DE102007015463B4 - Water-blocking sealant and method of making a water-barrier sealant - Google Patents
Water-blocking sealant and method of making a water-barrier sealant Download PDFInfo
- Publication number
- DE102007015463B4 DE102007015463B4 DE200710015463 DE102007015463A DE102007015463B4 DE 102007015463 B4 DE102007015463 B4 DE 102007015463B4 DE 200710015463 DE200710015463 DE 200710015463 DE 102007015463 A DE102007015463 A DE 102007015463A DE 102007015463 B4 DE102007015463 B4 DE 102007015463B4
- Authority
- DE
- Germany
- Prior art keywords
- sealant
- water
- suspension
- weight
- clay
- 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.)
- Expired - Fee Related
Links
- 239000000565 sealant Substances 0.000 title claims abstract description 37
- 238000004519 manufacturing process Methods 0.000 title description 6
- 239000000725 suspension Substances 0.000 claims abstract description 32
- 239000004927 clay Substances 0.000 claims abstract description 23
- 239000000428 dust Substances 0.000 claims abstract description 14
- 239000010881 fly ash Substances 0.000 claims abstract description 13
- 239000004568 cement Substances 0.000 claims abstract description 12
- 239000000203 mixture Substances 0.000 claims abstract description 10
- 239000004575 stone Substances 0.000 claims abstract description 10
- 239000007900 aqueous suspension Substances 0.000 claims abstract description 9
- 239000000470 constituent Substances 0.000 claims abstract description 6
- 229910018072 Al 2 O 3 Inorganic materials 0.000 claims abstract description 4
- 229910004298 SiO 2 Inorganic materials 0.000 claims abstract description 4
- 150000001768 cations Chemical class 0.000 claims abstract description 4
- 238000005469 granulation Methods 0.000 claims abstract description 4
- 230000003179 granulation Effects 0.000 claims abstract description 4
- 229910052500 inorganic mineral Inorganic materials 0.000 claims abstract description 4
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 claims abstract description 4
- 229910052622 kaolinite Inorganic materials 0.000 claims abstract description 4
- 239000011707 mineral Substances 0.000 claims abstract description 4
- 239000010453 quartz Substances 0.000 claims abstract description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 4
- 239000000126 substance Substances 0.000 claims abstract description 4
- 239000000017 hydrogel Substances 0.000 claims abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 11
- 239000011398 Portland cement Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 3
- 238000001739 density measurement Methods 0.000 claims description 3
- 238000002156 mixing Methods 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 3
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 2
- 229910052782 aluminium Inorganic materials 0.000 claims description 2
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 2
- 230000004888 barrier function Effects 0.000 description 8
- 239000002689 soil Substances 0.000 description 5
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 3
- 235000011941 Tilia x europaea Nutrition 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 3
- 239000004571 lime Substances 0.000 description 3
- 239000000243 solution Substances 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000002955 isolation Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 241000537371 Fraxinus caroliniana Species 0.000 description 1
- 235000010891 Ptelea trifoliata Nutrition 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 239000010459 dolomite Substances 0.000 description 1
- 229910000514 dolomite Inorganic materials 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000010445 mica Substances 0.000 description 1
- 229910052618 mica group Inorganic materials 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 235000021419 vinegar Nutrition 0.000 description 1
- 239000000052 vinegar Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/02—Agglomerated materials, e.g. artificial aggregates
- C04B18/021—Agglomerated materials, e.g. artificial aggregates agglomerated by a mineral binder, e.g. cement
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/10—Clay
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00034—Physico-chemical characteristics of the mixtures
- C04B2111/00146—Sprayable or pumpable mixtures
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Architecture (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- General Engineering & Computer Science (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Dispersion Chemistry (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Sealing Material Composition (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Wassersperrendes Dichtungsmittel, erhalten aus einer Dichtungsmittel-Suspension, welche – 3–15 Gew.-% Zement, – 6–65 Gew.-% Flugasche, – 30–60 Gew.-% Steinstaub, wobei Flugasche und Steinstaub ähnliche Granulation aufweisen und – bis 50 Gew.-% einer Lehm-Wasser-Suspension mit polymineralem Lehm, • dessen granulometrischer Bestand wenigstens 60% Teile < 5 μm aufweist, • dessen Mineralbestand Kaolinit, Hydroglimmer und Quarz aufweist, • dessen chemische Zusammensetzung mehr als 24 Gew.-% und höchstens 28 Gew.-% Al2O3 und 50–60 Gew.-% SiO2 aufweist, • der eine Austauschkapazitat von 15–30 mEq pro 100 g Trockenlehm aufweist • und im Lehm der Hauptbestandteil an Austauschkationen mit Ca+2 > Na+ > K+ > Mg2+ vorliegt, umfasst.Water-blocking sealant obtained from a sealant suspension comprising: - 3-15% by weight of cement, - 6-65% by weight of fly ash, - 30-60% by weight of stone dust, with fly ash and stone dust having similar granulation, and up to 50% by weight of a clay / water suspension containing polymineral clay, whose granulometric constituency has at least 60% parts <5 μm, whose mineral constituents contain kaolinite, hydrogels and quartz, whose chemical composition is more than 24% by weight and at most 28% by weight of Al 2 O 3 and 50-60% by weight of SiO 2, having an exchange capacity of 15-30 meq per 100 g of dry clay; and in the clay the main constituent of exchange cations with Ca + 2> Na +> K +> Mg2 + is present.
Description
Die Erfindung bezieht sich auf ein wassersperrendes Dichtungsmittel und ein Verfahren zu dessen Herstellung.The invention relates to a water-barrier sealant and a method for its production.
Wasserdichtende Eigenschaften von Lehmsuspensionen und Flugasche-Zementsuspensionen sind aus
Die Verwendung einer Wasser-Asche-Mischung als Wassersperre bzw. Hydroisolations-Diaphragma ist beispielsweise in
Aus
Das bekannte Dichtungsmittel eignet sich sehr gut zur Bildung von Wassersperren (waterproof barriers) in Felsenspalten und auf losen Böden gemäß der Injektionsmethode und auf losen Böden gemäß der Methode der Tiefbodenmischung (Deep Soil Mixing).The known sealant is very well suited to the formation of waterproof barriers in clefts of rock and on loose soils according to the injection method and on loose soils according to the method of Deep Soil Mixing.
Aufgrund seiner rheologischen und strukturmechanischen Eigenschaften garantiert dieses bekannte Mittel nicht unter alle geologischen Bedingungen die Dichtigkeit der Wassersperre, wenn zuvor angefertigte Löcher, Spalten, Gräben, Baugruben oder ähnliche, insbesondere enge und tiefe Vertiefungen mit der Suspension dieses Mittels gefüllt werden.Due to its rheological and structural mechanical properties, this known means does not guarantee the tightness of the water barrier under all geological conditions when previously prepared holes, cracks, ditches, excavations or similar, in particular narrow and deep depressions are filled with the suspension of this agent.
Die Aufgabe der Erfindung besteht darin, ein wassersperrendes Dichtungsmittel anzugeben, das verbesserte Dichtungseigenschaften aufweist und einfach handhabbar ist.The object of the invention is to provide a water-barrier sealant which has improved sealing properties and is easy to handle.
Unerwartet stellte sich heraus, dass der Zusatz von Flugasche und Steinstaub mit ähnlicher Granulation als Füllstoffe des bekannten Dichtungsmittels, das aus einer Wassersuspension aus Lehm und Zement besteht, bei gleichzeitiger Modifikation seines Suspensionsbestandes, die Herstellung eines wirksamen wassersperrenden Dichtungsmittels nach einem Verfahren erlaubt, bei dem vorher im Boden gefertigte Vertiefungen mit einer Dichtungsmittelsuspension ausgefüllt werden.Unexpectedly, it has been found that the addition of fly ash and stone dust with similar granulation as fillers of the known sealant consisting of a water suspension of clay and cement, while modifying its suspension inventory, allows the production of an effective water-barrier sealant by a process in which previously made in the soil wells are filled with a sealant suspension.
Für die Zusammensetzung der Suspension wird Lehm verwendet, dessen granulometrierter Bestandteil aus mindestens 60% < 5 μm Teilen gebildet wird und in dessen Mineralbestand Kaolinit, Hydroglimmer (hydromica) und Quarz enthalten sind. Im chemischen Bestandteil beträgt der Gehalt an Al2O3 20–28% und der Gehalt an SiO2 50–60%, mit einer Austauschkapazität von 15–30 mEq (milligramme equivalent units) pro 100 g Trockenlehm und einem Hauptbestandteil (core composition) an Austauschkationen Ca2+ > Na+ > K+ > Mg2+.For the composition of the suspension clay is used, the granulometrierter component of which is formed from at least 60% <5 microns parts and in the mineral inventory of kaolinite, hydro mica (hydromica) and quartz are included. In the chemical component, the content of Al 2 O 3 is 20-28% and the content of SiO 2 is 50-60%, with an exchange capacity of 15-30 mEq (milligram equivalent units) per 100 g of dry clay and a major component (core composition). on replacement cations Ca 2+ > Na + > K + > Mg 2+ .
Im Bestand des Mittels befindet sich vorzugsweise Portlandzement oder ggf. gegen Sulfate resistenter Portlandzement, oder aber Zement mit niedrigem Aluminiumgehalt und Aluminiumoxid.In the stock of the agent is preferably Portland cement or possibly against sulfate-resistant Portland cement, or cement with low aluminum content and alumina.
Der Wassergehalt in der Lehmsuspension ist vorzugsweise so angepasst, dass die Dichte einer frisch angefertigten Suspension des Dichtungsmittels nach der Vermischung aller Bestandteile 1,40 bis 1,65 Mg/m3 und vorzugsweise nicht weniger als 1,45 Mg/m3 beträgt.The water content in the clay suspension is preferably adjusted so that the density of a freshly prepared suspension of the sealant after mixing of all components is 1.40 to 1.65 Mg / m 3 and preferably not less than 1.45 Mg / m 3 .
Das erfindungsgemäße Dichtungsmittel ist kostengünstig, leicht vor Ort auf der Baustelle anzurichten und einfach im Gebrauch. Seine rheologischen und strukturmechanischen Eigenschaften erlauben die Bildung von wirksamen Wassersperren. Die durchgeführten praktischen Versuche haben gezeigt, dass 28 Tage nach der Einrichtung von Gegenfilter-Wassersperren aus dem erfindungsgemäßen Dichtungsmittel, diese über eine Widerstandskraft gegen Axialpressung von wenigstens 0,3 MPa, und einen Filtrationskoeffizient der weniger als 1 × 10–8 m/s betrug, verfügten.The sealant of the present invention is inexpensive, easy to set up on site and easy to use. Its rheological and structural properties allow the formation of effective water barriers. The practical experiments carried out have shown that 28 days after the establishment of counter-filter water barriers of the sealant of the invention, it had an axial pressure resisting force of at least 0.3 MPa and a filtration coefficient of less than 1 × 10 -8 m / sec , decreed.
Die Erfindung wird genauer anhand folgender Beispiele beschrieben.The invention will be described in more detail by way of the following examples.
Beispiel IExample I
Das wassersperrende Dichtungsmittel enthält 7 Gewichtprozent Portlandzement, 52 Gewichtprozent Mischung aus Flugasche und Steinstaub und 41 Gewichtprozent Tonlehm-Wassersuspension.The waterproofing sealant contains 7% by weight Portland cement, 52% by weight mixture of fly ash and stone dust and 41% by weight clay water suspension.
Zur Anfertigung des Dichtungsmittels kann beliebiger Steinstaub mit einer Flugascheähnlichen Granulation, z. B. Kalkstaub, Basaltstaub, oder Dolomitstaub verwendet werden.To prepare the sealant can any stone dust with a fly ash-like granulation, z. As lime dust, basalt dust, or dolomite dust can be used.
Der verwendete Lehm zeichnete sich dadurch aus, dass sein granulometrierter Bestandteil aus mindestens 60% < 5 μm Teilen gebildet wurde, in dessen Mineralbestand sich Kaolinit, Hydroglimmer und Quarz befanden, in seinem chemischen Bestandteil betrug der Gehalt an Al2O3 20–28% und der Gehalt an SiO2 50–60% und dessen Austauschkapazität belief sich auf 15–30 mEq pro 100 g Trockenlehm und der Hauptbestandteil an Austauschkationen Ca2+ > Na+ > K+ > Mg2+.The clay used was characterized by the fact that its granulometric component was formed from at least 60% <5 μm parts, in whose mineral constituents were kaolinite, hydrogels and quartz; in its chemical constituent, the content of Al 2 O 3 was 20-28%. and the content of SiO 2 50-60% and its exchange capacity was 15-30 mEq per 100 g dry clay and the main component of exchange cations Ca 2+ > Na + > K + > Mg 2+ .
Das Mittel eignet sich zur Anwendung bei Bedingungen, die sauberen und schwach mineralisierten Gewässern entsprechen.The product is suitable for use in conditions that correspond to clean and slightly mineralized waters.
Das Dichtungsmittel wird auf dem Gelände, unweit der Stelle, wo die Wassersperre aufgebaut werden soll, unter Anwendung folgender Werkzeuge angefertigt:
- – ein Bohrschlammmischer-Set;
- – Wuchtsiebe zur genauen Ablösung von Gestein, Sand und anderen Teilchen aus der Wasser-Lehm-Suspension;
- – ein Suspensionsbehälter/Sammelbehälter;
- – ein Pumpen- und Rohrenleitungen-Set zum Auspumpen der Suspension und zur entsprechenden Wasserversorgung;
- – ein Silo mit einer Aufgabenvorrichtung für Flugasche und eventuell ein zusätzlicher Silo mit einer Aufgabevorrichtung für Steinstaub;
- – ein Silo mit einem Zementspeiser;
- – ein Schaufelmischer;
- – ein Tank zum temporären Speichern der Dichtungsmittelsuspension
- A mud mixer set;
- - Soil sieves for the exact detachment of rock, sand and other particles from the water-clay suspension;
- - A suspension container / collection container;
- - a pump and tubing set for pumping out the suspension and the corresponding water supply;
- A silo with a fly ash task and possibly an additional silo with a stone dust feeder;
- - a silo with a cement feeder;
- - a paddle mixer;
- A tank for temporarily storing the sealant suspension
Das Dichtungsmittel wird in zwei Schritten angefertigt.The sealant is made in two steps.
Im ersten Schritt wird eine Basis-Lehmsuspension mit einer Dichte von ca. 1,18 Mg/m3 angefertigt. Zu diesem Zweck wird der Bohrschlammmischer mit einer abgemessenen Menge Wasser aufgefüllt und, während das Gerät arbeitet, wird nach und nach eine abgemessene Menge Lehm hinzugefügt. Die Mischung wird fortgesetzt. Ab und zu werden Proben für eine Suspensionsdichtemessung entnommen. Im Laufe des Verfahrens wird ggf. Wasser hinzugefügt, damit eine Basissuspension von geplanter/gewünschter Dichte entsteht.In the first step, a base-clay suspension with a density of about 1.18 Mg / m 3 is made. For this purpose, the mud mixer is filled up with a measured amount of water and, while the equipment is working, a measured amount of clay is gradually added. The mixture is continued. From time to time samples are taken for a suspension density measurement. If necessary, water is added during the process to produce a base slurry of planned / desired density.
Der Prozess der Anfertigung der Basissuspension ist beendet, wenn sich die erreichte Dichte der Lösung stabilisiert hat und der geplanten Dichte entspricht.The process of preparing the base suspension is completed when the achieved density of the solution has stabilized and corresponds to the planned density.
Als nächstes wird eine Portion der Basissuspension abgegossen und über Wuchtsiebe in den Sammelbehälter abgeführt. Dann wird das ganze beschriebene Anfertigungsverfahren so oft wiederholt, bis sich im Sammelbehälter die benötigte Menge der Lösung angesammelt hat. Um während der Herstellung der neuen Portionen eine Sedimentation der im Behälter gesammelten Suspension zu vermeiden, wird diese zyklisch durch einen geschlossenen Behälter-Pumpe-Behälter-Kreislauf gepumpt. Die Vorbereitung der Suspension des fertigen Dichtungsmittels findet in der zweiten Phase, unmittelbar vor seinem Einsatz beim Bau einer Wassersperre (eines Hydroisolations-Diaphragma), statt.Next, a portion of the base suspension is poured off and discharged through balancing sieves in the collection. Then the entire manufacturing process described is repeated until the required amount of solution has accumulated in the sump. In order to avoid sedimentation of the suspension collected in the container during production of the new portions, it is cyclically pumped through a closed container-pump-container cycle. The preparation of the suspension of the finished sealant takes place in the second phase, just prior to its use in the construction of a water barrier (a hydro-isolation diaphragm).
Zu diesem Zweck wird eine abgemessene Menge Basissuspension mittels einer Pumpe in den Bohrschlammmischer geleitet und eine fest eingeplante Menge Zement hinzugefügt. Die Lösung wird mindestens 5–10 Minuten gemischt, danach, ohne den Prozess zu unterbrechen, fügt man schrittweise abgemessene Mengen Flugasche mit Zusatz von Steinstaub hinzu. Zyklisch werden Proben für die Dichtemessung entnommen.For this purpose, a measured amount of base suspension is pumped into the mud mixer and a fixed amount of cement is added. The solution is mixed for at least 5-10 minutes, after which, without interrupting the process, gradually added quantities of fly ash with added stone dust are added. Cyclic samples are taken for the density measurement.
Damit die Suspension des Dichtungsmittels die geplante Dichte erreicht, wird eventuell Wasser dazugegeben. Der Anfertigungsprozess wird beendet, wenn sich die Suspensionsdichte der Mischung stabilisiert hat und der geplanten Dichte entspricht.In order for the suspension of the sealant to reach the planned density, water may be added. The manufacturing process is terminated when the suspension density of the mixture has stabilized and corresponds to the planned density.
Weiter wird das fertige Dichtungsmittel im zweiten Sammelbehälter gesammelt, von wo es mittels der Pumpe über die Rohrleitung bis hin an die Aufbaustelle der Wassersperre geleitet wird.Next, the finished sealant is collected in the second sump, from where it is directed by the pump through the pipe to the construction site of the water barrier.
Nachdem die erforderliche Menge des Dichtungsmittels zugeführt wurde, oder nach einer Unterbrechung des Zufuhrvorgangs, die länger als 15–20 Minuten dauert, werden die Pumpe, die Rohrleitung und der Sammelbehälter für das fertige Dichtungsmittel mit Wasser ausgespült.After the required amount of sealant has been supplied, or after an interruption in the feed process that lasts longer than 15-20 minutes, the pump, tubing, and receiver for the finished sealant are rinsed with water.
Claims (7)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PLP379347 | 2006-03-31 | ||
| PL379347A PL208788B1 (en) | 2006-03-31 | 2006-03-31 | Sealing agent for creation of hydroinsulating shields |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| DE102007015463A1 DE102007015463A1 (en) | 2007-10-04 |
| DE102007015463B4 true DE102007015463B4 (en) | 2013-04-25 |
Family
ID=38008805
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DE200710015463 Expired - Fee Related DE102007015463B4 (en) | 2006-03-31 | 2007-03-30 | Water-blocking sealant and method of making a water-barrier sealant |
Country Status (3)
| Country | Link |
|---|---|
| DE (1) | DE102007015463B4 (en) |
| GB (1) | GB2436700B (en) |
| PL (1) | PL208788B1 (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT176499B (en) * | 1951-06-01 | 1953-10-26 | Karl Dr Ortner | Process for the production of a building material from clay or loam and cement |
| DE3347377A1 (en) * | 1983-12-29 | 1985-07-11 | Gebr. Knauf Westdeutsche Gipswerke KG, 8715 Iphofen | METHOD FOR PRODUCING A WATERPROOF CONTAINER FOR DEPONIES |
| DD245001A1 (en) * | 1985-12-20 | 1987-04-22 | Orgreb Inst Kraftwerke | PROCESS FOR MAKING MAESSER BASE SEALS |
| DE60106267T2 (en) * | 2000-07-19 | 2006-03-09 | Keanes Ltd. | RECYCLING AND PLANT FOR MIXING |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT393381B (en) * | 1990-05-18 | 1991-10-10 | Perlmooser Zementwerke Ag | Binder mixture for producing sealing layers |
-
2006
- 2006-03-31 PL PL379347A patent/PL208788B1/en unknown
-
2007
- 2007-03-21 GB GB0705391A patent/GB2436700B/en not_active Expired - Fee Related
- 2007-03-30 DE DE200710015463 patent/DE102007015463B4/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT176499B (en) * | 1951-06-01 | 1953-10-26 | Karl Dr Ortner | Process for the production of a building material from clay or loam and cement |
| DE3347377A1 (en) * | 1983-12-29 | 1985-07-11 | Gebr. Knauf Westdeutsche Gipswerke KG, 8715 Iphofen | METHOD FOR PRODUCING A WATERPROOF CONTAINER FOR DEPONIES |
| DD245001A1 (en) * | 1985-12-20 | 1987-04-22 | Orgreb Inst Kraftwerke | PROCESS FOR MAKING MAESSER BASE SEALS |
| DE60106267T2 (en) * | 2000-07-19 | 2006-03-09 | Keanes Ltd. | RECYCLING AND PLANT FOR MIXING |
Also Published As
| Publication number | Publication date |
|---|---|
| GB2436700A (en) | 2007-10-03 |
| GB2436700B (en) | 2011-07-13 |
| DE102007015463A1 (en) | 2007-10-04 |
| PL208788B1 (en) | 2011-06-30 |
| IE20070208A1 (en) | 2007-10-03 |
| PL379347A1 (en) | 2007-10-01 |
| GB0705391D0 (en) | 2007-04-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| DE2314352A1 (en) | REINFORCED MIX | |
| EP1358299B1 (en) | Method for the production floors or parting layers | |
| DE3222063A1 (en) | PORTLAND CEMENT STRUCTURE WITH A FLUID-TIGHT SURFACE AND METHOD FOR THEIR PRODUCTION | |
| DE19603805C2 (en) | Slag-free sealing wall materials and process for their production | |
| EP0022055A1 (en) | Surface layer of a road containing an ice preventing additive, and process for the manufacture of that additive | |
| DE202012011152U1 (en) | Catalyst composition for use in pozzolan compositions | |
| DE19537616C2 (en) | Sodium bentonite-free injection medium suspension | |
| DE102007015463B4 (en) | Water-blocking sealant and method of making a water-barrier sealant | |
| DE19811607A1 (en) | Grout | |
| DE19912652C2 (en) | Process for the preparation of an acid-resistant mortar or an acid-resistant concrete and their use | |
| EP0755992B1 (en) | Injectable composition and suspensions prepared during the injection | |
| DE69428370T2 (en) | CEMENT-BASED INJECTION SLUDGE | |
| DE2209283A1 (en) | Coating and cementing compsn - not absorbing water , and comprising elastic fibres | |
| EP1273560A2 (en) | Material for manufacturing an excavation and resultant excavation | |
| EP0566012A1 (en) | Cement used in deep drilling and method for making same | |
| DE2702787C3 (en) | Method for sealing a near-surface soil layer against ingress of liquids | |
| DE3641370C2 (en) | ||
| WO2016173885A1 (en) | Agent and method for sealing surfaces in construction at or below ground level | |
| DE29924111U1 (en) | Acid-resistant mortar or acid-resistant concrete | |
| DE19519319B4 (en) | Mortar preparation, in particular repair mortar, and method for the treatment of concrete surfaces requiring repair | |
| DE69326150T2 (en) | PLASTER-BASED BINDING AGENT FOR FLOOR FASTENING | |
| DE4313770A1 (en) | Shotcrete and a process for its manufacture | |
| DE639887C (en) | Process for the manufacture of fireproof fiber bodies | |
| AT211235B (en) | Method for sealing porous masses | |
| DE803589C (en) | Production of a drilling fluid for oil or gas wells |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| OP8 | Request for examination as to paragraph 44 patent law | ||
| R016 | Response to examination communication | ||
| R016 | Response to examination communication | ||
| R018 | Grant decision by examination section/examining division | ||
| R020 | Patent grant now final |
Effective date: 20130726 |
|
| R119 | Application deemed withdrawn, or ip right lapsed, due to non-payment of renewal fee |