses, hinges
    • C12M23/36—Means for collection or storage of gas; Gas holders
    • C—CHEMISTRY; METALLURGY
    • C12—BIOCHEMISTRY; BEER; SPIRITS; WINE; VINEGAR; MICROBIOLOGY; ENZYMOLOGY; MUTATION OR GENETIC ENGINEERING
    • C12M—APPARATUS FOR ENZYMOLOGY OR MICROBIOLOGY; APPARATUS FOR CULTURING MICROORGANISMS FOR PRODUCING BIOMASS, FOR GROWING CELLS OR FOR OBTAINING FERMENTATION OR METABOLIC PRODUCTS, i.e. BIOREACTORS OR FERMENTERS
    • C12M23/00—Constructional details, e.g. recesses, hinges
    • C12M23/46—Means for fastening
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B2/00—Friction-grip releasable fastenings
    • F16B2/02—Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening

Definitions

  • the invention relates to a container wall according to claim 1 or 3 and an outer formwork for producing the container wall according to claim 22 .
  • Container for storing and fermenting of ferments for example in so-called biogas plants have considerable dimensions. They are mostly designed silo-like and thus have mostly a circular base.
  • the wall is for example cast from concrete and the sealing to the top is often realized by a roof shaped foil, which is held in a tense and raised state by gas production or by a introduction of compressed air.
  • a clamping profile to the upper outer portion of the wall, into which the foil can be inserted and be affixed by the use of a clamping tube.
  • the objective of the invention is to create a container wall for a container with a device for fixating a foil made of plastic material that seals the container roof-like at the top, which can easily be manufactured and assembled and especially also can withstand high tensile forces at the foil.
  • a further objective is to create a simple outer formwork for a container wall.
  • a clamping channel is provided that is open to the outside with a preferably lateral insertion slot, which height is less than the height of an oblong insertion profile, to which the foil can be wrapped around, that can be inserted into the clamping channel.
  • the lower wall of the clamping channel is just slightly wider than the thickness of the insertion profile at the facing longitudinal edge which is, for example formed as a flat profile, while the upper wall of the clamping channel is at least twice as wide as the thickness of the flat profile at the facing longitudinal edge.
  • the insertion profile with the foil wrapped around is tilted towards the insertion slot through this inserted into the clamping channel and subsequently for example placed into a vertical position, so that with tensile forces at the foil it is pressed from inside against the protrusions which limit the insertion slot. High tensile forces can be absorbed with the help of such a construction without facing the risk that the foil slips out of the clamping channel.
  • the insertion profile comprises a predetermined breaking point, wherein it bents essentially around a horizontal axis when a predetermined maximal force acts on the foil.
  • the insertion profile is preferably made of flat material, for example from sheet steal or plastic. It can be formed as a flat strip or bent or broken or it can be a more or less flat profile strip.
  • the flat strip can have a rectangular, trapezoidal or angular cross section.
  • the insertion slot of the clamping channel lies in a plane, which is obliquely directed downward, which means it lies in an acute angle to the overlying container wall. If the pressure in the container increases, this leads to a raising of the roof foil, whereby the angle is increased. This reduces the pull-out force at the clamping profile. By a tilting of the clamping profile, however a greater pull-out resistance is acquired.
  • the foil rim for example extends in an angle of 30° to 45° to the horizontal.
  • the leg of the clamping profile facing the foil rim preferably extends in the same angle.
  • the clamping channel or the clamping profile respectively is formed by profile rail, which is U-shaped or preferably C-shaped in the cross section and preferably arranged tilted.
  • the container wall is preferably formed from concrete and the rail can be cast into the concrete wall.
  • such a profile rail can be mountable to the outside of the container wall.
  • vertical mounting sections are attachable in intervals on the outside of the container wall, which preferably comprise a recess adapted to the cross section of the rail, in which the profile rail is inserted tilted and fixed, preferably by welding.
  • the rail that is preferably made of longitudinal sections, which are subsequently connected to each other, is first bent and than positively connected to the mounting sections. These are then connected to the container wall, for example by suitable anchors.
  • the mounting section is U-shaped in the cross section, wherein the recess is formed in the legs and the web of the mounting section is connectable with the container wall.
  • a holding means comprise an angle profile, which is for example welded to the rail, wherein the angle profile is mountable to the outer wall of the container.
  • the clamping profile in the form of a profile rail which is preferably C-shaped in the cross section, can be cast into the container wall.
  • a high pull-out force can be also obtained, if the clamping profile is arranged a certain distance to the upper edge of the container wall. A deformation of the leg of the rail facing the foil rim is no risk.
  • the upper edge or the upper leg of the profile rail is flush with the top of the container wall.
  • the top of the container wall can rise towards the outside.
  • the clamping profile or the profile rail respectively is cast to the container wall in a distance to the top of the container wall, the outer upper edge of the wall is rounded according to a further embodiment of the invention. In this way the foil is not loaded as much.
  • the invention is particularly advantageous, if the profile rail is in a tilted position, to increase the pull-out force and to reduce the bending load at the associated leg respectively.
  • the upper leg is loaded with the tensile force of the foil in particular.
  • the tensile force produces a bending moment.
  • the tilted arrangement allows an extension of the leg of the profile rail facing the foil in a direction approximately parallel to the foil or in only a small angle to it.
  • a small-scale profile rail can be used to achieve the same pull-out forces as in conventionally mounted profile rails whose insertion slot is for example in the vertical or whose upper leg forms a larger angle to the foil respectively.
  • the thickness of the material of the profile rail can be very small, since the forces are largely absorbed by the surrounding material of the container wall. Also with the arrangement of the profile wall in recesses of vertical mounting sections it is ensured that a significant resistance is opposing the bending of the upper leg of the profile rail, whereby the risk of pulling out the foil rim is considerably reduced.
  • the invention is also related to an outer formwork for the production of a container wall from concrete. With the help of a formwork a clamping profile can be easily produced in the concrete wall.
  • a profile rail which is U- or C-shaped in the cross section is detachably mountable to the outer formwork elements, wherein the connection between these parts is accessible from the outside.
  • the profile rail is automatically embedded in the wall.
  • the connection of the other formwork with the profile rail is released.
  • the profile rail can also be mounted to a formwork, so that the upper leg is approximated to the extension direction of the foil or its insertion slot in the cross section respective extends in a plane that is obliquely directed downward.
  • the clamping profile by a suitable positive profile on the outer formwork.
  • Synthetic material used for the positive profile can be removed with heat and/or chemical substances, so that a clamping channel is formed in the wall for the fixation of the foil rim with a suitable clamping element.
  • the clamping element is either an inflatable clamping tube or the already mentioned insertion profile to which the foil rim is wrapped around. In the event of a tensile force the foil rim together with the clamping element is applied against the inside of the clamping profile or its protrusions in the area of the insertion slot.
  • the attachment means comprise at least one hole at the top of the formwork elements as well as a plug- or screw connection for a profile holder, which in turn is designed so that it temporarily fixates a profile rail or a formwork rail to the formwork element before filling in the concrete and after filling the concrete a profile rail or a formwork rail can be brought out of engagement with the formwork element by releasing the attachment means and tilting movement with the profile rail or the formwork rail respectively.
  • the profile holder can comprise a first sheet-metal portion, which in an approximately right angle to the insertion slot engages behind the foil limiting protrusions of the profile rail or of the formwork rail from the inside and comprising a transversally thereto disposed second sheet-metal portion, which is placeable on top of the formwork and comprises a mounting hole that is aligneable to the hole in the formwork element.
  • the plug connection can comprise a pin as well as a clamping portion for the clampingly fixation of the second sheet-metal portion at the top of the formwork element by rotation of pin and clamping element.
  • a C-shaped running rail which is composed of individual running rail elements can be connected to the formwork element to embed the running rail in the concrete of the container wall.
  • a running rail allows the attachment of a carriage at the outside of the container wall, wherein it is suspended from rollers that roll in the running rail.
  • the running rail elements can be connected to the profile rail elements at the outset, preferably by welding.
  • FIG. 1 a shows a schematic plan view of a container.
  • FIG. 1 b shows a section through the illustration according to FIG. 1 along the line 2 - 2 .
  • FIG. 2 shows a detail III according to FIG. 1 b for the fixation of a roof
  • FIG. 3 shows a further embodiment for the fixation of a roof foil.
  • FIG. 4 shows a further embodiment for the fixation of a roof foil.
  • FIG. 5 shows a further embodiment for the fixation of a roof foil.
  • FIG. 6 shows a further embodiment for the fixation of a roof foil.
  • FIG. 7 shows a further embodiment for the fixation of a roof foil.
  • FIG. 8 shows enlarged for example a profile rail according to FIG. 6 .
  • FIG. 9 shows a profile rail, but on the outside of the container wall in a tilted position
  • FIG. 10 shows an attachment profile for a profile rail according to FIG. 9
  • FIG. 11 shows indicated an outer formwork for a container wall according to the invention.
  • FIG. 12 shows the attachment of a profile rail to the formwork according to FIG. 11 .
  • FIG. 13 shows the view of the profile rail according to FIG. 12 in the direction of arrow 13 .
  • FIGS. 14 to 17 show various views of clamping attachment elements for a profile holder according to FIG. 12 or 13 respectively.
  • FIGS. 1 a and b is indicated a container 10 , which base plate 12 comprises concrete and a cylindrical wall 14 , also made of concrete.
  • the concrete wall is, for example, made with a variety of formwork elements which are arranged outside and inside.
  • To the top at least one plastic foil 16 is spanned over the container 10 , wherein its rim is fixed at the upper area on the outside of the wall 14 , as will be further described below.
  • a ferment 18 In the container is, for example, a ferment 18 .
  • a peripheral platform 20 with railings is shown on the outside of the wall 14 .
  • the platform consists of individual platform elements, which can also be connected to each other. The platform is not important for the invention.
  • FIG. 1 b furthermore is indicated a outer formwork 26 and a inner formwork 27 . It serves, as mentioned, for the production of the wall, wherein the formwork is removed after construction of the concrete wall 14 .
  • FIG. 2 at 110 the upper part of the container wall is shown, as it can be seen in FIG. 3 .
  • It contains a clamping channel 112 , that comprises a bottom 114 , an upper wall 116 and a lower wall 118 .
  • the walls are curved in the cross section.
  • a clamping element in form of a flat profile 126 has approximately the same dimensions over its height and its thickness and is rounded at the edges.
  • the flat profile 116 comprises a notch 132 , which forms a predetermined breaking point.
  • the predetermined breaking point as a last instance prevents a rupture of the foil and can provide emergency relief.
  • clamping channel 112 can also, for example, be produced from a separate profile rail, which is further described below.
  • profile of the clamping channel and the clamping element in the clamping channel are essential.
  • FIGS. 3-5 a section through the upper portion of the container wall 14 is shown, which is, however, structured differently in the upper portion, as described below. It can also be seen an outer- and inner formwork 26 , 27 according to FIG. 1 b in production of the container wall of concrete.
  • FIG. 3 a box-shaped or in the cross section C-shaped profile rail 36 is shown, which has, for example, a shape as shown in FIG. 2 .
  • the profile rail 36 is integrated in the wall 14 , so that the upper side or the upper leg respectively is flush with the horizontal top of the wall 14 .
  • the profile rail 36 is detachably connected to the outer formwork 26 (not shown). After forming the wall 14 naturally the formwork 26 , 27 is removed, wherein beforehand the detachable connection to the outer formwork 26 is released.
  • the profile rail 36 is than connected to the wall 14 .
  • the profile rail consists of individual segments of specific length, which is preferably significantly smaller than the circumferential length of the container 10 . Thereby, a rail segment can be connected to one or more adjacent formwork elements.
  • the profile rail 36 or its individual segments respectively are provided with anchor portions, which, as shown at 38 , extend obliquely downward into the wall 14 . They are already located in the profile rail 36 , when it is mounted to the outer formwork 26 .
  • arrows 40 indicate the direction of the tensile force of a foil, which is referenced as 16 in FIG. 1 b . It is fixated in the profile rail 36 . This is further described below.
  • the different angles of the pulling direction 40 result from the type of foil (gas storage foil, air-supported dome) and structural conditions. Depending on the size of the angle, load and bending force at the upper leg of the profile rail are modified.
  • the embodiment according to FIG. 4 differs to that according to FIG. 3 in that the profile rail 36 is embedded in a distance to the top of the wall 14 . Again the profile rail 36 is first connected to the outer formwork 26 .
  • the foil that is affixed with its rim in the profile rail 36 , first extents vertically on the outside of the wall 14 and is guided obliquely upward on the wall 14 over a rounded edge 42 .
  • the edge 42 reduces the strain that occurs with the deflection of the foil.
  • FIG. 9 or 12 a C-shaped profile rail is shown, the way it can be embedded in the wall 14 like in the embodiment according to FIGS. 3 and 4 . Therefore, the details of this rail shall be explained below.
  • the profile rail 18 a having a C-shaped cross section, comprises a web 20 a and two parallel spaced legs 22 a , 24 a .
  • the legs are bent at 26 a .
  • the profile rail 18 a that is shown is slightly tilted with obliquely downward pointing legs 22 a , 24 a .
  • An insertion slot 21 (seen in the cross section) is thus in a plane pointing downward.
  • the profile rail 18 a according to FIG. 9 is also embedded in the wall 14 , so that its upper edge is flush with the top of the wall 14 .
  • This top comprises a slope, as indicated at 44 .
  • the slope is directed to the outside.
  • the clamping rail 18 a is in turn detachably connected with the outer formwork 26 , when the wall 14 is produced. Subsequently this connection is released, so that the outer formwork 26 can be removed.
  • a tilted mounting of the clamping profile 18 a has the advantage of achieving significantly higher pull-out resistance for the foil rim and a favourable strain on the profile rail.
  • the upper leg is essentially strained in its extending direction rather than in bending. Hence the foil rim is held particularly secure in the clamping profile 18 a.
  • the clamping of a foil 28 in FIG. 9 is done by an inflatable tube 30 that is inserted into the clamping channel formed by the C-shaped profile rail 18 a and subsequently inflated.
  • the clamping is preferably at the inside of web 20 a and legs 22 a , 24 a as can clearly be seen.
  • the inwardly curved portions 26 prevent the tube 30 from being pulled out of the clamping rail 18 a by a corresponding load.
  • FIG. 8 It is also possible to embed a clamping channel in the concrete wall with a formwork. This possibility is indicated in FIG. 8 .
  • an upper profile portion 50 and a lower profile portion 52 are provided, which can be connected to each other using a screw connection 54 .
  • the profile portions 50 , 52 form a protrusion 56 , which, when casting, forms a channel in the concrete wall 58 , as, for example, is indicated in several of the above figures.
  • a plurality of profile portions 50 , 52 are provided in circumferential direction, which can be connected to each other, namely via screw connections 60 and 62 respectively.
  • the lower profile portion 52 is also connected via a flange 64 to an underlying not shown formwork element by a screw connection 66 .
  • the screw connections 54 , 60 , 62 are released.
  • the screw connections 60 , 54 , 62 comprise a screw bolt 60 and a cap nut 70 .
  • the cap nuts 70 remain in the wall 58 , while the screw bolts 68 are unscrewed.
  • the lower profile portion 52 can be removed by oblique lifting and lateral pull and then the upper profile portion 56 is removed from the so formed channel by a diagonal motion.
  • the profile rail 18 a is mounted to the outside container wall 10 a .
  • a leg of an angle profile 12 is welded with the wall 10 a , as indicated at 16 a .
  • the other leg of the angle profile 12 is anchored with the wall 10 a in an appropriate manner.
  • FIG. 10 shows again the profile rail 18 a according to FIG. 9 . It shall thereby no longer be described in detail.
  • FIG. 10 also shows a fastening profile 80 . It has a certain vertical length, of, for example, 0.15 m. In the cross section it is U-shaped with a web 82 and two legs, one of which is shown at 84 . In the upper area of the fastening profile 80 the legs 84 are provided with a triangular recess 86 . The profile rail 18 a is inserted and affixed in this in a tilted position, for example, in an angle of 45°.
  • the fixation is, however, done only after the sections of the profile rail 18 a are bent in the correct round shape, corresponding to the outer radius of the container, to which the profile rail 18 a should be mounted.
  • Holes 86 a are formed into the web of the fastening profile 80 , so that the fastening profile 80 can be mounted vertically to the outside container wall, for example, the wall 10 a in FIG. 9 , by means of screws or anchors respectively.
  • a positive profile of plastic can be attached to the formwork, which is then removed from the wall, for example by heat or a reagent. This leaves a clamping profile in the wall with the same function as a clamping rail.
  • FIGS. 6 and 7 other ways to form a clamping profile are indicated.
  • an outer formwork element 40 a is detachably connected with a fiber concrete section 42 a , wherein the detachable connection, which must be accessible from the outside, is not shown.
  • the fiber concrete section 42 a comprises a ready-made channel 44 a and is, in the casting, embedded in this (wall 14 a ).
  • the fiber concrete section 42 a can be ready-made. It can already be connected to the formwork element 40 a in a distance, before it comes to the work site or it can be connected to the formwork element 40 a at the work site.
  • FIG. 7 shows another possibility.
  • a concrete element 46 a is put on top of the concrete wall 14 b , which is provided with clamping channel 44 a .
  • the concrete element 46 a is ready-made and comprises reinforcement 48 a that is standing downward and to the outside, which can be inserted into the soft concrete after casting the wall 14 b , for connecting the concrete element 46 a with the wall 14 b.
  • FIG. 11 shows indicated a formwork 200 for a container comprising a concrete wall, namely the outer formwork.
  • the outer formwork consists of lower formwork elements 202 , which are set up in a ring and thereby form the outer wall of the container, not shown.
  • upper formwork elements 204 are placed and connected to each other with, for example, screw connections.
  • the formwork elements 202 , 204 comprise aligned mounting holes 206 and 208 respectively.
  • the upper formwork elements 204 form the upper rim of the container. They also have holes at the top, one of which is shown at 210 .
  • FIG. 11 shows a sheet-metal portion 212 that can be mounted on top of the formwork elements 204 .
  • an upper outer formwork element 204 is indicated and also the sheet-metal portion 212 with its mounting hole 214 . It can be seen that a vertical sheet-metal portion 216 , which comprises a rectangular slot 218 at the upper end and a protrusion 220 at the lower end, is welded to the horizontal sheet-metal portion 212 .
  • a profile rail 222 is indicated, which has the form of a slightly compressed C-profile with a sloping upper wall 224 or leg, a substantially curved lower wall 226 or leg and a bottom 228 .
  • the dimensions of the upper and lower wall are such that the width of the clamping channel 230 inside the profile rail 222 is considerably larger in the upper area than in the lower area.
  • the bottom 228 is arranged at an angle.
  • the cross section of the clamping channel 230 is similar to that of FIG. 2 , wherein unlike in FIG. 2 the upper wall 224 runs obliquely upwards. This provides the advantage that the profile rail 222 , as shown in FIG. 9 , can absorb the tensile force from the foil, not shown, as compressive load in the upper leg 224 .
  • the clamping channel 230 is adapted to receiving a flat profile (as per FIG. 2 ) to affix a foil in the clamping channel 230 .
  • the sheet-metal portion 212 , 216 are part of a profile holder, to hold the profile rail 222 at the formwork element 204 before embedding in the wall 232 .
  • a profile holder can be effectively attached to the formwork element 204 .
  • the device according to FIGS. 14 to 17 comprises a pin 240 that is affixed to an angle section 242 of sheet-metal, for example by welding. On the leg of the angle section 242 away from the pin 240 a slot 244 is formed. A handle portion 246 is connected to the angle section 242 .
  • the pin is inserted through the holes 214 , 210 .
  • the slot 244 is oriented approximately to the sheet-metal portion 212 and the sheet-metal of the formwork element 204 .
  • a concrete wall 232 is already created, wherein the inner formwork elements are not shown.
  • the concrete wall comprises reinforcements 252 .
  • a running rail 254 with a C-section is connected to the underside of the profile rail 222 by welding. It is therefore also be held by the profile holder until the concrete is cured.
  • the running rail 254 is used to hold one or more rollers 256 for a not shown carriage that is suspended on the outside of the wall 232 and can be run around the container using the running rail 254 .
US13/140,326 2008-12-17 2009-12-17 Container wall for a container covered by a foil and outer formwork for producing the container wall Abandoned US20110289865A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE202008016776U DE202008016776U1 (de) 2008-12-17 2008-12-17 Vorrichtung zur Festlegung einer Folie an einem Behälter und Schalung zur Herstellung der Vorrichtung
DE202008016776.0 2008-12-17
PCT/EP2009/009063 WO2010075981A2 (de) 2008-12-17 2009-12-17 Behälterwand für einen von einer folie abgedeckten behälter und aussenschalung zur herstellung der behälterwand

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US20110289865A1 true US20110289865A1 (en) 2011-12-01

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US (1) US20110289865A1 (de)
EP (1) EP2376617B1 (de)
JP (1) JP2012511919A (de)
KR (1) KR20110106376A (de)
CN (1) CN102300978B (de)
BR (1) BRPI0923441A2 (de)
CA (1) CA2747671A1 (de)
DE (1) DE202008016776U1 (de)
RU (1) RU2011127083A (de)
WO (1) WO2010075981A2 (de)

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US20150197953A1 (en) * 2012-11-06 2015-07-16 Ihi Corporation Method for constructing cylindrical tank
US20150267434A1 (en) * 2012-11-12 2015-09-24 Ihi Corporation Method for constructing cylindrical tank
US20180016093A1 (en) * 2015-02-13 2018-01-18 Driessen Aerospace Group N.V. Cargo container closure systems
US11230853B2 (en) 2013-04-24 2022-01-25 JWF Industries Large capacity above ground impoundment tank

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DE102012205133A1 (de) 2012-03-29 2013-10-02 Manuel Lipp Behälter, insbesondere Gär- oder Faulbehälter
CN103590642B (zh) * 2012-08-15 2019-04-23 陈开银 钢筋混凝土整体预制容器罐、容器池
DE102012022194A1 (de) * 2012-11-08 2014-05-08 Xaver Lipp Vorrichtung zum gasdichten Verschließen eines Behälters, insbesondere eines Biogasreaktors, sowie Behälter mit einer solchen Vorrichtung
DE102013114715A1 (de) 2013-12-20 2015-06-25 agriKomp GmbH Gasspeicherabdeckung
DE102016105047A1 (de) * 2016-03-18 2017-09-21 Gea Mechanical Equipment Gmbh Dichtungsanordnung zur Abdichtung eines Spaltes

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BRPI0923441A2 (pt) 2015-08-11
CA2747671A1 (en) 2010-07-08
WO2010075981A9 (de) 2010-08-26
EP2376617B1 (de) 2016-10-19
RU2011127083A (ru) 2013-01-27
CN102300978A (zh) 2011-12-28
EP2376617A2 (de) 2011-10-19
WO2010075981A3 (de) 2011-09-15
WO2010075981A2 (de) 2010-07-08
KR20110106376A (ko) 2011-09-28
JP2012511919A (ja) 2012-05-31
DE202008016776U1 (de) 2009-03-12
CN102300978B (zh) 2013-06-19

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