EP1935959A2 - Matériau auto-étanche pour l'étanchéification de surfaces de sols - Google Patents

Matériau auto-étanche pour l'étanchéification de surfaces de sols Download PDF

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Publication number
EP1935959A2
EP1935959A2 EP07022533A EP07022533A EP1935959A2 EP 1935959 A2 EP1935959 A2 EP 1935959A2 EP 07022533 A EP07022533 A EP 07022533A EP 07022533 A EP07022533 A EP 07022533A EP 1935959 A2 EP1935959 A2 EP 1935959A2
Authority
EP
European Patent Office
Prior art keywords
drum
sealing
bodies
water
bentonite
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Withdrawn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
EP07022533A
Other languages
German (de)
English (en)
Other versions
EP1935959A3 (fr
Inventor
Jürgen Fischer
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.)
Matthai Bauunternehmen & Co KG GmbH
Original Assignee
Matthai Bauunternehmen & Co KG 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
Priority claimed from EP06026282A external-priority patent/EP1936042B1/fr
Application filed by Matthai Bauunternehmen & Co KG GmbH filed Critical Matthai Bauunternehmen & Co KG GmbH
Priority to EP07022533A priority Critical patent/EP1935959A3/fr
Publication of EP1935959A2 publication Critical patent/EP1935959A2/fr
Publication of EP1935959A3 publication Critical patent/EP1935959A3/fr
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B5/00Artificial water canals, e.g. irrigation canals
    • E02B5/02Making or lining canals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/121Devices for applying linings on banks or the water bottom
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/128Coherent linings made on the spot, e.g. cast in situ, extruded on the spot
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F26DRYING
    • F26BDRYING SOLID MATERIALS OR OBJECTS BY REMOVING LIQUID THEREFROM
    • F26B11/00Machines or apparatus for drying solid materials or objects with movement which is non-progressive
    • F26B11/02Machines or apparatus for drying solid materials or objects with movement which is non-progressive in moving drums or other mainly-closed receptacles
    • F26B11/04Machines or apparatus for drying solid materials or objects with movement which is non-progressive in moving drums or other mainly-closed receptacles rotating about a horizontal or slightly-inclined axis
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F26DRYING
    • F26BDRYING SOLID MATERIALS OR OBJECTS BY REMOVING LIQUID THEREFROM
    • F26B11/00Machines or apparatus for drying solid materials or objects with movement which is non-progressive
    • F26B11/18Machines or apparatus for drying solid materials or objects with movement which is non-progressive on or in moving dishes, trays, pans, or other mainly-open receptacles
    • F26B11/181Machines or apparatus for drying solid materials or objects with movement which is non-progressive on or in moving dishes, trays, pans, or other mainly-open receptacles the receptacle being a foraminous, perforated or open-structured drum or drum-like container, e.g. rotating around a substantially horizontal or vertical axis; the receptacle being multiple perforated drums, e.g. in superimposed arrangement
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F26DRYING
    • F26BDRYING SOLID MATERIALS OR OBJECTS BY REMOVING LIQUID THEREFROM
    • F26B17/00Machines or apparatus for drying materials in loose, plastic, or fluidised form, e.g. granules, staple fibres, with progressive movement
    • F26B17/18Machines or apparatus for drying materials in loose, plastic, or fluidised form, e.g. granules, staple fibres, with progressive movement with movement performed by rotating helical blades or other rotary conveyors which may be heated moving materials in stationary chambers, e.g. troughs
    • F26B17/20Machines or apparatus for drying materials in loose, plastic, or fluidised form, e.g. granules, staple fibres, with progressive movement with movement performed by rotating helical blades or other rotary conveyors which may be heated moving materials in stationary chambers, e.g. troughs the axis of rotation being horizontal or slightly inclined

Definitions

  • the present invention relates to a self-sealing sealing material for sealing floor surfaces, especially under water, such as soles and embankments of channels or the like, a method and an apparatus for producing the same and methods for sealing of floor surfaces, especially under water, such as soles and slopes of channels or the like, in which a clayey mass of material is first prepared for homogenization and then applied to the bottom surface, and a device for applying bulk material.
  • From the DE 198 36 818 C2 is a method for sealing of floor surfaces, especially under water, such as soles and slopes of channels or the like, in which a clayey mass of material is first prepared for homogenization and then applied to the bottom surface known. More specifically, in the known method, the processed clayey earth mass is divided into a plurality of three-dimensional bodies, the bodies thus produced are applied to the bottom surface and the body located on the bottom surface is processed so that the plurality of three-dimensional bodies deforms into a dense layer.
  • the known method is quite time consuming and thus expensive by the processing step.
  • the invention is therefore based on the object, a less time-consuming sealing of floor surfaces, especially under water, such as soles and slopes of channels or the like to allow.
  • a self-sealing sealing material for sealing floor surfaces, in particular under water, such as soles and slopes of channels or the like comprising a plurality of dried, at least substantially spherical bodies, consisting of a mixture of clay earth mass and at least one when swelling contact with water source material consist.
  • the clayey mass of matter may be clay, preferably recycled.
  • the source material may consist, for example, of bentonite powder, bentonite beads or bentonite pellets.
  • this object is achieved by a method for producing a self-sealing sealing material for sealing of floor surfaces, especially under water, such as soles and slopes of channels or the like, characterized in that clayey mass of material with the addition of at least one at Contact with water swelling source material is homogenized and formed in a screen and drying drum unit into a plurality of at least substantially spherical bodies and the bodies thus formed are dried.
  • a device for producing a self-sealing sealing material according to one of claims 1 to 6, characterized in that it comprises two concentric drums with an upper end of the drum and a lower end of the drum, the outer of the two Drums is stationary, a closed drum wall having a lower material outlet near the upper end of the drum and in its drum end wall at the upper end of the drum a material feed hopper and in its drum end wall at the lower end of the drum has a Matterkornauslrawö réelle, further rotatable the inner of the two drums about the common axis is on the side of the material hopper having a first, closed drum wall part and subsequently a second, sieve-like drum wall part, on the outside of the drum wall of the rotatable drum Materialleitplatten are arranged with at least a portion of the Materialleitplatten directed towards the material outlet opening angle of attack, in the region of second, sieve-like drum wall portion in the rotatable drum an opposite to
  • this object is achieved according to a further aspect by a method for sealing of floor surfaces, in particular under water, such as soles and slopes of channels or the like, in which a clayey mass of earth is first prepared for homogenization and then applied to the bottom surface, characterized in that, when homogenizing the clayey mass of material, at least one swelling material swelling on contact with water is added, the resulting material is formed into a plurality of at least substantially spherical bodies, the bodies thus formed are applied to the ground surface and at least one protective layer is applied to the applied bodies is applied.
  • the prepared mass of material can be mixed with the source material on site, that is at the construction site, or in advance.
  • the protective layer also serves as a ballast layer.
  • the present application provides a method for sealing floor surfaces, especially under water, such as soles and embankments of channels or the like, in which a clayey mass of material is prepared for homogenization, characterized in that three-dimensional body of the processed Bulk mass with at least one swelling on contact with water Source material, which is in the form of three-dimensional bodies, mixed and then applied to the bottom surface and at least one protective layer are applied thereto.
  • the present invention provides a device for applying bulk material, in particular self-sealing sealing material according to one of claims 1 to 6, on a bottom surface under water, such as soles and slopes of channels or the like, comprising a Schütt driving, characterized in that a Schüttgutleit observed provided which comprises at least one roll-up or collapsible curtain of water-permeable, flexible material to form a bulk pass under the chute.
  • the sealing material is granular.
  • the diameter (s) or equivalent diameter (s) of the plurality of bodies is / are in the range of about 1 to 70 mm.
  • the bodies may thus have diameters which extend over the entire aforementioned region or only a partial region thereof, or at least in principle have a single diameter with respective statistical deviations within the aforementioned range.
  • the diameter of the grains depending on the site and / or requirements of the site over a range of 2 to 20 mm, 2 to 30 mm or similar extend, but also have a monodisperse distribution.
  • the three-dimensional bodies can be directly or indirectly dried in the process for production by means of heating coils, hot air or microwaves.
  • Materialleitplatten are in the field of Material outlet arranged circumferentially parallel to the longitudinal axis of the drums. This facilitates the material ejection.
  • the Materialleitplatten are arranged in the vicinity of the lower end of the drum at an angle of approximately 45 ° to the longitudinal axis of the drums. This makes it easier to get material from the corners in the area of the lower end of the drum.
  • the Materialleitplatten are in the region of the material outlet and / or in the vicinity of the lower end of the drum substantially rectangular or square.
  • the material guide plates in the region between the region of the material outlet and the vicinity of the lower end of the drum substantially rectangular or square, but at least one side is provided with a recess.
  • the at least one source material bentonite powder, bentonite beads or bentonite pellets.
  • the or at least one protective layer is a filter layer or a layer of water bricks.
  • the bottom surface is a channel bottom, and prior to application of the shaped bodies to the channel bottom, the sheet is produced.
  • the or at least one protective layer is preferably a filter layer or a layer of water bricks.
  • At least one curtain can be rolled onto a holding roller.
  • two spaced, parallel spreadable curtains are provided.
  • the invention is based on the surprising finding that a self-sealing seal or source seal is achieved by the use of dried bulk material, whereby a subsequent processing step can be omitted.
  • a self-sealing seal or source seal is achieved by the use of dried bulk material, whereby a subsequent processing step can be omitted.
  • the surface seal has a self-healing effect in case of damage or subsidence.
  • spherical bodies are particularly easy to dry through and lead to a particularly low adhesion of the body and to a particularly low transport weight. In addition, very few cavities are present, whereby a particularly rapid sealing is possible. In addition, the bodies are particularly easy to manufacture.
  • the device according to the invention for the production can be automatically produce at least almost spherical body.
  • FIG. 1 shows an at least substantially spherical body 10 made of clay 12 and source material 14 mixed therewith.
  • the source material 14 may consist, for example, of bentonite beads and preferably of bentonite powder.
  • the body 10 may be dried and solid. Upon contact with water (not shown), the source material 14 begins to swell. In FIG. 1 is shown from top to bottom, as the source material 14 begins to swell and is getting bigger.
  • the size of the body 10 is dependent on the conditions of the individual case, in principle grain-graded bulk material is desired in order to achieve the highest possible density of storage of the body in a surface seal.
  • FIG. 2 shows a sectional view in the region of a channel bottom 16.
  • the planum 18 is made.
  • body 10 applied in the form of a sealing layer 22.
  • the sealing layer 22 is followed by filter layers 26 and 28.
  • On the filter layer 28 is then applied a layer 30 of water bricks.
  • the filter layers 26 and 28 and the layer 30 simultaneously serve as ballast layers.
  • the bodies 10 When the bodies 10 are placed at the position to be sealed, which may be several thousand bodies per square meter depending on the size, the bodies 10 come into contact with water on their surface and become plastic.
  • the outer bentonite grains incorporated in the bodies 10 as the source material 14 begin to absorb water.
  • the bodies 10 increase in volume (see FIG. 3 ) and begin to self-seal the surface to be sealed. Due to the further progress of water absorption of the body 10, these are constantly plastic, so that the swelling process continues to progress.
  • the further layers 26, 28 and 30 are applied, as required.
  • the ballast layers cause a mechanical vertical pre-compaction of the sealing layer 22.
  • the now further penetrating into the sealing layer 22 water is continuously absorbed by the source material 14 in the bodies 10, so that there is a continuous increase in volume of the body 10 (see FIG. 3 ).
  • the bodies 10 wedge and seal the surface hydraulically in the horizontal position (see FIG. 3 ).
  • the expansion of the body 10 can only take place in the horizontal, since vertically the surface is ballasted.
  • the lower portion of the sealing layer 22 is prevented from further reacting with the water, so that the swelling operation is interrupted.
  • this lower area still has further unused source potential.
  • the lower region of the sealing layer 22 is capable of self-sealing these damages, since the latter still has source potential.
  • the swelling volume and the swelling speed can be adjusted.
  • the seal with bodies 10 and moldings made of clay can be individually adapted to the requirements of the individual construction measure.
  • FIG. 4 shows the sealing situation in the area of a building or a sheet pile 32.
  • the sealing layer 22 is applied to the sheet pile 32 independently.
  • a device 34 for applying the body 10 is shown as a sealing layer. Said device also serves to apply the separating and filtering layers.
  • Said device 34 has, in addition to a dumping device 36 for bulk material 38, a bulk material guide device made of a water-permeable and flexible material Material, in this case chain mats 40 and 42 on.
  • the chain mats 40 and 42 extend vertically parallel to each other on two opposite sides of the device 34. More specifically, they extend at right angles to two oppositely disposed floats 44 and 46.
  • the chain mats are rollable on and secured to support rollers 48 and 50. By means of the retaining rollers 48, 50 they can be discharged more or less far down depending on the need and depth of the water 54.
  • the device 34 is still next to the point with built-bulk material 52 from the three-dimensional bodies described above, while in FIG. 6 is arranged above the built bulk 52.
  • FIGS. 7 to 9 there is shown an apparatus for producing a self-sealing sealing material according to a particular embodiment of the present invention.
  • Said device 56 comprises two concentric drums, namely an outer stationary drum 58 and an inner rotatable drum 60 with an upper drum end 62 and a lower drum end 64.
  • the two drums 58 and 60 are thus not exactly horizontal, but have a slope from the upper end of the drum 62 to the lower end of the drum 64.
  • the outer drum 58 has a closed drum wall 66 with a lower material outlet opening 68 near the upper drum end 62 and in its drum end wall 70 at the upper end of the drum 62, a material feed hopper 72 and in its drum end wall 74 at the lower end of the drum 64 a Matterkornauslouö réelle 76 on.
  • the inner drum 60 has a first, closed drum wall portion 78 and, subsequent thereto, a second, screen-like drum wall portion 80.
  • material guide plates On the outside 82 of the inner drum 60 are material guide plates, only a few of which are denoted by the reference numerals 84, 86 and 88, with at least one Part of the Materialleitplatten to the material outlet opening 68 directed towards angle arranged.
  • an opposite to the inner drum 60 rotatable Materialraspeltrommel 90 is arranged concentrically to the latter and in the outer drum 58, a heater 92 integrated.
  • the material guide plates 84 are arranged circumferentially parallel to the longitudinal axis of the drums 58 and 60, while the material guide plates 88 are arranged in the vicinity of the lower drum end 64 at an angle of approximately 45 ° to the longitudinal axis of the drums 58 and 60.
  • the Materialleitplatten 84 and 88 in the region of the Materialauslrawö réelle 68 and in the vicinity of the lower end of the drum 64 is substantially rectangular.
  • the material guide plates 86 are substantially rectangular in the region between the region of the material outlet opening 68 and the vicinity of the lower drum end 64, but each have a recess 94 on opposite narrow sides.
  • the spherical bodies 10 can be manufactured as follows.
  • the processed material is fed to the inner rotating drum 60 via the material feeding hopper 72.
  • the super-granular material is comminuted by the material razor drum 90 to a sieve-capable material and screened.
  • the material rasping drum 90 is mounted on a material rasp axis 96 and rotates counter to the rotating inner drum 60. Oversize material which is not crushed by the material rapping drum 90 is removed from the inner drum 60 via the over grain outlet port 76 and then re-sieved through the material feed hopper 72 fed.
  • the sieved material or granules is dried by means of the heating device 92.
  • the heating device 92 integrated in the outer drum 58 becomes the outer drum shell by thermal insulation 98 protected against heat loss.
  • the moisture produced by the drying of the granules is discharged via the material feed hopper 72. Fresh air is supplied via the oversize discharge port 76.

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Sealing Material Composition (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
EP07022533A 2006-12-19 2007-11-21 Matériau auto-étanche pour l'étanchéification de surfaces de sols Withdrawn EP1935959A3 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP07022533A EP1935959A3 (fr) 2006-12-19 2007-11-21 Matériau auto-étanche pour l'étanchéification de surfaces de sols

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
EP06026282A EP1936042B1 (fr) 2006-12-19 2006-12-19 Matériau autoétanche pour l'étanchéification de surfaces de sols
DE102007034055A DE102007034055A1 (de) 2006-12-19 2007-07-20 Selbstdichtendes Abdichtungsmaterial zur Abdichtung von Bodenflächen, insbesondere unter Wasser, wie beispielweise Sohlen und Böschungen von Kanälen oder dergleichen, Verfahren und Vorrichtung zur Herstellung desselben sowie Verfahren zur Abdichtung von Bodenflächen und Vorrichtung zum Aufbringen von Schüttgut
EP07022533A EP1935959A3 (fr) 2006-12-19 2007-11-21 Matériau auto-étanche pour l'étanchéification de surfaces de sols

Publications (2)

Publication Number Publication Date
EP1935959A2 true EP1935959A2 (fr) 2008-06-25
EP1935959A3 EP1935959A3 (fr) 2009-12-16

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP07022533A Withdrawn EP1935959A3 (fr) 2006-12-19 2007-11-21 Matériau auto-étanche pour l'étanchéification de surfaces de sols

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EP (1) EP1935959A3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2492399A2 (fr) 2011-02-24 2012-08-29 Matthäi Bauunternehmen GmbH & Co. KG Matériau d'étanchéité durable autoétanchable et pulvérulent, pour fermer de façon étanche des sols sous eaux in situ, en particulier des sols inclinés, par exemple des talus de canaux ou similaires

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19836818C2 (de) 1998-08-14 2002-07-11 Freytag Ludwig Gmbh & Co Kg Verfahren und Vorrichtung zur Abdichtung von Kanalsohlen

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2728733A (en) * 1950-09-26 1955-12-27 Res Counsel Inc Light-weight aggregates of perlite fines and clay
US4038021A (en) * 1976-04-05 1977-07-26 Benson John O Continuous grain drier and method
IE921292A1 (en) * 1992-04-22 1993-11-03 Pharo Ltd Method for making a sealing and elements used to this end
US5273355A (en) * 1992-04-23 1993-12-28 Astec Industries Inc. Aggregate dryer and soil incinerator
US5897946A (en) * 1994-05-16 1999-04-27 New Waste Concepts, Inc. Flowable material to isolate or treat a surface
DE4418613A1 (de) * 1994-05-27 1995-11-30 Sued Chemie Ag Dichtmaterial gegen organische Flüssigkeiten
DE4418646A1 (de) * 1994-05-27 1995-11-30 Sued Chemie Ag Quellfähige Smektit-Dichtschicht
DE19509747A1 (de) * 1994-11-17 1996-09-19 Paul Wueseke Kalksandsteinwerk Hochporöses Granulat zur Verwendung als Tierstreu und Verfahren zur Herstellung des Granulates
US6386796B1 (en) * 2000-03-06 2002-05-14 John H. Hull Composite particles and methods for their application and implementation

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19836818C2 (de) 1998-08-14 2002-07-11 Freytag Ludwig Gmbh & Co Kg Verfahren und Vorrichtung zur Abdichtung von Kanalsohlen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2492399A2 (fr) 2011-02-24 2012-08-29 Matthäi Bauunternehmen GmbH & Co. KG Matériau d'étanchéité durable autoétanchable et pulvérulent, pour fermer de façon étanche des sols sous eaux in situ, en particulier des sols inclinés, par exemple des talus de canaux ou similaires
DE102011012291A1 (de) 2011-02-24 2012-08-30 Matthäi Bauunternehmen GmbH & Co. KG Nachhaltig selbstdichtendes schüttbares Abdichtungsmaterial zur Abdichtung von Bodenflächen in situ unter Wasser, insbesondere von geneigten Flächen, beispielsweise Böschungen, von Kanälen oder dergleichen

Also Published As

Publication number Publication date
EP1935959A3 (fr) 2009-12-16

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