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WO1986006400A1 - Method for improving the strength and impermeability of soils and engineering structures - Google Patents

Method for improving the strength and impermeability of soils and engineering structures Download PDF

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Publication number
WO1986006400A1
WO1986006400A1 PCT/HU1985/000027 HU8500027W WO8606400A1 WO 1986006400 A1 WO1986006400 A1 WO 1986006400A1 HU 8500027 W HU8500027 W HU 8500027W WO 8606400 A1 WO8606400 A1 WO 8606400A1
Authority
WO
WIPO (PCT)
Prior art keywords
gel
water
optionally
catalyst system
silicic acid
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.)
Ceased
Application number
PCT/HU1985/000027
Other languages
French (fr)
Inventor
Ferenc Csanda
Gyo^"zo^" CZERNY
Tibor Engel
Gábor Nagy
Tamás Székely
Árpád BERTALAN
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.)
Alagi Allami Tangazdasag
MTA Termeszettudomanyi Kutato Laboratoriumai
Original Assignee
Alagi Allami Tangazdasag
MTA Termeszettudomanyi Kutato Laboratoriumai
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 Alagi Allami Tangazdasag, MTA Termeszettudomanyi Kutato Laboratoriumai filed Critical Alagi Allami Tangazdasag
Priority to GB8629182A priority Critical patent/GB2186879B/en
Priority to PCT/HU1985/000027 priority patent/WO1986006400A1/en
Priority to NL8520094A priority patent/NL8520094A/en
Priority to DE19853590726 priority patent/DE3590726T1/de
Priority to HU852153A priority patent/HU201108B/en
Priority to DD85275896A priority patent/DD235685A5/en
Priority to CS853245A priority patent/CS254340B2/en
Priority to YU00741/85A priority patent/YU74185A/en
Priority to IN348/CAL/85A priority patent/IN163304B/en
Priority to ES543196A priority patent/ES8607454A1/en
Priority to FR8508235A priority patent/FR2580659A1/en
Priority to PL1985254032A priority patent/PL146456B1/en
Publication of WO1986006400A1 publication Critical patent/WO1986006400A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/40Soil-conditioning materials or soil-stabilising materials containing mixtures of inorganic and organic compounds
    • C09K17/42Inorganic compounds mixed with organic active ingredients, e.g. accelerators
    • C09K17/46Inorganic compounds mixed with organic active ingredients, e.g. accelerators the inorganic compound being a water-soluble silicate
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/24Compositions 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 alkyl, ammonium or metal silicates; containing silica sols
    • C04B28/26Silicates of the alkali metals

Definitions

  • the invention relates to a method for improving the strength and impermeability of soils and engineering structures, particularly ducts and pipelines.
  • soil and “engineering structure” are interprated in the broadest sense; these terms also covering various storage tanks, tunnels, natural and artificial cavities, rocks, etc., and soils surrounding them.
  • Hungarian patent No. 153,975 describes a simple end rapid method for improving the strength and impermeability of soils and engineering structures.
  • water glass or a water glass-containing medium is applied into or onto the article to be treated, and then the water glass is exposed to the effect of hydrogen fluoride, silicon tetrafluoride and/or hydrogen silicofluoride.
  • Water glass when contacted with a gaseous fluoride, rapidly gellifies and completely plugs the leakages, cracks and cavities.
  • this method is utilized to render underground engineering structures (such as ducts or storage tanks) water-tight, it is an additional advantage that water glass which enters the soil through the cracks solidifies as well, improving thereby the embedding of the structure and strengthening the surrounding soil.
  • Fluoride gases have the additional advantage that they improve the corrosion resistance of concrete and reinforced concrete elements.
  • gel-forming polymers Owing to the ir high average molecular weight, gel-forming polymers, even in small amounts, increase the viscosity of the starting water glass solution to such an extent that the resulting mixture is very difficult to handle, its application and the removal of the excess involves numerous technical problems. Sometimes the required amount of polymer cannot be introduced into the water glass solution, since a very thick, honey-like mixture is formed, which cannot be applied onto the article to be treated with the injecting apparatuses available. Gel-forming mixtures with appropriately low viscosity contain generally a rather small amount of polymer, thus the elasticity and ⁇ wel lability of the resulting gels still remain insufficient .
  • the invention relates to a method for improving the strength and impermeability of soils and engineering structures by forming a hydrogel composed of silicic acid and a cross-linked swellable organic polymer in or on the soil or structure treated. According to the invention one proceeds in such a way that an aqueous solution of a silicic acid gel precursor is contacted with a water- soluble gel-forming vinyl monomer in the presence of
  • aqueous solution of a precursor of silicic acid gel e.g. an aqueous solution of water glass with a water-soluble gel-forming vinyl monomer in the presence of the components described above, the following chemical processes proceed simultaneously:
  • silicic acid gel forms from its precursor upon the effect of the polycarboxylic acid. Since these chemical processes take place in parallel, and all of the intermediates formed in the process interact with one another, a gel is formed in which the organic and mineral parts are amalgamated. She visual appearance of the resulting gel clearly differs from that of the gels obtained according to Hungarian patent applications Nos.
  • silicic acid gel precursors ere the various water glasses (sodium silicate , potassium silicate , etc.) , but water-soluble silicones and poly silicates, such as those commonly utilized for preparing moulds, can also be applied.
  • water-soluble gel-forming vinyl monomers the following are to be mentioned: acrylic acid, me thecrylie acid, itaconic acid, maleic acid, fumaric acid, water-soluble salts and esters of these acids, acryl amide, methacryl amide, etc.
  • cross-linking agents for the organic polymer e.g. aldehydes (such as glyoxal, glutaraldehyde, etc.) or divinyl or trivinyl compounds (such as me thylene-bis-acrylsmide , ethylene-bis-acrylamide , triacryl triazine etc.) can be used .
  • the cross-linking agents should be sufficiently water-soluble; their solubility in water should be at least 1 %.
  • the redox catalyst system utilized according to the invention consists of an oxidizing and a reducing component. Any of the known redox type free radical initiator systems utilized conventionally in the production of vinyl polymers can be applied.
  • the oxidizing component may be e.g. hydrogen peroxide, an alkali persulfate or a water-soluble organic peraoid
  • the reducing component may be e .g. a water-soluble organic amine , a water-soluble salt of a metal with varying valencies, a thiosulfate , a bisulfite , etc.
  • Polycarboxylic acids i.e.
  • orgenic carboxylic acids with at least two earboxy groups which can be utilized in the process of the invention are e .g. tartario acid, sucoinic acid, citric acid, malic acid, ascorbic acid, etc.
  • the silicic acid gel precursor to vinyl monomer weight ratio, calculated for the dry substances, may vary over a wide range, e.g. 10:1 to 1:10, preferably 5:1 to 1:1, most preferably 4:1 to 2:1. Due to economical reasons it is preferred to utilize the vinyl monomers in low amounts.
  • the silicic acid gel precursor to polycarboxylic acid weight ratio, calculated for the dry substances, may vary within 1:0.5 to 1:0.06, preferably 1:0.2 to 1:0.08, most preferably about 1:0.1.
  • the amount of the cross-linking agent, calculated for the.weight of the vinyl monomer present, may be 1:0.01 to 1:0.3, preferably 1:0.05 to 1:0.2.
  • the amount of the redox catalyst system, calculated for the weight of the vinyl monomer present, may be 1:0.01 to 1:0.5, preferably 1:0.05 to 1:0.3. Within this range, the catalyst system contains the oxidizing and the reducing components preferably in about equimolar amounts.
  • the gel-forming mixture may also contain one or more additives which modify the properties of the gel formed.
  • additives may be the commonly known additives of cross-linked vinyl polymers, such as plasticizers, stabilizers, decomposition inhibitors, etc., of which melamine, urea, monomethylol urea and thiourea are mentioned.
  • the amounts of such additives, if present, may reach the amount of the vinyl monomer.
  • the gel-forming mixture may contain one or more filling agent(s) generally applied in such compositions, such as asbestos, sand, fly ash, bentonite, etc.
  • filling agent(s) generally applied in such compositions, such as asbestos, sand, fly ash, bentonite, etc.
  • the amount of such filling agents is not critical and is restricted essentially by technological factors (e.g. stirrebility end viscosity of the mixture, ease of application, etc.).
  • the individual components of the gel-forming mixture are admixed with one another in an appropriate sequence, determined by compatibility factors, directly on the field of treatment (e.g. in the defective duct to be repaired). It is more preferred, however, to start with two pre-formed aqueous solutions and to admix them on the field of treatment.
  • the compositions of the two aqueous solutions should be chosen so that both solutions remain stable and storable for a prolonged period, and no premature gel formation occurs.
  • compatibility factors should be kept in mind:
  • the silicic acid gel precursor must not be in a common solution with the polycarboxylic acid; - the two components of the redox catalyst system must not be in a common solution; and
  • the aqueous solution of the vinyl monomer must not contain the oxidizing component of the redox catalyst system in free state (it may contain, however, the oxidizing component in masked, such as in complexed, form).
  • the two aqueous solutions to be admixed on the field of treatment may have e .g. the following compositions: Solution “A”: silicic acid gel precursor (e.g. water glass), oxidizing component of the redox catalyst system, water; Solution “B”: water-soluble vinyl monomer, a cross-linking agent for the organic polymer, a polycarboxylic acid, reducing component of the redox catalyst system water; or Solution “A”: a silicic acid gel precursor, reducing component of the redox catalyst system water; Solution “B”: water-soluble vinyl monomer, a cross-linking agent for the organic polymer, a polycarboxylic acid, oxidizing component of the redex catalyst syste in masked form (e.g. complexed with uree), water.
  • Solution “A” silicic acid gel precursor (e.g. water glass), oxidizing component of the redox catalyst system, water
  • Solution “B” water-soluble vinyl monomer, a cross
  • an acidic filling agent e.g. acidic fly ash
  • an acidic filling agent must not be added to the solution of the silicic acid gel precursor.
  • the method of the invention can be applied in the building industry for improving the strength and impermeability of soils and engineering structures.
  • the individual components of the gel-forming mixture - presented preferably in two pre-formed aqueous solutions - are admixed with one another at the place of the treatment, e.g. in or on the soil or in or on the engineering structure.
  • soil is to be solidified by the method of the invention, it is preferred to fill the two aqueous solutions into the tanks of a two-tank injector provided with a mixing head, end to inject the mixture of the two solutions into the soil to be treated.
  • a duct is to be repaired by the method of the invention, it is preferred to use the so-celled "filling up" technique, where the two solutions are introduced after one another into the duct to be repaired.
  • the method of the invention retains all the major advantages of the known methods disclosed in the cited patents and patent applications. Like these known methods, it provides a quick, safe and economical way for rendering soils or engineering structures strong and water-tight. Compared to the known methods, the method of the invention has the following additional advantages:
  • the gel-forming mixtures are easy to handle, the treatment requires no specific equipment end no specific technological precaution;
  • Solution "A” water 40.
  • ml potassium persulfate 1.8 g thiourea 14 g concentrated aqueous water glass solution (dry substance : 37 w/w %) 50 ml
  • Solution "B” water 80 ml methacrylic acid 16 ml tartaric acid 10. g me thylene-bis-acrylamide 0.5 g ferrous sulfate 0.5 g
  • the two solutions are admixed with one another under intense stirring. A homogeneous, transparent gel is formed in 7.5 minutes.
  • Solution "A” water 90 ml potassium persulfate 1.8 g thiourea 14 g
  • Solution "B” water 80 ml acrylic acid 16 ml tartaric acid 10 g methylene-bis-acrylamide 0.5 g ferrous sulfate 0.5 g
  • Solution "A” water 40 ml thiourea 14 g concentrated aqueous water glass solution (dry substance: 37 w/w %) 50 ml
  • Solution "B” water 80 ml acrylic acid 16 g tartaric ecid 10. g methylene-bis-acrylamide 0.5 g
  • Solution "B” water 80 ml acrylic acid 16 g succinic acid 10 g methylene-bis-acrylamide 2 g ferrous sulfate 1 g The two solutions are admixed with one another under intense stirring. A homogeneous, transparent gel is formed within one minute.
  • Solution "A” water 70. ml potassium persulfate 0.9 g melamine 7 g concentrated aqueous water glass solution (dry substance: 37 w/w %) 25 ml
  • Solution "B” water 80 ml methacrylie acid 16 ml tartaric acid 10 g methylene-bis-acrylamide 0.5 g ferrous sulfate 0.5 g
  • the two solutions are admixed with one another under intense stirring.
  • a homogeneous, transparent gel is formed in 120 minutes.
  • Solution "A” water 16.
  • ml potassium persulfate 0.8 g melamine 6
  • concentrated aqueous water glass solution (dry substance: 37 w/w %) 20
  • Solution "B” water 50 ml itaconic acid 4.
  • ferrous sulfate 0.5 g methylene-bis-acrylamide 0.5 g citric acid 2 g
  • Solution "A” water 19 ml concentrated aqueous water glass solution (dry substance: 37 w/w %) 80 ml triethanol amine 1 ml
  • Solution "B” water 85 ml acrylic acid 15 ml citric acid 10 ml hydrogen peroxide complexed with urea 4. g methylene-bis-acrylamide 0.5 g
  • the two solutions are admixed with one another under intense stirring.
  • a homogeneous, transparent gel is formed in 18 minutes.
  • the duct section to be treated is shown in Fig. 1.
  • the duct section bordered by shafts 2 and 3 is cleaned appropriately and then blocked at the shafts with tube stoppers 1. Thereafter the closed duct section is filled up with solution "A" through shaft 2.
  • Solution "A” is stored in tank 4.
  • the pressure required to inject the solution into the leakages, cracks and cavities is provided by fillint up the shaft to the appropriate height.
  • a solution height of about 1-2 m is maintained in shaft 2.
  • the solution in the shaft is refilled, if necessary. After an appropriate period, generally about 10-20 minutes, the remainder of the liquid is pumped back from the duct section into tank 4 through shaft 2.
  • solution "B” is introduced from tank 6 into the duct section through shaft 2. Again, the pressure required to inject the solution into the leakages, cracks and cavities is ensured by filling up the shaft to the appropriate height. The solution is refilled, if necessary. After an appropriate period, preferably when exfiltration ceases, the remainder of the liquid is pumped back into tank 6 through shaft 2, and the tube stoppers are removed. Thus repair is finished. If the results are to be checked by water-tightness tests using water. or air, this can b e done before removing the tube stoppers. However, this quality control can be avoided by leaving solution "B" in shaft 2 for an appropriate period. When the level of the solution in shaft 2 is not lowered within 15 minutes (or the extent of lowering is within the prescribed, tolerable limits), this indicates that the duct is appropriately water tight.
  • Solutions "A” and “B” exfiltrated through the defects, inappropriate joints or cracks of the duct form stable gel 5 inside and/or in the surroundings of the duct treated. This enables not only the seepage lines of the duct to be blocked perfectly, but also the soil surroundi ng the duct to solidify and become water-tight. Consequently, the embedding conditions of the duct also improve to a great extent, which is a decisive factor in view of the stability and life span of duct networks.

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  • Chemical & Material Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
  • Treatment Of Sludge (AREA)

Abstract

Method for improving the strength and impermeability of soils and engineering structures by forming a hydrogel composed of silicic acid and a cross-linked swellable organic polymer in or on the soil or structure treated. According to the invention an aqueous solution of a silicic acid gel precursor is contacted with a water-soluble gel-forming vinyl monomer in the presence of a redox polymerization catalyst system; a cross-linking agent for the polymer obtained; an organic polycarboxylic acid; optionally an additive which modifies the structure of the gel formed and optionally a filling agent. By the method of the invention a homogeneous, stable, strong and elastic gel is obtained.

Description

METHOD FOR IMPROVING THE STRENGTH AND IMPERMEABILITY OF SOILS
AND ENGINEERING STRUCTURES Technical Field
The invention relates to a method for improving the strength and impermeability of soils and engineering structures, particularly ducts and pipelines. In the specification and claims the terms "soil" and "engineering structure" are interprated in the broadest sense; these terms also covering various storage tanks, tunnels, natural and artificial cavities, rocks, etc., and soils surrounding them.
Background Art
It is well known that most of the engineering structures, such as underground ducts, pipelines and storage tanks, do not possess the required impermeability characteristics, owing, in part, to the inappropriate quality of the construction material and, in part, to defects in the impermeability of pipe connections, or because of damages in the engineering structures upon the effect of ageing, traffic, etc. It is also well known that the repair of engineering structures, particularly underground ducts and pipelines, requires enormously high investments and labour, and in most cases the result is insufficient.
Hungarian patent No. 153,975 describes a simple end rapid method for improving the strength and impermeability of soils and engineering structures. According to this method, water glass or a water glass-containing medium is applied into or onto the article to be treated, and then the water glass is exposed to the effect of hydrogen fluoride, silicon tetrafluoride and/or hydrogen silicofluoride. Water glass, when contacted with a gaseous fluoride, rapidly gellifies and completely plugs the leakages, cracks and cavities. When this method is utilized to render underground engineering structures ( such as ducts or storage tanks) water-tight, it is an additional advantage that water glass which enters the soil through the cracks solidifies as well, improving thereby the embedding of the structure and strengthening the surrounding soil. Fluoride gases have the additional advantage that they improve the corrosion resistance of concrete and reinforced concrete elements.
Despite of its numerous advantages, this method has had only a very narrow application in practice. (The widespread application of this method is considerably restricted by the fact that hydrogen fluoride and silicon te traf luoride are strongly poisonous, thus their use is prohibited in most of the countries due to environmental protection reasons. It is a further disadvantage that the resulting silicic acid gel is not elastic, thus it cannot follow the movements of the article or soil treated. Since the swellability of silicic acid gels is inappropriate, they cannot plug the new cracks formed in the gel upon movement. Hungarian pa tents Nos. 177,343, 181,056, 181,775 and
181,573 describe the use of various polymerizsble organic monomers, primarily acrylic acid and acrylamide monomers, as starting substances for gel-forming reactions. The gels formed from such compounds are sufficiently elastic and have good swβllability in water, they are , however, relatively soft and cannot withstand the damaging effects of higher strains. As an additional disadvantage, most of the monomers to be used as gel-forming agents is very expensive, and the gelforming technology sometimes requires special training and equipment.
The above disadvantages are avoided by the method disclosed in Hungarian patent applications Nos. 3124/82 and 967/85 in such a way thet water glass is applied in combine tion with various gel-forming, water-soluble organic polymers and cross-linking agents for the polymers. In these instances a silicic acid gel is precipitated in parallel with the cross-linking of the polymer, and gels composed of mineral end organic blocks are formed, which combine the favourable properties of the completely organic and completely mineral gels. Under large-scale conditions it appeared, however, that the method is very difficult to perform. Owing to the ir high average molecular weight, gel-forming polymers, even in small amounts, increase the viscosity of the starting water glass solution to such an extent that the resulting mixture is very difficult to handle, its application and the removal of the excess involves numerous technical problems. Sometimes the required amount of polymer cannot be introduced into the water glass solution, since a very thick, honey-like mixture is formed, which cannot be applied onto the article to be treated with the injecting apparatuses available. Gel-forming mixtures with appropriately low viscosity contain generally a rather small amount of polymer, thus the elasticity and εwel lability of the resulting gels still remain insufficient .
Disclosure of the Invention
Now it has been found that all of the difficulties and disadvantages outlined above can be avoided when, instead of the pre-formed polymer, the monomers which build up the gel-forming polymer are added to water glass, and polymerization and cross-linking of the polymer are performed simultaneously with the formation of the silicic acid gel.
Based on the above, the invention relates to a method for improving the strength and impermeability of soils and engineering structures by forming a hydrogel composed of silicic acid and a cross-linked swellable organic polymer in or on the soil or structure treated. According to the invention one proceeds in such a way that an aqueous solution of a silicic acid gel precursor is contacted with a water- soluble gel-forming vinyl monomer in the presence of
- a redox polymerization catalyst system,
- a cross-linking agent for the polymer obtained, - an organic polycarboxylic acid,
- optionally an additive which modifies the properties of the gel matrix formed, and.
- optionally a filling agent.
When contacting the aqueous solution of a precursor of silicic acid gel (e.g. an aqueous solution of water glass with a water-soluble gel-forming vinyl monomer in the presence of the components described above, the following chemical processes proceed simultaneously:
- the monomers polymerize upon the effect of the redox catalyst system,
- the resulting linear polymer reacts with the cross-linking agent to form a cross-linked polymer gel, end
- a silicic acid gel forms from its precursor upon the effect of the polycarboxylic acid. Since these chemical processes take place in parallel, and all of the intermediates formed in the process interact with one another, a gel is formed in which the organic and mineral parts are amalgamated. She visual appearance of the resulting gel clearly differs from that of the gels obtained according to Hungarian patent applications Nos.
3124/82 and 967/83. These letter gels are opaque, and the organic and mineral blocks can be distinguished easily in their structure, i.e. a gel with inhomogeneous microstructure is obtained. On the other hand, the gels prepared according to the invention are transparent, which indicates a homogeneous microstructure. On this basis it can be assumed that an organo-mineral copolymer is formed in contrast to a blend of organic and mineral polymer blocks. In the process of the invention any substance which forms silicic acid gel when contacted with an acid can be utilized as silicic acid gel precursor. The most preferred representatives of silicic acid gel precursors ere the various water glasses (sodium silicate , potassium silicate , etc.) , but water-soluble silicones and poly silicates, such as those commonly utilized for preparing moulds, can also be applied.
Of the water-soluble gel-forming vinyl monomers the following are to be mentioned: acrylic acid, me thecrylie acid, itaconic acid, maleic acid, fumaric acid, water-soluble salts and esters of these acids, acryl amide, methacryl amide, etc. These monomers can be used either alone or as a mixture of two or more monomers. As cross-linking agents for the organic polymer e.g. aldehydes (such as glyoxal, glutaraldehyde, etc.) or divinyl or trivinyl compounds (such as me thylene-bis-acrylsmide , ethylene-bis-acrylamide , triacryl triazine etc.) can be used . The cross-linking agents should be sufficiently water-soluble; their solubility in water should be at least 1 %.
The redox catalyst system utilized according to the invention consists of an oxidizing and a reducing component. Any of the known redox type free radical initiator systems utilized conventionally in the production of vinyl polymers can be applied. The oxidizing component may be e.g. hydrogen peroxide, an alkali persulfate or a water-soluble organic peraoid, whereas the reducing component may be e .g. a water-soluble organic amine , a water-soluble salt of a metal with varying valencies, a thiosulfate , a bisulfite , etc. Polycarboxylic acids (i.e. orgenic carboxylic acids with at least two earboxy groups) which can be utilized in the process of the invention are e .g. tartario acid, sucoinic acid, citric acid, malic acid, ascorbic acid, etc. The silicic acid gel precursor to vinyl monomer weight ratio, calculated for the dry substances, may vary over a wide range, e.g. 10:1 to 1:10, preferably 5:1 to 1:1, most preferably 4:1 to 2:1. Due to economical reasons it is preferred to utilize the vinyl monomers in low amounts. It has been observed that the elasticity and the swelling properties of the gel remain essentially the same as those of the completely organic gel even with a high mineral : ortanic ratio, furthermore the higher the silicic acid content of the gel, the greater its strength and resistance to stress.
The silicic acid gel precursor to polycarboxylic acid weight ratio, calculated for the dry substances, may vary within 1:0.5 to 1:0.06, preferably 1:0.2 to 1:0.08, most preferably about 1:0.1. The amount of the cross-linking agent, calculated for the.weight of the vinyl monomer present, may be 1:0.01 to 1:0.3, preferably 1:0.05 to 1:0.2.
The amount of the redox catalyst system, calculated for the weight of the vinyl monomer present, may be 1:0.01 to 1:0.5, preferably 1:0.05 to 1:0.3. Within this range, the catalyst system contains the oxidizing and the reducing components preferably in about equimolar amounts.
If desired, the gel-forming mixture may also contain one or more additives which modify the properties of the gel formed. These additives may be the commonly known additives of cross-linked vinyl polymers, such as plasticizers, stabilizers, decomposition inhibitors, etc., of which melamine, urea, monomethylol urea and thiourea are mentioned. The amounts of such additives, if present, may reach the amount of the vinyl monomer.
If desired, the gel-forming mixture may contain one or more filling agent(s) generally applied in such compositions, such as asbestos, sand, fly ash, bentonite, etc. The amount of such filling agents is not critical and is restricted essentially by technological factors (e.g. stirrebility end viscosity of the mixture, ease of application, etc.).
When applying the method of the invention for the treatment of soil or engineering structures, one may proceed in such a way that the individual components of the gel-forming mixture are admixed with one another in an appropriate sequence, determined by compatibility factors, directly on the field of treatment (e.g. in the defective duct to be repaired). It is more preferred, however, to start with two pre-formed aqueous solutions and to admix them on the field of treatment. The compositions of the two aqueous solutions should be chosen so that both solutions remain stable and storable for a prolonged period, and no premature gel formation occurs. To select the appropriate composition of the solutions, the following compatibility factors should be kept in mind:
- the silicic acid gel precursor must not be in a common solution with the polycarboxylic acid; - the two components of the redox catalyst system must not be in a common solution; and
- the aqueous solution of the vinyl monomer must not contain the oxidizing component of the redox catalyst system in free state (it may contain, however, the oxidizing component in masked, such as in complexed, form).
Considering the above compatibility factors, the two aqueous solutions to be admixed on the field of treatment may have e .g. the following compositions: Solution "A": silicic acid gel precursor (e.g. water glass), oxidizing component of the redox catalyst system, water; Solution "B": water-soluble vinyl monomer, a cross-linking agent for the organic polymer, a polycarboxylic acid, reducing component of the redox catalyst system water; or Solution "A": a silicic acid gel precursor, reducing component of the redox catalyst system water; Solution "B": water-soluble vinyl monomer, a cross-linking agent for the organic polymer, a polycarboxylic acid, oxidizing component of the redex catalyst syste in masked form (e.g. complexed with uree), water.
The optional additives and filling agents can be added to any of solutions "A" and "B", as far as the compatibility requirements are. provided for. Thus, for instance, an acidic filling agent (e.g. acidic fly ash) must not be added to the solution of the silicic acid gel precursor.
Industrial Applicability
As mentioned above, the method of the invention can be applied in the building industry for improving the strength and impermeability of soils and engineering structures. For this purpose, the individual components of the gel-forming mixture - presented preferably in two pre-formed aqueous solutions - are admixed with one another at the place of the treatment, e.g. in or on the soil or in or on the engineering structure. When soil is to be solidified by the method of the invention, it is preferred to fill the two aqueous solutions into the tanks of a two-tank injector provided with a mixing head, end to inject the mixture of the two solutions into the soil to be treated. When a duct is to be repaired by the method of the invention, it is preferred to use the so-celled "filling up" technique, where the two solutions are introduced after one another into the duct to be repaired.
The method of the invention retains all the major advantages of the known methods disclosed in the cited patents and patent applications. Like these known methods, it provides a quick, safe and economical way for rendering soils or engineering structures strong and water-tight. Compared to the known methods, the method of the invention has the following additional advantages:
- it does not require chemicals detrimental to health or environment;
- it provides a strong gel which is sufficiently elastic and swellable to counterbalance the damages occurring after repair due e.g. to soil movements, traffic wear, etc.;
- the gel-forming mixtures are easy to handle, the treatment requires no specific equipment end no specific technological precaution;
- the method is far less expensive than the known ones which utilize fully organic gels;
- the life span of the gel produced far exceeds that of the gels produced by the known methods, which can be attributed to the homogeneous organo-mineral copolymer structure of the gel.
Ways of Carrying out the Invention
Further details of the invention are elucidated by the aid of the following non-limiting Examples .
Example 1
Two aqueous solutions with the following compositions are prepared: Solution "A" : water 40. ml potassium persulfate 1.8 g thiourea 14 g concentrated aqueous water glass solution (dry substance : 37 w/w %) 50 ml
Solution "B" : water 80 ml methacrylic acid 16 ml tartaric acid 10. g me thylene-bis-acrylamide 0.5 g ferrous sulfate 0.5 g
The two solutions are admixed with one another under intense stirring. A homogeneous, transparent gel is formed in 7.5 minutes.
Comparative Test A:
Two aqueous solutions with the following compositions are prepared:
Solution "A": water 90 ml potassium persulfate 1.8 g thiourea 14 g
Solution "B": water 80 ml acrylic acid 16 ml tartaric acid 10 g methylene-bis-acrylamide 0.5 g ferrous sulfate 0.5 g
None of the solutions contains water glass. The two solutions are admixed with one another under intense stirring. A homogeneous, transparent, completely organic gel is obtained in 12 minutes. Comparative Test B:
Two aqueous solutions with the following compositions are prepared:
Solution "A": water 40 ml thiourea 14 g concentrated aqueous water glass solution (dry substance: 37 w/w %) 50 ml
Solution "B": water 80 ml acrylic acid 16 g tartaric ecid 10. g methylene-bis-acrylamide 0.5 g
Since no redox catalyst system is present, no vinyl polymer can be produced. The two solutions ere admixed with one another under intense stirring. An opaque mineral gel is formed within one minute. The gel shows strong syneresis.
Example 2
Two aqueous solutions with the following compositions are prepared:
Solution "A": water 40. ml potassium persulfate 1.8 g thiourea 14 g concentrated aqueous water glass solution (dry substance: 37 w/w %) 50 ml
Solution "B": water 80 ml acrylic acid 16 g succinic acid 10 g methylene-bis-acrylamide 2 g ferrous sulfate 1 g The two solutions are admixed with one another under intense stirring. A homogeneous, transparent gel is formed within one minute.
Example 3
Two aqueous solutions with the following compositions are prepared:
Solution "A": water 70. ml potassium persulfate 0.9 g melamine 7 g concentrated aqueous water glass solution (dry substance: 37 w/w %) 25 ml
Solution "B": water 80 ml methacrylie acid 16 ml tartaric acid 10 g methylene-bis-acrylamide 0.5 g ferrous sulfate 0.5 g
The two solutions are admixed with one another under intense stirring. A homogeneous, transparent gel is formed in 120 minutes.
Example 4
Two aqueous solutions with the following compositions are prepared: Solution "A": water 16. ml potassium persulfate 0.8 g melamine 6 g concentrated aqueous water glass solution (dry substance: 37 w/w %) 20 ml Solution "B": water 50 ml itaconic acid 4. g ferrous sulfate 0.5 g methylene-bis-acrylamide 0.5 g citric acid 2 g
The two solutions are admixed with one another under intense stirring. A homogeneous, transparent gel is formed in 15 minutes. Example 5
Two aqueous solutions with the following compositions are prepared:
Solution "A": water 19 ml concentrated aqueous water glass solution (dry substance: 37 w/w %) 80 ml triethanol amine 1 ml
Solution "B": water 85 ml acrylic acid 15 ml citric acid 10 ml hydrogen peroxide complexed with urea 4. g methylene-bis-acrylamide 0.5 g
The two solutions are admixed with one another under intense stirring. A homogeneous, transparent gel is formed in 18 minutes.
The compressive strength and deformstion of the gels prepared according to the above Examples end Comparative Tests are measured by standard procedures. The results are summarized in Table 1. It appears from the data of the table that the gels prepared according to the invention are superior in quality to those prepared by known methods.
Figure imgf000016_0001
Example 6
Solutions "A" and "B" with the compositions given in Example 1 are used for duct repair as follows:
The duct section to be treated is shown in Fig. 1. The duct section bordered by shafts 2 and 3 is cleaned appropriately and then blocked at the shafts with tube stoppers 1. Thereafter the closed duct section is filled up with solution "A" through shaft 2. Solution "A" is stored in tank 4. The pressure required to inject the solution into the leakages, cracks and cavities is provided by fillint up the shaft to the appropriate height. Depending on the defects of the duct, through which solution "A" exfiltrates, a solution height of about 1-2 m is maintained in shaft 2. The solution in the shaft is refilled, if necessary. After an appropriate period, generally about 10-20 minutes, the remainder of the liquid is pumped back from the duct section into tank 4 through shaft 2.
Thereafter, as shown in Fig. 2, solution "B" is introduced from tank 6 into the duct section through shaft 2. Again, the pressure required to inject the solution into the leakages, cracks and cavities is ensured by filling up the shaft to the appropriate height. The solution is refilled, if necessary. After an appropriate period, preferably when exfiltration ceases, the remainder of the liquid is pumped back into tank 6 through shaft 2, and the tube stoppers are removed. Thus repair is finished. If the results are to be checked by water-tightness tests using water. or air, this can b e done before removing the tube stoppers. However, this quality control can be avoided by leaving solution "B" in shaft 2 for an appropriate period. When the level of the solution in shaft 2 is not lowered within 15 minutes (or the extent of lowering is within the prescribed, tolerable limits), this indicates that the duct is appropriately water tight.
Solutions "A" and "B" exfiltrated through the defects, inappropriate joints or cracks of the duct form stable gel 5 inside and/or in the surroundings of the duct treated. This enables not only the seepage lines of the duct to be blocked perfectly, but also the soil surroundi ng the duct to solidify and become water-tight. Consequently, the embedding conditions of the duct also improve to a great extent, which is a decisive factor in view of the stability and life span of duct networks. a

Claims

What we claim is:
1. A method for improving the strength and impermeability of soils and engineering structures by forming a hydrogel composed of silicic acid and a cross-linked swellable organic polymer in or on the soil or structure treated, characterized in that an aqueous solution of a silicic acid gel precursor is contacted with a water-soluble gel-forming vinyl monomer in the presence of
- a redox polymerization catalyst system, - a cross-linking agent for the polymer obtained,
- an organic polycarboxylic acid,
- optionally an additive which modifies the structure of the gel formed, and
- optionally a filling agent.
2. A method as claimed in claim 1, characterized in that the components of the gel-forming mixture ere contacted with one another by admixing two pre -formed aqueous solutions.
3. A method as claimed in claim 2, characterized in that one of the aqueous solutions comprises the silicic acid gel precursor, the oxidizing component of the redox catalyst system and optionally an additive and/or a filling agent, and the other aqueous solution comprises the water-soluble vinyl monomer, the cross-linking agent, the polycarboxylic acid, the reducing component of the redox catalyst system, and optionally an additive and/or a filling agent.
4. A method as claimed in claim 2, characterized in that one of the aqueous solutions comprises the silicic acid gel precursor, the reducing component of the redox catalyst system and optionally an additive and/or a filling agent, and the other aqueous solution comprises the water-soluble vinyl monomer, the cross-linking agent , the polycarboxylic acid, the oxidizing component of the redox catalyst system in masked form, and optionally en additive and/or a filling agent.
PCT/HU1985/000027 1985-04-22 1985-04-22 Method for improving the strength and impermeability of soils and engineering structures Ceased WO1986006400A1 (en)

Priority Applications (12)

Application Number Priority Date Filing Date Title
GB8629182A GB2186879B (en) 1985-04-22 1985-04-22 Method for improving the strength and impermeability of soils and engineering structures
PCT/HU1985/000027 WO1986006400A1 (en) 1985-04-22 1985-04-22 Method for improving the strength and impermeability of soils and engineering structures
NL8520094A NL8520094A (en) 1985-04-22 1985-04-22 METHOD FOR IMPROVING THE STRENGTH AND IMPERMISSIBILITY OF SOIL AND TECHNICAL CONSTRUCTION WORKS
DE19853590726 DE3590726T1 (en) 1985-04-22 1985-04-22
HU852153A HU201108B (en) 1985-04-22 1985-04-22 Process for increasing solidity and impermeability of soils and engineering establishments
DD85275896A DD235685A5 (en) 1985-04-22 1985-05-02 METHOD FOR IMPROVING THE STRENGTH AND IMPROVEMENT OF BUILDING GROUPS AND ENGINEERING DESIGNS
CS853245A CS254340B2 (en) 1985-04-22 1985-05-05 Method of soil imperviousness and engineering structures consolidation
YU00741/85A YU74185A (en) 1985-04-22 1985-05-06 Process for improving hardness and sealing of building constructions floors
IN348/CAL/85A IN163304B (en) 1985-04-22 1985-05-06
ES543196A ES8607454A1 (en) 1985-04-22 1985-05-16 Method for improving the strength and impermeability of soils and engineering structures
FR8508235A FR2580659A1 (en) 1985-04-22 1985-05-31 Process for improving the strength and the imperviousness of terrains and of built structures
PL1985254032A PL146456B1 (en) 1985-04-22 1985-06-17 Method of obtaining hydrogels,in particular for increasing strength and impermeability of soil and civil engineering structures

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FR2641806A1 (en) * 1989-01-16 1990-07-20 Diffusion Rech Tech Financ METHOD FOR STABILIZING A FURNISHED LAND AREA
GB2258874A (en) * 1991-08-17 1993-02-24 Peter John Town Method of forming an impervious barrier beneath a thoroughfare
WO1996000818A3 (en) * 1994-06-23 1996-03-28 Polinvent Kft Filling up process for water-proofing engineering objects buried in the ground

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ES2061562T3 (en) * 1988-06-06 1994-12-16 Sanipor International Ag METHOD TO IMPROVE THE RESISTANCE AND WATERPROOFNESS OF SOILS AND ENGINEERING STRUCTURES.
DE4425314C1 (en) * 1994-06-23 1995-09-21 Polinvent Gmbh Rendering civil engineering structures watertight by flushing with polyvalent metal salt soln and then water glass soln or silica sol
DE19856729A1 (en) * 1998-12-09 2000-06-15 Cognis Deutschland Gmbh Repair solution for sealing drill holes
CZ310073B6 (en) 2020-12-07 2024-07-17 Dunet S.R.O. A washer for manual washing and rinsing of drinking glasses, in particular beer glasses with a handle

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FR2641806A1 (en) * 1989-01-16 1990-07-20 Diffusion Rech Tech Financ METHOD FOR STABILIZING A FURNISHED LAND AREA
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GB2258874A (en) * 1991-08-17 1993-02-24 Peter John Town Method of forming an impervious barrier beneath a thoroughfare
WO1996000818A3 (en) * 1994-06-23 1996-03-28 Polinvent Kft Filling up process for water-proofing engineering objects buried in the ground

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HUT47629A (en) 1989-03-28
ES543196A0 (en) 1986-05-16
ES8607454A1 (en) 1986-05-16
DD235685A5 (en) 1986-05-14
CS254340B2 (en) 1988-01-15
NL8520094A (en) 1987-03-02
PL146456B1 (en) 1989-02-28
FR2580659A1 (en) 1986-10-24
GB2186879B (en) 1989-07-05
HU201108B (en) 1990-09-28
YU74185A (en) 1988-06-30
PL254032A1 (en) 1986-11-04
IN163304B (en) 1988-09-03
DE3590726T1 (en) 1987-07-16
GB2186879A (en) 1987-08-26

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