EP1135347A1 - Agent anti-efflorescence - Google Patents

Agent anti-efflorescence

Info

Publication number
EP1135347A1
EP1135347A1 EP99953886A EP99953886A EP1135347A1 EP 1135347 A1 EP1135347 A1 EP 1135347A1 EP 99953886 A EP99953886 A EP 99953886A EP 99953886 A EP99953886 A EP 99953886A EP 1135347 A1 EP1135347 A1 EP 1135347A1
Authority
EP
European Patent Office
Prior art keywords
efflorescence
fatty acid
inhibiting agent
alkali metal
liquid
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP99953886A
Other languages
German (de)
English (en)
Inventor
Tadashi Tsuchitani
Raita Iwata
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.)
Construction Research and Technology GmbH
Original Assignee
MBT Holding AG
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 MBT Holding AG filed Critical MBT Holding AG
Publication of EP1135347A1 publication Critical patent/EP1135347A1/fr
Withdrawn legal-status Critical Current

Links

Classifications

    • 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
    • C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/08—Fats; Fatty oils; Ester type waxes; Higher fatty acids, i.e. having at least seven carbon atoms in an unbroken chain bound to a carboxyl group; Oxidised oils or fats
    • C04B24/085—Higher fatty acids
    • 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
    • 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
    • C04B2111/21—Efflorescence resistance

Definitions

  • the invention relates to a liquid-state efflorescence-inhibiting agent and to a cement composition using this agent.
  • efflorescence-inhibiting agents include powder products which are based on higher fatty acid salts of alkaline earth metals such as calcium and magnesium, and aluminum, and liquid products which are based on alkaline salts of unsaturated acids such as oleic acid.
  • a powder product is used in a method to prevent efflorescence.
  • the product is a blend of a water-soluble amino resin and a higher fatty acid metal salt and/or a non-ionic surface active agent.
  • a typical example of a higher fatty acid metal salt is an alkaline earth metal salt of a higher saturated C 9 -C 21 monocarboxylic acid, preferred examples including calcium stearate, magnesium stearate, calcium myristate, calcium pa nitate, calcium laurate and the like.
  • JP, A, S61-219747 proposes a method of preventing efflorescence using calcium chloride, sodium lauryl sulfate and sodium oleate, but this method involves the problem that sodium lauryl sulfate and sodium
  • 0NR oleate are air-entraining agents, which entrain air into concrete excessively.
  • calcium chloride corrodes reinforcing steel in concrete.
  • JP, A, H5-319882 proposes an efflorescence-inhibiting agent containing tall oil fatty acids and unsaturated C 8 -C 8 fatty acids, alkanolamine and/or aDcylarnine, but this again is not optimal because the unsaturated fatty acids entrain air into concrete excessively.
  • the invention relates to a liquid-state efflorescence-inhibiting agent comprising one or more species of C 8 -C] 8 fatty acid alkali metal salts wherein the content of the Ci 2 -C 16 fatty acid alkali metal salts is not less than 80% by weight, and to a cement composition containing said inhibiting agent. Further, the invention also relates to an efflorescence-inhibiting agent additionally containing alkanolamine and/or alkylenediamine, and to a cement composition containing said inhibiting agent.
  • the content of Cj 8 fatty acid alkali metal salt in all fatty acid alkali metal salts of the invention is preferably less than 5% by weight to prevent cloudiness of a solution or the appearance of a solid precipitate at ordinary temperatures or below.
  • the content of saturated fatty acid alkali metal salt of not more than 10 carbon atoms in all fatty acid alkali metal salts of the invention is less than 10% by weight, preferably less than 5% by weight, and the content of unsaturated C 18 fatty acid alkali metal salt is less than 15% by weight, preferably less than 10% by weight.
  • a more preferable embodiment of the invention is that the blend proportion of C ⁇ 2 -C 16 saturated fatty acid alkali metal salts is 40-100% by weight of a d 2 saturated fatty acid alkali metal salt, less than 60% by weight of a C 14 saturated fatty acid alkali metal salt, preferably less than 50%) by weight, and less than 20% by weight of a C ⁇ 6 saturated fatty acid alkali metal salt, preferably less than 15% by weight.
  • the alkali metals of the fatty acid salts in the present invention are sodium or potassium, the potassium salt being preferable in view of the need for storage stability of a solution.
  • An efflorescence-inhibiting agent according to the invention can also contain alkanolamine and/or alkylenediamine.
  • alkanolamines include ethanolamine, diethanolamine and triethanolamine, and those of alkylenediamine include ethylenediamine and propylenediamine.
  • Alkanolamine and/or alkylenediamine can be blended into an efflorescence-inhibiting agent in an amount of from 0.005-0.05%) by weight, preferably 0.01-0.03%) by weight solids, based on cement weight in a cement composition.
  • the invention provides a cement composition wherein an efflorescence- inhibiting agent of the invention and a water-reducing agent are used together.
  • the water- reducing agent has the effect of reducing the water content needed in a cement composition, and by use of the water-reducing agent together with an efflorescence- inhibiting agent of the invention, the efflorescence appearance of a cement product can effectively be prevented.
  • water-reducing agents which can be used include lignosulfonic acid salts, oxycarboxylic acid salts, polyalkylsulfonic acid salts, polycarboxylic acid salts, condensate salts of naphthalene sulfonic acid and formalin, condensate salts of melaminesulfonic acid and formalin, arnino sulfonic acid or polysaccharide derivatives.
  • the amount of water-reducing agent used is from 0.01-3.0%o by weight, preferably 0.05-1.0% by weight solids, based on cement weight in a cement composition.
  • a cement composition according to the present invention is a composition containing at least cement, for example, cement paste, ultra dry-mix concrete, concrete having slump, and the like.
  • the amount of efflorescence-inhibiting agent according to the present invention needed for any composition can be readily determined, but generally it lies in the region of from 0.05-2.0%> by weight solids, based on cement weight in a cement composition.
  • an efflorescence-inhibiting agent of the present invention can be used together with other additives such as drying shrinkage agents, accelerators, retarders, foaming agents, anti-foaming agents, anti-rust agents, set acceleration agents, thickeners, water-soluble polymers, etc.
  • the mortar blend used for the test is shown in Table 2.
  • the blend A is mortar wherein no water-reducing agent was used
  • the blend B is mortar wherein the water- reducing agent (LSN) was used at 250 ml per 100 kg of cement.
  • the amount used for the fatty acid salts is constantly made 0.15% by weight solids, based on cement weight.
  • the amount used for the air-entraining agent (Cl) is shown by the number of A, and the amount corresponding to 0.002%> by weight based on cement weight is shown as 1A.
  • each saturated C 8 -C ⁇ 8 fatty acid salt (A 8 -A ⁇ 8 ) shows the tendency of air-entrainment to increase as the number of carbon atoms decreases.
  • the C 18 unsaturated fatty acid salt (B 18 ) gives a larger air entrainment than does the saturated fatty acid salt with the same number of carbon atoms. This tendency is also the same in case of the blend A and the blend B, and the blend B used together with the water-reducing agent (LSN) exhibits larger air-entrainment than the blend A wherein the water-reducing agent is not used.
  • Blend of mortar The mortar used for the test is the blend B shown in 1) of 2.1. Further, the amounts of each fatty acid salt used are 0.3%> by weight solids, based on cement weight.
  • the air-entrainment into mortar is tested for a variety of mix proportions of each saturated fatty acid salt, A 8 , Aio or An, and the unsaturated fatty acid salt (Big) against the saturated fatty acid salts (A ⁇ - ⁇ 6 ).
  • the tests of the mortar flow and the air content are carried out by the same methods as in 2) of 2.1.
  • Table 4 shows the tendency that the air content of mortar becomes larger as the content of A 8 , A ⁇ 0 and B ⁇ 8 becomes larger. On the contrary, A i 2 shows almost no change in air-entrainment, even if the content of A ⁇ 2 is increased.
  • the mortar used for the test is the blend B shown in 1) of 2.1.
  • the amounts of saturated fatty acid salts used are 0.3% by weight solids, based on cement weight.
  • each material is measured to make the mixing volume 40 litres, and all the materials are then placed into a 50 litre pan-type forced mixing mixer, followed by mixing for 90 seconds to prepare concrete.
  • a cylindrical sample of 10 cm diam. x 20 cm is prepared and cured at 50°C for 24 hours after mixing out, followed by cutting 2 cm wide specimens from the centre after removing the mould.
  • the side is coated with wax, followed by immersing half the test sample into water at 30°C to observe visually a degree of efflorescence appearance.
  • the judgment of the degree of the efflorescence appearance is done according to the following criteria.
  • the blend of concrete of the desired slump 8 ⁇ 2.5 cm and the desired air content 4.5 ⁇ 0.5%> which are used in the test is shown in Table 8.
  • the amounts of water- reducing agent and/or air content-regulating agent are adjusted so that the slump and the air content fall within the desired range.
  • the water- reducing agent is used % by weight based on a cement weight, and in case of LSA or MSA it was used by litres or millilitres per 100 kg cement
  • Tests results The test results are shown in Table 9. According to Table 9, the air-entraining agent was used, because each saturated fatty acid salt of A ⁇ 2 -A ⁇ 6 , saturated fatty acid salts of A 12 -A 16 or A ⁇ 2 -A] had no air-entrainment. On the contrary, because the air- entrainment in concrete was too much in case of the unsaturated fatty acid salt of Big, the anti-foaming agent is used. The efflorescence-inhibiting effect is observed in either of the saturated fatty acid salt or the unsaturated fatty acid salt, and is evaluated as "normal” or "good” depending on the amount used. Further, the results of the air- entrainment are different according to the type of water-reducing agent used. Table 9
  • the aqueous solution of the fatty acid salts is allowed to stand at 0°C, and the stability of the solution is checked by visual observation of the outside.
  • the stability of the solution under low temperature conditions is done according to the following criteria:.
  • Table 10 The test results are shown in Table 10. According to Table 10, when the blend proportion of A ⁇ 2 and Aj is changed to give a blend proportion of A )4 not less than 60% by weight, and also in case of the changing of a blend proportion of A ⁇ 2 and A ⁇ 6 to give the blend proportion of A ⁇ 6 not less than 20%o by weight, crystallization, cloudiness or solidification are confirmed in the solution. Table 10
  • the efflorescence-inhibiting agent of the invention is in the liquid state, which is convenient for use. It may be used not only for ultra dry-mix concrete, but can also be used for concrete having the slump in which use of an efflorescence-inhibiting agent having a conventional unsaturated fatty acid salt as a main component is difficult. Further, since it is excellent in the storage stability of the solution even under a low temperature atmosphere and also in the appearance of strength, it can be used extremely in a general way.
  • Fig. 1 is a graph showing the correlation between the carbon number of the saturated fatty acids and the air content.
  • Fig. 2 is a graph showing the correlation between the number of carbon atoms of the saturated fatty acids and the amount of the air- entraining agent necessary for entrainment of an air content of 9% by volume into mortar.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

La présente invention concerne un agent anti-efflorescence à l'état liquide qui provoque un faible entraînement de l'air sur des compostions à base de ciment telles que le béton, qui offre une bonne stabilité au stockage à basse température et qui renforce l'impression de robustesse qui se dégage du matériau. Cet agent anti-efflorescence renferme une ou plusieurs sels d'acide gras en C8-C18/métal alcalin, la teneur en sels d'acide gras en C12-C18/métal alcalin n'étant pas inférieure à 80 % en poids.
EP99953886A 1998-10-19 1999-10-19 Agent anti-efflorescence Withdrawn EP1135347A1 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP29664498 1998-10-19
JP29664498A JP4469428B2 (ja) 1998-10-19 1998-10-19 液状のエフロレッセンス防止剤及びこれを用いたセメント組成物
PCT/EP1999/007932 WO2000023393A1 (fr) 1998-10-19 1999-10-19 Agent anti-efflorescence

Publications (1)

Publication Number Publication Date
EP1135347A1 true EP1135347A1 (fr) 2001-09-26

Family

ID=17836216

Family Applications (1)

Application Number Title Priority Date Filing Date
EP99953886A Withdrawn EP1135347A1 (fr) 1998-10-19 1999-10-19 Agent anti-efflorescence

Country Status (3)

Country Link
EP (1) EP1135347A1 (fr)
JP (1) JP4469428B2 (fr)
WO (1) WO2000023393A1 (fr)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2848552B1 (fr) * 2002-12-13 2005-05-27 Rhodia Chimie Sa Un procede pour augmenter l'hydrofugation de compositions de liants hydrauliques mineraux ainsi que les compositions susceptibles d'etre obtenues par ce procede et leurs utilisations
JP2006225214A (ja) * 2005-02-21 2006-08-31 Tooken Jushi Kagaku Kk セメント防水剤
DE102005030828A1 (de) * 2005-07-01 2007-01-11 Construction Research & Technology Gmbh Amphiphile Polymer-Verbindungen, Verfahren zu ihrer Herstellung und deren Verwendung
DE102005034183A1 (de) * 2005-07-21 2007-01-25 Construction Research & Technology Gmbh Amphiphile Polymer-Verbindungen, Verfahren zu ihrer Herstellung und deren Verwendung
DE102007062772A1 (de) 2007-12-27 2009-07-02 Baerlocher Gmbh Fettsäuresalzgemisch als Hydrophobierungsmittel für Baumaterialien
DE102007062773A1 (de) 2007-12-27 2009-07-02 Baerlocher Gmbh Hydrophobiertes Bindemittelgemisch und daraus hergestellte Baumaterialien
WO2017072126A1 (fr) * 2015-10-26 2017-05-04 Sika Technology Ag Inertisation de minéraux argileux et amélioration de l'action de liquéfiants dans des compositions minérales de liant contenant de l'argile
JP7474142B2 (ja) 2020-07-13 2024-04-24 株式会社トクヤマ セメント系硬化体の製造方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3720528A (en) * 1970-05-18 1973-03-13 R Jordan Cement having improved color
JPS5257230A (en) * 1975-11-05 1977-05-11 Matsushita Electric Works Ltd Method of manufacturing hardened cement products
US4482384A (en) * 1983-02-28 1984-11-13 Eterna-Tec Corporation Cementitious compositions and methods of making same
US5460648A (en) * 1994-04-15 1995-10-24 W. R. Grace & Co.-Conn. Masonry admixture and method of preparing same
US5595594A (en) * 1994-10-27 1997-01-21 Sandoz Ltd Anti-efflorescence admixture for concrete products

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO0023393A1 *

Also Published As

Publication number Publication date
WO2000023393A1 (fr) 2000-04-27
JP2000128597A (ja) 2000-05-09
JP4469428B2 (ja) 2010-05-26

Similar Documents

Publication Publication Date Title
EP1758836B1 (fr) Fourniture de resistance aux cycles gel-degel a des compositions a base de ciment
US7435766B2 (en) Method of delivery of agents providing freezing and thawing resistance to cementitious compositions
CA1192579A (fr) Composition additive pour ciment hydraulique
US4466834A (en) Corrosion inhibiting additive for cement compositions
US20060281836A1 (en) Providing freezing and thawing resistance to cementitious compositions
US20020157578A1 (en) Method for the reduction of the degree of shrinkage of hydraulic binders
US6277191B1 (en) Air entrainment with polyoxyalkylene copolymers for concrete treated with oxyalkylene SRA
AU2005254196A1 (en) Providing freezing and thawing resistance to cementitious compositions
US4606770A (en) Additive for hydraulic cement mixes
EP1135347A1 (fr) Agent anti-efflorescence
US6358310B1 (en) Air entraining admixture compositions
EP1094995B1 (fr) Agent anticorrosion pour compositions a base de ciment
EP0238858B1 (fr) Composition de ciment et procédé pour sa préparation
EP0359068B1 (fr) Procédé pour améliorer la qualtié des structures en mortier ou béton et additifs à cet effet
US4355079A (en) Corrosion inhibition
US8968466B2 (en) Sizing and rheology agents for gypsum stucco systems for water resistant panel production
US20130047894A1 (en) Sizing and rheology agents for gypsum stucco systems for water resistant panel production
EP0812306A2 (fr) Procede permettant d'inhiber la corrosion de beton arme
WO2013028540A2 (fr) Compositions, émulsions et procédés de fabrication de compositions et d'émulsions
JPH0558696A (ja) セメント混和剤及びこれを用いたコンクリートの製造方法
JP5120651B2 (ja) セメント組成物用収縮低減剤
JP2001010853A (ja) 乾燥収縮低減型セメント分散剤
JPH0517191A (ja) セメント混和剤
JPH0532441A (ja) セメント混和剤
AU2012204065A1 (en) Method and Delivery of Agents Providing Freezing and Thawing Resistance to Cementitious Compositions

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20010330

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

17Q First examination report despatched

Effective date: 20020527

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: DIE CONSTRUCTION RESEARCH & TECHNOLOGY GMBH

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION HAS BEEN WITHDRAWN

18W Application withdrawn

Effective date: 20050513