EP2358649A1 - Utilisation d'au moins un ether de cellulose pour reduire le retrait et/ou la fissuration plastique dans le beton - Google Patents
Utilisation d'au moins un ether de cellulose pour reduire le retrait et/ou la fissuration plastique dans le betonInfo
- Publication number
- EP2358649A1 EP2358649A1 EP09784265A EP09784265A EP2358649A1 EP 2358649 A1 EP2358649 A1 EP 2358649A1 EP 09784265 A EP09784265 A EP 09784265A EP 09784265 A EP09784265 A EP 09784265A EP 2358649 A1 EP2358649 A1 EP 2358649A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- cellulose ether
- substitution
- plastic
- degree
- 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- Withdrawn
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
- C04B24/24—Macromolecular compounds
- C04B24/38—Polysaccharides or derivatives thereof
- C04B24/383—Cellulose or derivatives thereof
-
- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/56—Opacifiers
- C04B2103/58—Shrinkage reducing agents
Definitions
- the present invention relates to the use of at least one cellulose ether for reducing or eliminating plastic shrinkage and / or plastic cracking in concrete.
- the concrete may have a shrinkage and / or cracking of its structure at different stages of its development:
- curing agents for example acrylic or vinyl polymers
- plastic shrinkage and / or plastic cracking of hydraulic binder compositions such as for example concrete.
- concrete tends to develop cracks.
- These cracks have the disadvantage of weakening the concrete and altering its mechanical and aesthetic performance.
- the climatic conditions for example humidity or temperature, accelerate the growth of these cracks when they are present, and deteriorate the concrete.
- a main function of curing products is to reduce plastic cracking and delay its propagation through the concrete matrix. Following the reduction or removal of plastic shrinkage and / or plastic cracking, the life of the concrete is improved.
- the curing products are not entirely satisfactory because they require to be sprayed on the surface of the concrete after pouring which adds an additional step in the placement of the concrete.
- the efficacy of the curing product depends on the homogeneity of this product during spraying, that is to say the average amount of product per square meter, which makes its use difficult on site.
- the problem to be solved by the invention is to provide a new means adapted to reduce or eliminate plastic shrinkage and / or plastic cracking in concrete.
- the inventors have demonstrated that it is possible to use at least one cellulose ether having either a degree of substitution in methoxy radicals (DSM) or a degree of substitution (DS) of 1.17. at 2.33.
- the present invention proposes the use to reduce or eliminate the plastic shrinkage and / or reduce the plastic cracking in the concrete of at least one cellulose ether having either a degree of substitution in methoxy radicals (DSM), or a degree of substitution (DS) ranging from 1.17 to 2.33.
- DSM methoxy radicals
- DS degree of substitution
- the present invention also relates to a concrete comprising from 0.05 to 0.8% of at least one cellulose ether (% dry weight of cellulose ether relative to the dry mass of cement) as additive to reduce plastic shrinkage and / or reduce plastic cracking.
- the invention offers decisive advantages, in particular since the cellulose ethers can be introduced directly into the concrete, in particular into the concrete present in the spin truck, or in the constituents of the concrete in dry form, ie say in powder form. This is very advantageous compared to other additives that need to be sprayed onto the concrete surface after pouring. Indeed the use according to the invention facilitates the implementation of the concrete on the site insofar as the treatment step after casting is removed.
- the concrete containing a cellulose ether according to the invention is a fluid concrete or self-compacting (or self-compacting or self-leveling).
- the invention offers another advantage that the compounds according to the invention can suppress plastic shrinkage and / or plastic cracking in concrete compositions.
- Another advantage of the present invention is that the cellulose ethers used according to the invention disperse well in the concrete compositions.
- the cellulose ethers used according to the invention have the advantage of presenting a performance insensitive to the chemical nature of the concrete.
- the invention has the advantage of being implemented in all industries, including the building industry, the cement industry and in all construction markets (building, civil engineering or prefabrication plant).
- hydraulic binder is meant according to the present invention any compound having the property of hydrating in the presence of water and whose hydration makes it possible to obtain a solid having mechanical characteristics.
- the hydraulic binder according to the invention may in particular be a cement.
- the hydraulic binder according to the invention is a cement.
- crete is meant a mixture of hydraulic binders, aggregates, water, possibly additives, and possibly mineral additives such as high performance concrete, very high performance concrete, self-compacting concrete , self-leveling concrete, self-compacting concrete, fiber concrete, ready-mix concrete or colored concrete.
- concrete By the term “concrete” is also meant concretes having undergone a finishing operation such as bush-hammered concrete, deactivated or washed concrete, or polished concrete. According to this definition, prestressed concrete is also meant.
- the term “concrete” includes mortars, in this case the concrete comprises a mixture of hydraulic binder, sand, water and possibly additives.
- the term “concrete” according to the invention denotes indistinctly fresh concrete or hardened concrete.
- the term “aggregates” refers to chippings and / or sand.
- the expression “mineral additions” denotes slags (as defined in the "cement” standard NF EN 197-1 section 5.2.2), pozzolanic materials (as defined in the “cement” standard NF EN 197-1 paragraph 5.2.3), fly ash (as defined in the “Cement” NF EN 197-1 paragraph 5.2.4), shales (as defined in the "Cement” NF EN 197-1 standard). section 5.2.5), limescale (as defined in the "Cement” standard NF EN 197-1 paragraph 5.2.6) or even fumed silica (as defined in the "cement” standard NF EN 197-1 paragraph 5.2.7).
- fluid concrete is meant a concrete that can easily be used.
- the workability of the fluid concretes is measured by the height of subsidence at the Abrams cone -or slump- value (according to the French standard NF P 18-451, of December 1981) and it is estimated that a concrete is fluid when this sag is at least 150 mm, preferably at least 180 mm.
- self-compacting concrete or “self-compacting concrete” or “self-leveling concrete” is meant according to the present invention a fluid concrete, set up by gravity, without requiring vibration.
- the workability of self-compacting concretes is generally measured from “slumpflow", or spreading, according to the procedure described in the document entitled “Specification and Guidelines for Concrete Compacting Concrete, EFNARC, February 2002, p. 19-23 "; the value of the spread is greater than 650 mm for self-compacting concretes (and in general less than 800 mm).
- setting is meant according to the present invention the transition to the solid state by chemical reaction of hydration of the binder.
- the setting is usually followed by the hardening period.
- hardening is meant according to the present invention the acquisition of the mechanical properties of a hydraulic binder, after the end of setting.
- rack is meant according to the present invention a fracture or breakage of a material, which results or not in the separation of said material into at least two separate pieces.
- cracks By the term “cracking” is meant according to the present invention the appearance of cracks.
- cure is meant according to the present invention the protection of concrete against desiccation too fast during its setting and the first days of hardening.
- the concrete surface can be kept moist by spraying or protection with mats, wet bags, waterproof sheets, or by spraying a curing compound after pouring the concrete.
- shrinkage is meant according to the invention the decrease in volume of the concrete.
- plastic shrinkage is meant according to the invention the decrease in volume of the concrete during setting.
- plastic cracking is meant according to the invention the appearance of cracks during setting.
- drying shrinkage is meant according to the invention the decrease in volume of the concrete during hardening.
- drying cracking is meant according to the invention the appearance of cracks during curing.
- plastic is meant according to the invention the state of the concrete before and during setting.
- elements for the field of construction any constituent element of a construction such as for example a floor, a screed, a foundation, a wall, a partition, a ceiling, a beam .
- degree of substitution is meant according to the invention the average number of hydroxyls which have reacted per unit of glucose.
- the value of the DS can vary from 0 to 3.
- degree of substitution in methoxy radicals is meant according to the invention the average number of methoxy substituents carried per unit of glucose.
- the value of the DSM can vary from 0 to 3.
- SM molar substitution
- the invention relates to the use to reduce the plastic shrinkage and / or to reduce the plastic cracking in the concrete of at least one cellulose ether having either a degree of substitution in methoxy radicals. (DSM), a degree of substitution (DS) of 1.17 to 2.33.
- DSM methoxy radicals
- DS degree of substitution
- the reduction of the plastic shrinkage and / or the reduction of the plastic cracking in the concrete is obtained without increasing the retention of water in the concrete during its setting and the first days of hardening compared to a concrete not not containing the cellulose ether according to the invention.
- the cellulose ether according to the invention has no effect of improving the retention of water, although it leads to a reduction in plastic shrinkage and / or plastic cracking in the concrete.
- the use according to the invention comprises at least one cellulose ether having either a degree of substitution in methoxy radicals (DSM) or a degree of substitution (DS) of from 1.5 to 2.0.
- the use according to the invention comprises at least one cellulose ether having either a degree of substitution in methoxy radicals (DSM) or a degree of substitution (DS) of from 1.7 to 1.9.
- the degree of substitution in methoxy radicals (DSM), or a degree of substitution (DS) is equal to 1.8.
- at least one cellulose ether used according to the invention has a molecular weight greater than or equal to 300 000 g / mol.
- At least one cellulose ether used according to the invention has a molecular weight of 400,000 g / mol to 1,000,000 g / mol.
- At least one cellulose ether used according to the invention has a molecular weight of 700 000 g / mol to 800 000 g / mol.
- At least one cellulose ether used according to the invention has a Brookfield viscosity of 50 to 100,000 mPa.s measured for a 2% aqueous solution.
- the cellulose ether used according to the invention has a Brookfield viscosity of 50 to 50,000 mPa.s measured for a 2% aqueous solution.
- the cellulose ether used according to the invention has a Brookfield viscosity of 100 to 15,000 mPa.s measured for a 2% aqueous solution.
- At least one cellulose ether used according to the invention has a Brookfield viscosity of 1000 to 10 000 mPa.s measured for a 2% aqueous solution.
- the cellulose ether used according to the invention has a Brookfield viscosity of 3500 to 4500 mPa.s measured for a 2% aqueous solution.
- the cellulose ether used according to the invention has a Brookfield viscosity equal to 4000 mPa.s measured for a 2% aqueous solution.
- Brookfield viscosity is measured according to ASTM Monograph D1347 and D 2363.
- the invention provides the use for reducing plastic shrinkage and / or reducing plastic cracking in the concrete of at least one cellulose ether having either a degree of substitution in methoxy radicals (DSM) or a degree of substitution (DS ) from 1.17 to 2.33, said cellulose ether having a molecular weight greater than or equal to 300 000 g / mol and a Brookfield viscosity of from 50 to 100 000 mPa.s measured for a 2% aqueous solution.
- DSM methoxy radicals
- DS degree of substitution
- At least one cellulose ether used according to the invention has a molar substitution (SM) of 0 to 1.
- SM molar substitution
- At least one cellulose ether used according to the invention is methylhydroxypropylcellulose.
- At least one cellulose ether used according to the invention is hydroxyethylcellulose.
- the concentration of at least one cellulose ether used according to the invention in concrete is from 0.01 to 0.8%, preferably from 0.05 to 0.8% of cellulose ether (% dry weight of cellulose ether relative to the dry mass of cement).
- the concentration of at least one cellulose ether used according to the invention in the concrete is from 0.01 to 0.6% of cellulose ether (% by dry weight of cellulose ether relative to dry mass of cement). More preferably, the concentration of at least one cellulose ether used according to the invention in the concrete is from 0.01 to 0.5%, preferably from 0.05 to 0.5% of cellulose ether (% dry weight of cellulose ether relative to the dry mass of cement).
- the concentration of at least one cellulose ether used according to the invention in the concrete is from 0.01 to 0.35%, preferably from 0.05 to 0.35% of cellulose ether ( % dry weight of cellulose ether relative to the dry mass of cement).
- the cellulose ether used according to the invention is the only additive that makes it possible to reduce or eliminate the plastic shrinkage and / or the plastic cracking present in said concrete.
- At least one cellulose ether used according to the invention is methylcellulose.
- the invention thus relates to the use for reducing the plastic shrinkage and / or reducing the plastic cracking in the concrete of at least one methylcellulose having either a degree of substitution in methoxy radicals (DSM) or a degree of substitution (DS) ranging from 1.17 to 2.33.
- DSM methoxy radicals
- DS degree of substitution
- the use according to the invention comprises at least one methylcellulose having either a degree of substitution in methoxy radicals (DSM) or a degree of substitution (DS) of between 1.5 and 2.0.
- the use according to the invention comprises at least one methylcellulose having either a degree of substitution in methoxy radicals (DSM) or a degree of substitution (DS) of from 1.7 to 1.9.
- the degree of substitution in methoxy radicals (DSM) or a degree of substitution (DS) is equal to 1.8.
- At least one methylcellulose used according to the invention has a molecular weight greater than or equal to 300 000 g / mol.
- At least one methylcellulose used according to the invention has a molecular weight of 400 000 g / mol to 1 000 000 g / mol. Even more preferably at least one methylcellulose used according to the invention has a molecular weight of 700 000 g / mol to 800 000 g / mol.
- At least one methylcellulose used according to the invention has a Brookfield viscosity of 50 to 100,000 mPa.s measured for a 2% aqueous solution. More particularly, the methylcellulose used according to the invention has a Brookfield viscosity of 50 to 50,000 mPa.s measured for a 2% aqueous solution.
- the methylcellulose used according to the invention has a Brookfield viscosity of 100 to 15,000 mPa.s measured for a 2% aqueous solution.
- Preferably at least the methylcellulose used according to the invention has a Brookfield viscosity of 1000 to 10 000 mPa.s measured for a 2% aqueous solution.
- the methylcellulose used according to the invention has a Brookfield viscosity of 3500 to 4500 mPa.s measured for a 2% aqueous solution. Even more preferentially, the methylcellulose used according to the invention has a Brookfield viscosity equal to 4000 mPa.s measured for a 2% aqueous solution.
- the Brookfield viscosity is measured according to ASTM Monograph D1347 and D 2363.
- Preferably at least the methylcellulose used according to the invention has a molar substitution (SM) of 0 to 1.
- the concentration of at least methylcellulose used according to the invention in the concrete is from 0.01 to 0.8%, preferably from 0.05 to 0.8% of cellulose ether (% by weight cellulose ether dry relative to the dry mass of cement).
- the concentration of at least methylcellulose used according to the invention in the concrete is from 0.01 to 0.6% of cellulose ether (% by dry weight of cellulose ether relative to the dry mass). of cement). More preferably, the concentration of at least methylcellulose used according to the invention in the concrete is from 0.01 to 0.5%, preferably from 0.05 to 0.5% of cellulose ether (% by weight cellulose ether dry relative to the dry mass of cement). Even more preferably, the concentration of at least methylcellulose used according to the invention in the concrete is from 0.01 to 0.35%, preferably from 0.05 to 0.35% of cellulose ether (% by weight). dry mass of cellulose ether relative to the dry mass of cement).
- the cellulose ether used according to the invention is not mixed with other additives as additives to reduce plastic shrinkage and / or to reduce plastic cracking in said concrete, it being understood that said concrete may contain other additives with functions other than reducing or eliminating plastic shrinkage and / or plastic cracking.
- the cellulose ethers can also be introduced directly into the concrete, in particular into the concrete present in the router truck or in each constituent of the concrete.
- the cellulose ethers can be introduced in powder form or in dry form directly into the various constituents of the concrete whatever their physical states (in the form of powder, paste, liquid or solid). It is possible to envisage that the cellulose ethers used according to the invention can be introduced in powder form or in dry form directly with the constituent granules of the concrete. In this case, it is preferably a mixture with the aggregates.
- the cellulose ethers can also be introduced in the form of a liquid or semi-liquid solution in the mixing water.
- the subject of the present invention is also a hydraulic binder comprising from 0.05 to 0.8% of at least one cellulose ether (% by dry weight of cellulose ether relative to the dry mass of cement) as additive to reduce plastic shrinkage and / or reduce plastic cracking.
- the present invention also relates to a hydraulic binder comprising
- cellulose ether % dry weight of cellulose ether relative to the dry mass of cement
- Figure 1 shows a photo of a concrete made without use according to the invention of cellulose ether. This is a control concrete.
- Figure 2 shows a photo of a concrete made with use according to the invention of methylcellulose at 0.14% by dry weight relative to the dry mass of cement.
- Figure 3 shows a photo of a concrete made with use according to the invention of methylhydroxypropylcellulose at 0.35% by dry weight relative to the dry mass of cement.
- FIG. 4 shows a photo of a concrete made with use according to the invention of methylhydroxypropylcellulose at 0.20% by dry weight relative to the dry mass of cement.
- Figure 5 shows the evolution of the weight of several concrete plates as a function of time.
- a calcareous mineral filler (CaCO 3 ) with a density of 2.73; sand of 0/4 particle size defined according to EN 12620; a PCP (PolycarboxylPolyox) superplasticizer; tap water. 2 / Concrete manufacturing:
- the grid is fixed by iron wires in four zones of the mold.
- the dry raw materials cement, sand, limestone, polypropylene fibers and cellulose ether
- the mixer used is a Rayneri mixer capacity of 4OL and having a planetary rotation type.
- the total water and the superplasticizer are introduced into the mixer in 30 seconds and maintaining a mixing speed of 30tr / min.
- the kneading is maintained for another 5 minutes and 30 seconds at a kneading speed of 30tr / min.
- the speed of the kneader is increased to 70 rpm and kneading is maintained for another 2 minutes.
- the Applicant has demonstrated that, surprisingly, the reduction and / or the elimination of plastic cracking in concrete by using a cellulose ether according to the invention in concrete is not due to better retention. water in the concrete at the time of setting. Indeed, the Applicant has demonstrated that with the cellulose ethers according to the invention, no increase in water retention in the concrete is observed at the time of setting and in the first days following the taken while one observes a reduction, even a suppression of the plastic cracking. This is demonstrated with the following test: during the accelerated evaporation phase described above, the weight of concrete slabs is measured as a function of time. The weight loss is the evaporated water.
- control 2 The concrete of control 2 is made without cellulose ether. However, the cure product marketed by Chryso under the name Chrysocure is sprayed onto the concrete slab with a quantity of 150 g / m 2 after setting.
- the other concretes are made by introducing, as described above, the cellulose ether in the form of powder except for the examples for which it is indicated that the cellulose ether is diluted.
- the cellulose ether is diluted beforehand in a portion of the mixing water, the solution obtained being introduced with the rest of the mixing water.
- the accelerated evaporation phase starts after 5 hours after concreting.
- control 1 which corresponds to a concrete containing no cellulose ether
- control 2 which corresponds to a concrete containing no no cellulose ether but is covered with a cure product.
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)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Polysaccharides And Polysaccharide Derivatives (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FR0806348A FR2938532B1 (fr) | 2008-11-14 | 2008-11-14 | Utilisation d'au moins un ether de cellulose pour reduire le retrait et/ou la fissuration plastique dans le beton |
PCT/FR2009/000858 WO2010055214A1 (fr) | 2008-11-14 | 2009-07-10 | Utilisation d'au moins un ether de cellulose pour reduire le retrait et/ou la fissuration plastique dans le beton |
Publications (1)
Publication Number | Publication Date |
---|---|
EP2358649A1 true EP2358649A1 (fr) | 2011-08-24 |
Family
ID=40383748
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09784265A Withdrawn EP2358649A1 (fr) | 2008-11-14 | 2009-07-10 | Utilisation d'au moins un ether de cellulose pour reduire le retrait et/ou la fissuration plastique dans le beton |
Country Status (6)
Country | Link |
---|---|
US (1) | US8282732B2 (fr) |
EP (1) | EP2358649A1 (fr) |
CA (1) | CA2743556C (fr) |
FR (1) | FR2938532B1 (fr) |
MA (1) | MA32780B1 (fr) |
WO (1) | WO2010055214A1 (fr) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8430957B2 (en) | 2011-06-09 | 2013-04-30 | Hercules Incorporated | Low molar, homogeneously substituted HEC for use in cement-based systems |
JP5811054B2 (ja) * | 2012-07-10 | 2015-11-11 | 信越化学工業株式会社 | 押出成形用水硬性組成物 |
US9145477B2 (en) | 2012-09-25 | 2015-09-29 | Dow Global Technologies Llc | Nanocellular thermoplastic foam and process for making the same |
JP6294331B2 (ja) | 2012-10-18 | 2018-03-14 | ダウ グローバル テクノロジーズ エルエルシー | 自己緊結性コンクリート用ヒドロキシエチルメチルセルロース含有モルタル |
JP6206340B2 (ja) * | 2014-04-30 | 2017-10-04 | 信越化学工業株式会社 | コンクリート組成物 |
FR3064000B1 (fr) * | 2017-03-15 | 2022-09-09 | Institut Francais Des Sciences Et Technologies Des Transp De Lamenagement Et Des Reseaux | Agent de cure pour formulation cimentaire |
CN110655345A (zh) * | 2019-10-23 | 2020-01-07 | 南京钧正新材料有限公司 | 改性羟丙基甲基纤维素醚干粉料 |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4188231A (en) * | 1977-06-17 | 1980-02-12 | Valore Rudolph C | Methods of preparing iron oxide mortars or cements with admixtures and the resulting products |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6017357B2 (ja) * | 1979-01-31 | 1985-05-02 | 信越化学工業株式会社 | セメント系接着剤組成物 |
US4462836A (en) * | 1983-02-15 | 1984-07-31 | Gulf Oil Corporation | Cement composition and method of cement casing in a well |
JPS60204651A (ja) * | 1984-03-29 | 1985-10-16 | 信越化学工業株式会社 | コンクリ−ト組成物 |
SE520651C2 (sv) * | 2001-12-03 | 2003-08-05 | Akzo Nobel Nv | Vattenhaltig cementkomposition |
US20050241543A1 (en) * | 2004-04-27 | 2005-11-03 | Wolfgang Hagen | Cement-based systems using plastification/extrusion auxiliaries prepared from raw cotton linters |
KR100824116B1 (ko) * | 2006-10-16 | 2008-04-21 | 삼성정밀화학 주식회사 | 셀룰로오스 에테르 및 이를 포함하는 균열 방지용 시멘트모르타르 조성물 |
JP4725742B2 (ja) * | 2007-02-19 | 2011-07-13 | 信越化学工業株式会社 | 水硬性組成物 |
-
2008
- 2008-11-14 FR FR0806348A patent/FR2938532B1/fr not_active Expired - Fee Related
-
2009
- 2009-07-10 EP EP09784265A patent/EP2358649A1/fr not_active Withdrawn
- 2009-07-10 US US13/127,315 patent/US8282732B2/en not_active Expired - Fee Related
- 2009-07-10 WO PCT/FR2009/000858 patent/WO2010055214A1/fr active Application Filing
- 2009-07-10 CA CA2743556A patent/CA2743556C/fr not_active Expired - Fee Related
-
2011
- 2011-05-09 MA MA33826A patent/MA32780B1/fr unknown
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4188231A (en) * | 1977-06-17 | 1980-02-12 | Valore Rudolph C | Methods of preparing iron oxide mortars or cements with admixtures and the resulting products |
Non-Patent Citations (2)
Title |
---|
See also references of WO2010055214A1 * |
T R: "NATROSOL Hydroxyethylcellulose A Nonionic Water-Soluble Polymer Physical and Chemical Properties", 31 December 1999 (1999-12-31), XP055093872, Retrieved from the Internet <URL:http://www.brenntagspecialties.com/en/downloads/Products/Multi_Market_Principals/Aqualon/Natrosol_HEC_Booklet.pdf> [retrieved on 20131217] * |
Also Published As
Publication number | Publication date |
---|---|
US20110203488A1 (en) | 2011-08-25 |
FR2938532A1 (fr) | 2010-05-21 |
MA32780B1 (fr) | 2011-11-01 |
WO2010055214A1 (fr) | 2010-05-20 |
CA2743556A1 (fr) | 2010-05-20 |
FR2938532B1 (fr) | 2011-08-12 |
CA2743556C (fr) | 2017-02-28 |
US8282732B2 (en) | 2012-10-09 |
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