EP0080189A1 - Process to introduce fluid against rising humidity in walls, and device for carrying it out - Google Patents
Process to introduce fluid against rising humidity in walls, and device for carrying it out Download PDFInfo
- Publication number
- EP0080189A1 EP0080189A1 EP82110715A EP82110715A EP0080189A1 EP 0080189 A1 EP0080189 A1 EP 0080189A1 EP 82110715 A EP82110715 A EP 82110715A EP 82110715 A EP82110715 A EP 82110715A EP 0080189 A1 EP0080189 A1 EP 0080189A1
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- European Patent Office
- Prior art keywords
- liquid
- pulses
- wall
- masonry
- valves
- Prior art date
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- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 19
- 230000000630 rising effect Effects 0.000 title claims abstract 3
- 239000012530 fluid Substances 0.000 title 1
- 239000007788 liquid Substances 0.000 claims abstract description 53
- 239000005871 repellent Substances 0.000 abstract description 18
- 238000010521 absorption reaction Methods 0.000 abstract description 8
- 230000002209 hydrophobic effect Effects 0.000 abstract description 6
- 239000011248 coating agent Substances 0.000 description 4
- 238000000576 coating method Methods 0.000 description 4
- 244000089486 Phragmites australis subsp australis Species 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 3
- 239000006260 foam Substances 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241001136792 Alle Species 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 238000005470 impregnation Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
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
- E04B1/64—Insulation or other protection; Elements or use of specified material therefor for making damp-proof; Protection against corrosion
- E04B1/644—Damp-proof courses
- E04B1/648—Damp-proof courses obtained by injection or infiltration of water-proofing agents into an existing wall
Definitions
- the invention relates to a method for draining walls, wherein a liquid is supplied to the wall and this liquid is metered by pulses; the invention further relates to a device for carrying out the method according to the invention, which has a metering device.
- the impregnation liquid or the water-repellent liquid is passed through pipes up to blind bores in the wall to be treated, in which the liquid is distributed evenly and the wall mass is impregnated uniformly, the amount of water-repellent or hydrophobic liquid per unit of time only from the metering device and is not governed by the porosity of the wall.
- the water-repellent and hydrophobic liquid is fed to the wall evenly via perforated pipes that are located in the wall, using regular pulses from a compressor and a metering device, which are controlled by an electronic, hydraulic or pneumatic device or manually.
- the pulse strength and the time intervals between the individual pulses for supplying the liquid to the wall driving you can adjust or regulate variably.
- the metering device is set so that it delivers the amount of water-repellent or hydrophobic liquid per unit of time which corresponds to the normal absorption of the wall and which can absorb the least porous part of the wall. I.e. the time intervals between the individual liquid pulses and the pulse strength are set in accordance with the least porous zones of the wall in order not to waste water-repellent liquid.
- the device consists of a compressor group 1 with an electric motor 2 and a pump 3, which feeds the water-repellent liquid through a pipe 4 from a central container 7, the liquid being introduced into the entire line system at constant pressure, which can be regulated with a valve 6 . From this compressor, the liquid is fed to a metering device 8 which is provided with hydromagnetic valves 9 which open and close regularly in accordance with the electrical impulses which they receive from an electronic switch 10.
- This switch has a controller 14 for the pulse duration and a controller 15 for the pulse frequency, a control lamp 12 for a main switch 11 and switch 13 for the hydromagnetic valves 9.
- valves 9 When the valves 9 are closed, the pressurized liquid flows back into the central container 7 via a return pipe 5.
- the valves 9 When the valves 9 are open, the liquid flows through the pipes 16, is distributed in the distributors 17, passing through the simple ball valves 20, which prevent the liquid from flowing back, reaches the perforated pipes 18, which are located in the wall 21 and is evenly distributed over the entire thickness the wall.
- the perforated tubes are held in the wall holes by fasteners 19.
- the metering device 8 can be controlled by an electronic, hydraulic or pneumatic control device or manually and has the task of printing the water-repellent liquid into the wall at the time intervals and in the strength which an operator has programmed.
- the wall is more receptive to liquid at the beginning of treatment than later, and therefore the pulses must be programmed at a higher frequency initially and towards longer intervals towards the end.
- the relationship between the absorption of the wall and the amount of liquid supplied is illustrated in Figure 4 and in the example below.
- the connecting pipes and the perforated pipes are preferably made of plastic, rubber or metal.
- the holes in the wall are made in a double horizontal line for greater safety and better distribution of the liquid, as shown in FIG. 2.
- the perforated tubes 23 are preferably 5 cm less than the thickness of the wall (L), and the through openings are made at equal intervals M.
- the size of these distances M can be 10 to 100 mm, depending on the type of wall.
- the passage openings are on a straight longitudinal line on the perforated tube 23, and this becomes fixed in the bore of the wall 22 by means of a trowel 28 plaster 28 or by means of a kind of plug 29 made of elastic material, the line of the openings in the perforated tube 23 should be directed upwards. In this way, the perforated pipes always remain in full liquid as soon as the air is expelled.
- the liquid coming from the compressor and from the metering device can be dispensed through the openings in the perforated pipes 23 in the wall in the form of drops, jets or atomized.
- the perforated tube 23 is provided with a metal ring 27 for attachment and is connected to the conduit 26 with a sleeve 25. The other end of the perforated tube 23 is closed with a stopper 24.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Feeding, Discharge, Calcimining, Fusing, And Gas-Generation Devices (AREA)
- Physical Or Chemical Processes And Apparatus (AREA)
- Drying Of Gases (AREA)
- Coating Apparatus (AREA)
- Gas Separation By Absorption (AREA)
- Treating Waste Gases (AREA)
- Building Environments (AREA)
Abstract
Description
Bei den gegenwärtigen Bauten werden normalerweise Maßnahmen gegen die Bodenfeuchtigkeit ergriffen. Aufgrund fehlerhafter AusfUhrung der Arbeiten oder bei Altbauten kann jedoch diese Feuchtigkeit schwere Probleme verursachen, wobei die Behebung sehr kostspielig ist.Measures against soil moisture are usually taken in current buildings. However, due to incorrect execution of the work or in old buildings, this moisture can cause serious problems, which is very expensive to remedy.
Um dieses Problem der Feuchtigkeit in den Wänden zu lösen, werden seit einiger Zeit Versuche gemacht, die Wände wasserabstoßend zu machen.In order to solve this problem of moisture in the walls, attempts have been made for some time to make the walls water-repellent.
Die bekannte Methode, wasserabstoßende Flüssigkeit in Bohrungen in der Mauer einzuspritzen, ergibt keine positiven Ergebnisse, weil die wasserabstoßende FlUssigkeit in den Ritzen und in stärker porösen Zonen der Mauer verloren geht und daher die anderen Mauerzonen ohne Schutz bleiben.The known method of injecting water-repellent liquid into boreholes in the wall does not give any positive results because the water-repellent liquid is lost in the cracks and in more porous zones of the wall and therefore the other wall zones remain without protection.
Als Stand der Technik sind ferner die in der GB-PS 1 580 701, in der AT-PS 253 178 und US-PS 2 071 758 beschriebenen Methoden zu nennen.The methods described in GB-
Ferner ist in der DE-AS 1 609 395 und in der AT-PS 276 702 eine Methode unter Verwendung eines Rohres mit Schaumbeschichtung beschrieben, das in die Mauerbohrungen eingeführt wird. Diese Methode erfordert jedoch viel Arbeit fUr die ständige Überwachung und Füllung einer großen Vielzahl von Behältern und auch Fachpersonal zur Reinigung der Schaumbeschichtung und der Behälter; ferner geht auch ein Teil der wasserabstoßenden FlUssigkeit in den Ritzen und in den stärker porösen Zonen verloren, denn die Flüssigkeitsmenge pro Zeiteinheit, die aus der Schaumbeschichtung austritt, hängt von der Porosität der Mauerzone ab, mit der diese Beschichtung in BerUhrung steht.Furthermore, a method is described in DE-AS 1 609 395 and in AT-PS 276 702 using a tube with a foam coating, which is inserted into the wall bores. However, this method requires a lot of work for the constant monitoring and filling of a large variety of containers, and also specialist personnel for cleaning the foam coating and the containers; Furthermore, part of the water-repellent liquid is lost in the cracks and in the more porous zones, because the amount of liquid per unit of time that emerges from the foam coating depends on the porosity of the wall zone with which this coating is in contact.
Die Erfindung betrifft ein Verfahren zur Trockenlegung von Mauern, wobei man eine FlUssigkeit der Mauer zuführt und diese Flüssigkeit durch Impulse dosiert; die Erfindung betrifft ferner eine Vorrichtung zur Durchführung des erfindungsgemäßen Verfahrens, die eine Dosierungseinrichtung aufweist. Beim erfindungsgemäßen Verfahren wird die Imprägnierungsflüssigkeit bzw. die wasserabweisende Flüssigkeit durch Rohre bis zu Sackbohrungen in der zu behandelnden Mauer geführt, worin die FlUssigkeit sich gleichmäßig verteilt und die Mauermasse einheitlich imprägniert, wobei die Menge der wasserabstoßenden oder hydrophoben Flüssigkeit pro Zeiteinheit nur von der Dosierungseinrichtung und nicht von der Porosität der Mauer geregelt wird.The invention relates to a method for draining walls, wherein a liquid is supplied to the wall and this liquid is metered by pulses; the invention further relates to a device for carrying out the method according to the invention, which has a metering device. In the method according to the invention, the impregnation liquid or the water-repellent liquid is passed through pipes up to blind bores in the wall to be treated, in which the liquid is distributed evenly and the wall mass is impregnated uniformly, the amount of water-repellent or hydrophobic liquid per unit of time only from the metering device and is not governed by the porosity of the wall.
Die wasserabstoßende und hydrophobe FlUssigkeit führt man der Mauer gleichmäßig über perforierte Rohre, die sich in der Mauer befinden, mittels regelmäßiger Impulse zu, die von einem Kompressor und einer Dosierungseinrichtung ausgehen, welche durch eine elektronische, hydraulische oder pneumatische Einrichtung oder manuell gesteuert werden. Die Impulsstärke und die Zeitintervalle zwischen den einzelnen Impulsen zur Zufuhr der Flüssigkeit, die der Mauer zuzufuhren ist, kann man variabel einstellen bzw. regeln.The water-repellent and hydrophobic liquid is fed to the wall evenly via perforated pipes that are located in the wall, using regular pulses from a compressor and a metering device, which are controlled by an electronic, hydraulic or pneumatic device or manually. The pulse strength and the time intervals between the individual pulses for supplying the liquid to the wall driving, you can adjust or regulate variably.
Je nach Art der Mauer stellt man die Dosierungseinrichtung so ein, daß sie die Menge der wasserabstoßenden oder hydrophoben FlUssigkeit pro Zeiteinheit abgibt, die der normalen Absorption der Mauer entspricht und die die am wenigsten poröse Stelle der Mauer absorbieren kann. D.h. die Zeitintervalle zwischen den einzelnen FlUssigkeitsimpulsen und die Impulsstärke werden entsprechend der am wenigsten porösen Zonen der Mauer eingestellt, um keine wasserabstoßende FlUssigkeit zu vergeuden.Depending on the type of wall, the metering device is set so that it delivers the amount of water-repellent or hydrophobic liquid per unit of time which corresponds to the normal absorption of the wall and which can absorb the least porous part of the wall. I.e. the time intervals between the individual liquid pulses and the pulse strength are set in accordance with the least porous zones of the wall in order not to waste water-repellent liquid.
Durch das erfindungsgemäße Verfahren und die Vorrichtung zur DurchfUhrung des erfindungsgemäßen Verfahrens Überwindet man alle Nachteile des Standes der Technik und erzielt die nachstehenden Vorteile:
- - Da die Abgabe der FlUssigkeit unter Druck Uber einen Kompressor erfolgt, verhindert man die Verlegung der Durchtrittsöffnungen der in der Mauer versenkten perforierten Rohre, wie klein diese Durchtrittsöffnungen auch sein mögen.
- - Die Menge der wasserabweisenden Flüssigkeit, die bei jedem Impuls in die Mauer eingeführt wird, und die Zeitintervalle zwischen den jeweiligen Impulsen kann man genau dosieren und entsprechend der Porosität der zu behandelnden Mauer einstellen.
- - Beim erfindungsgemäßen Verfahren ist weder eine Ablesung, Überwachung noch eine Füllung von einer Vielzahl von Behältern notwendig, wie sie bei den Methoden des Standes der Technik erforderlich waren.
- - Man kann Mauern verschiedener Dicke behandeln, ohne daß man die Zufuhr der wasserabweisenden Flüssigkeit je nach Mauerdicke Überwachen mußte, weil die Menge der zuzuführenden FlUssigkeit nur von der Anzahl der Durchtrittsöffnungen der in der Mauer versenkten perforierten Rohre abhängt; wenn man also beispielsweise eine Mauer von 20 cm Dicke mit einem Rohr mit 10 Durchtrittsöffnungen behandelt, behandelt man eine Mauer von 40 cm Dicke mit einem Rohr mit 20 Durchtrittsöffnungen, wobei die Behandlungszeit in beiden Fällen gleich lang ist.
- - Sobald man alle Rohre angebracht hat und den Kompressor in Betrieb genommen hat, muß bis zum Ende der Behandlung keine Kontrolle erfolgen.
- - Die Reinigung des ganzen Röhrensystems ist höchst einfach, da man nur die wasserabstoßende Flüssigkeit durch Wasser ersetzen muß und man sich demgemäß die kostspielige Reinigung der Leitungen, Behälter und Schwämme durch geschultes Personal unter großem Arbeitsaufwand erspart, die bisher erforderlich war.
- - Da die Bohrungen, die in die Mauer eingebracht werden, einen kleinen Durchmesser aufweisen, ist keine Verminderung der Mauerfestigkeit zu befürchten.
- - Since the liquid is released under pressure via a compressor, the passage openings of the perforated pipes sunk into the wall are prevented, however small these passage openings may be.
- - The amount of water-repellent liquid that is introduced into the wall with each pulse and the time intervals between the respective pulses can be precisely metered and adjusted according to the porosity of the wall to be treated.
- - In the method according to the invention, neither reading, monitoring nor filling a large number of containers is necessary, as was required in the methods of the prior art.
- - It is possible to treat walls of different thicknesses without having to monitor the supply of the water-repellent liquid depending on the wall thickness, because the amount of liquid to be supplied depends only on the number of through openings of the perforated pipes sunk in the wall; For example, if you treat a
wall 20 cm thick with a tube with 10 openings, you treat a wall 40 cm thick with a tube with 20 openings, the treatment time being the same in both cases. - - As soon as all the pipes have been attached and the compressor started up, there is no need to check until the end of the treatment.
- - The cleaning of the entire tube system is extremely simple, since you only have to replace the water-repellent liquid with water and accordingly you save the expensive cleaning of the pipes, containers and sponges by trained personnel with great effort, which was previously required.
- - Since the holes drilled in the wall have a small diameter, there is no fear of a reduction in the strength of the wall.
Das erfindungsgemäße Verfahren zur Trockenlegung von Mauern und die erfindungsgemäße Vorrichtung zu seiner Durchführung werden durch Figuren näher erläutert. Es zeigen
Figur 1 eine schematische Darstellung einer Ausführungsform des erfindungsgemäßen Verfahrens;Figur 2 eine schematische Darstellung einer Mauer mit eingebrachten Bohrungen und der Flüssigkeitsverteilung in der Mauer;Figur 3 den Querschnitt durch eine Mauer mit einem perforierten Rohr, das in eine Mauerbohrung eingebracht ist; undFigur 4 drei Diagramme, die das Verhältnis zwischen Mauerdicke, Absorptionsfähigkeit der Mauer, zugefUhrter Flüssigkeit und Behandlungsdauer zeigen.
- Figure 1 is a schematic representation of an embodiment of the method according to the invention;
- Figure 2 is a schematic representation of a wall with holes drilled and the liquid distribution in the wall;
- Figure 3 shows the cross section through a wall with a perforated tube which is introduced into a wall bore; and
- Figure 4 shows three diagrams that show the relationship between wall thickness, absorption capacity of the wall, supplied liquid and duration of treatment.
Nachstehend wird die Erfindung durch eine Ausführungsform der erfindungsgemäßen Vorrichtung zur Dosierung von wasserabstoßenden oder hydrophoben FlUssigkeiten durch Impulse genauer erläutert (Fig. 1).The invention is explained in more detail below by means of an embodiment of the device according to the invention for metering water-repellent or hydrophobic liquids by means of pulses (FIG. 1).
Die Vorrichtung besteht aus einer Kompressorgruppe 1 mit einem Elektromotor 2 und einer Pumpe 3, die die wasserabweisende FlUssigkeit durch ein Rohr 4 von einem Zentralbehälter 7 herführt, wobei die Flüssigkeit bei gleichbleibendem Druck in das ganze Leitungssystem eingeführt wird, der mit einem Ventil 6 regelbar ist. Von diesem Kompressor wird die FlUssigkeit einer Dosierungseinrichtung 8 zugeleitet, die mit hydromagnetischen Ventilen 9 versehen ist, die sich regelmäßig gemäß den elektrischen Impulsen öffnen und schließen, die sie von einem elektronischen Schalter 10 erhalten. Dieser Schalter weist einen Regler 14 fUr die Impulsdauer und einen Regler 15 fUr die Impulsfrequenz, eine Kontrollampe 12 fUr einen Hauptschalter 11 und Schalter 13 fUr die hydromagnetischen Ventile 9 auf.The device consists of a
Wenn die Ventile 9 geschlossen sind, fließt die unter Druck stehende Flüssigkeit Uber ein RUcklaufrohr 5 in den Zentralbehälter 7 zurUck. Wenn die Ventile 9 offen sind, fließt die Flüssigkeit durch die Rohre 16, verteilt sich in den Verteilern 17, wobei sie die einfachen Kugelventile 20 passiert, die den RUckfluß der Flüssigkeit verhindern, gelangt zu den perforierten Rohren 18, die sich in der Mauer 21 befinden, und verteilt sich gleichmäßig in der ganzen Dicke der Mauer. Die perforierten Rohre werden durch Befestigungselemente 19 in den Mauerbohrungen festgehalten.When the valves 9 are closed, the pressurized liquid flows back into the
Die Dosierungseinrichtung 8 kann durch eine elektronische, hydraulische oder pneumatische Regeleinrichtung oder manuell gesteuert werden und hat die Aufgabe, die wasserabstoßende Flüssigkeit in die Mauer zu den Zeitintervallen und in der Stärke zu drucken, die ein Operateur programmiert hat.The
Im allgemeinen ist die Mauer zum Beginn der Behandlung aufnahmefähiger für die FlUssigkeit als später, und daher müssen die Impulse anfangs mit einer höheren Frequenz und gegen Ende in größeren Zeitabständen programmiert werden. Das Verhältnis zwischen der Absorption der Mauer und der Menge der zugefUhrten Flüssigkeit ist in Figur 4 und im nachstehenden Beispiel erläutert.In general, the wall is more receptive to liquid at the beginning of treatment than later, and therefore the pulses must be programmed at a higher frequency initially and towards longer intervals towards the end. The relationship between the absorption of the wall and the amount of liquid supplied is illustrated in Figure 4 and in the example below.
Beispiel:
- Untersuchung der Absorption von Mauern mittlerer Porosität, hergestellt aus Vollziegeln und Zementmörtel
- L = Dicke der Mauer (in cm)
- A = normale Absorption der Mauer (in 1/h)
- C = Menge der wasserabweisenden FlUssigkeit, die gemäß dem erfindungsgemäßen Verfahren mittels regelmäßiger Impulse zugeführt wird (in 1/h)
- H = Dauer der Behandlung (in h)
- Investigation of the absorption of walls of medium porosity, made of solid bricks and cement mortar
- L = wall thickness (in cm)
- A = normal absorption of the wall (in 1 / h)
- C = amount of water-repellent liquid which is supplied by means of regular impulses according to the method according to the invention (in 1 / h)
- H = duration of treatment (in h)
Das Verhältnis zwischen L, A, C und H ist in Figur 4 gezeigt.The relationship between L, A, C and H is shown in Figure 4.
Die Verbindungsrohre und die perforierten Rohre werden vorzugsweise aus Kunststoff, Kautschuk oder Metall hergestellt.The connecting pipes and the perforated pipes are preferably made of plastic, rubber or metal.
Die Bohrungen in der Mauer werden zur größeren Sicherheit und zur besseren Verteilung der Flussigkeit in doppelter horizontaler Linie durchgefUhrt, wie in Figur 2 gezeigt ist.The holes in the wall are made in a double horizontal line for greater safety and better distribution of the liquid, as shown in FIG. 2.
Wie in Figur 3 gezeigt ist, sind die perforierten Rohre 23 vorzugsweise 5 cm weniger lang, als die Stärke der Mauer beträgt (L), und die Durchtrittsöffnungen sind in gleichen Abständen M angebracht. Die Größe dieser Abstände M kann je nach Mauerart 10 bis 100 mm betragen.As shown in FIG. 3, the perforated tubes 23 are preferably 5 cm less than the thickness of the wall (L), and the through openings are made at equal intervals M. The size of these distances M can be 10 to 100 mm, depending on the type of wall.
Die Durchtrittsöffnungen befinden sich auf einer geraden Längslinie auf dem perforierten Rohr 23, und dieses wird in der Bohrung der Mauer 22 mittels einer Kelle Gips 28 oder mittels einer Art Stopfen 29 aus elastischem Material befestigt, wobei die Linie der Durchtrittsöffnungen im perforierten Rohr 23 nach oben gerichtet sein soll. So bleiben die perforierten Rohre immer voll FlUssigkeit, sobald die Luft ausgestoßen ist.The passage openings are on a straight longitudinal line on the perforated tube 23, and this becomes fixed in the bore of the
Die vom Kompressor und von der Dosierungseinrichtung kommende FlUssigkeit kann durch die Durchtrittsöffnungen in den in der Mauer angebrachten perforierten Rohren 23 tropfenförmig, strahlförmig oder zerstäubt abgegeben werden.The liquid coming from the compressor and from the metering device can be dispensed through the openings in the perforated pipes 23 in the wall in the form of drops, jets or atomized.
Das perforierte Rohr 23 ist zur Befestigung mit einem Metallring 27 versehen und ist mit dem Leitungsrohr 26 mit einer Muffe 25 verbunden. Das andere Ende des perforierten Rohres 23 ist mit einem Stopfen 24 verschlossen.The perforated tube 23 is provided with a
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT82110715T ATE14907T1 (en) | 1981-11-30 | 1982-11-19 | METHOD FOR INTRODUCING LIQUID AGAINST RISING DAMP IN MASONRY AND DEVICE FOR CARRYING OUT THE METHOD. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES507597A ES8306206A1 (en) | 1981-11-30 | 1981-11-30 | Process to introduce fluid against rising humidity in walls, and device for carrying it out. |
ES507597 | 1981-11-30 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0080189A1 true EP0080189A1 (en) | 1983-06-01 |
EP0080189B1 EP0080189B1 (en) | 1985-08-14 |
Family
ID=8483292
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP82110715A Expired EP0080189B1 (en) | 1981-11-30 | 1982-11-19 | Process to introduce fluid against rising humidity in walls, and device for carrying it out |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0080189B1 (en) |
AT (1) | ATE14907T1 (en) |
DE (1) | DE3265456D1 (en) |
ES (1) | ES8306206A1 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3335487A1 (en) * | 1983-09-30 | 1985-05-02 | Johann 6054 Dietzenbach Gerstorfer | Device for high-pressure injection into masonry bores |
DE3442577A1 (en) * | 1984-11-22 | 1986-05-28 | Memmen, Johann, 2950 Leer | DEVICE FOR INPUTING A LIQUID INTO MASONRY |
DE19519037A1 (en) * | 1995-05-24 | 1996-11-28 | Hermann Terborg | Storage container for hardenable liq. |
DE102005016988A1 (en) * | 2004-07-03 | 2006-02-16 | Karin Herrfurth | Method for final finish involves finishing of inner surfaces of hollow brick or stone work by spray of liquid sealing the backfilling with use of compressor and liquid supplying hose |
DE102005043272A1 (en) * | 2005-05-18 | 2006-11-30 | Ralf Peter Jaklin | Process to renovate and repair building foundations and insulate against water ingress by injection of sealing agent |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB415326A (en) * | 1933-06-03 | 1934-08-23 | Francois Cementation Co Ltd | Process for waterproofing and lapidifying loose, porous or sandy strata |
DE1098451B (en) * | 1957-06-07 | 1961-01-26 | Robert Hochstrasser | Method and device for consolidating or sealing soil layers by injecting hardening fluids |
US3243962A (en) * | 1961-04-17 | 1966-04-05 | George R Ratliff | Method and apparatus for treating soil |
AT253178B (en) * | 1961-09-16 | 1967-03-28 | Sap G M B H | Device for the insulation of walls against rising and / or laterally penetrating moisture |
-
1981
- 1981-11-30 ES ES507597A patent/ES8306206A1/en not_active Expired
-
1982
- 1982-11-19 EP EP82110715A patent/EP0080189B1/en not_active Expired
- 1982-11-19 DE DE8282110715T patent/DE3265456D1/en not_active Expired
- 1982-11-19 AT AT82110715T patent/ATE14907T1/en not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB415326A (en) * | 1933-06-03 | 1934-08-23 | Francois Cementation Co Ltd | Process for waterproofing and lapidifying loose, porous or sandy strata |
DE1098451B (en) * | 1957-06-07 | 1961-01-26 | Robert Hochstrasser | Method and device for consolidating or sealing soil layers by injecting hardening fluids |
US3243962A (en) * | 1961-04-17 | 1966-04-05 | George R Ratliff | Method and apparatus for treating soil |
AT253178B (en) * | 1961-09-16 | 1967-03-28 | Sap G M B H | Device for the insulation of walls against rising and / or laterally penetrating moisture |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3335487A1 (en) * | 1983-09-30 | 1985-05-02 | Johann 6054 Dietzenbach Gerstorfer | Device for high-pressure injection into masonry bores |
DE3442577A1 (en) * | 1984-11-22 | 1986-05-28 | Memmen, Johann, 2950 Leer | DEVICE FOR INPUTING A LIQUID INTO MASONRY |
EP0183178A2 (en) * | 1984-11-22 | 1986-06-04 | Johann Memmen | Device for the injection of a liquid into a stonework |
EP0183178A3 (en) * | 1984-11-22 | 1986-08-27 | Johann Memmen | Device for the injection of a liquid into a stonework |
DE19519037A1 (en) * | 1995-05-24 | 1996-11-28 | Hermann Terborg | Storage container for hardenable liq. |
DE19519037C2 (en) * | 1995-05-24 | 1999-07-01 | Hermann Terborg | Storage container |
DE102005016988A1 (en) * | 2004-07-03 | 2006-02-16 | Karin Herrfurth | Method for final finish involves finishing of inner surfaces of hollow brick or stone work by spray of liquid sealing the backfilling with use of compressor and liquid supplying hose |
DE102005043272A1 (en) * | 2005-05-18 | 2006-11-30 | Ralf Peter Jaklin | Process to renovate and repair building foundations and insulate against water ingress by injection of sealing agent |
DE102005043272B4 (en) * | 2005-05-18 | 2010-12-30 | Ralf Peter Jaklin | Repair of buildings and parts of buildings |
Also Published As
Publication number | Publication date |
---|---|
DE3265456D1 (en) | 1985-09-19 |
ATE14907T1 (en) | 1985-08-15 |
ES507597A0 (en) | 1983-05-01 |
EP0080189B1 (en) | 1985-08-14 |
ES8306206A1 (en) | 1983-05-01 |
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