序号 | 专利名 | 申请号 | 申请日 | 公开(公告)号 | 公开(公告)日 | 发明人 |
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181 | Well cement fluid loss control additive | EP01309730.8 | 2001-11-19 | EP1213270B1 | 2005-02-23 | Vijn, Jan Pieter; Dao, Bach; Melbouci, Mohand |
182 | Freeze-preventing material and method for preventing pavement surface from freezing | EP98118744.6 | 1998-10-05 | EP0950699B1 | 2003-01-08 | Ishioka, Nobuya c/o SHOWA DENKO K. K.; Yamaguchi, Tetsuhiko c/o Kawasaki Res. Lab.; Sazawa, Masaki c/o K.K. GAEART KUMAGAI; Kitamura, Kenichi c/o K.K. GAEART KUMAGAI |
183 | Freeze-preventing material and method for preventing pavement surface from freezing | EP98118744.6 | 1998-10-05 | EP0950699A1 | 1999-10-20 | Ishioka, Nobuya c/o SHOWA DENKO K. K.; Yamaguchi, Tetsuhiko c/o Kawasaki Res. Lab.; Sazawa, Masaki c/o K.K. GAEART KUMAGAI; Kitamura, Kenichi c/o K.K. GAEART KUMAGAI |
A freeze-preventing material comprises cement, salt, and water-absorbing resins. The freeze-preventing material is scattered on the pavement surface in the form of slurry to prevent the pavement surface from freezing. Thereby a freeze-preventing effect is maintained for a long period of time owing to the water-absorbing resins which absorb and retain the salt in large amounts. The anti-freezing effect can be restored by spraying the pavement with the salt again. |
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184 | Concrete composition | EP92110651.4 | 1992-06-24 | EP0520413B1 | 1997-03-19 | Haruyuki, Takeshita, c/o JDC Corporation; Haruya, Sawara, c/o JDC Corporation; Shohei, Hoshino, c/o JDC Corporation; Yoshiyuki, Shoji, c/o JDC Corporation |
185 | AIR ENTRAINMENT COMPOSITIONS FOR CEMENT COMPOSITIONS | EP95916232.0 | 1995-04-11 | EP0755364A1 | 1997-01-29 | HEGGE, Timothy |
Compositions and methods relating to cementitious compositions are provided. The use of a blend of a rosin and a tannin to entrain air into cementitious compositions is provided. A blend of a rosin and a tannin in a weight ratio of 10:1 to 1:10 are added to a wet cementitious composition at levels of less than 1 % by weight based on the weight of the cement and air is mixed into the cement. The resulting cement will contain, e.g. 5 % to 10 % by volume air which improves the resistance of the set cement to freeze damage. Also provided is a method of entraining air into a cementitious composition which employs such a blend. | ||||||
186 | Concrete composition | EP92110651.4 | 1992-06-24 | EP0520413A3 | 1994-04-20 | Haruyuki, Takeshita, c/o JDC Corporation; Haruya, Sawara, c/o JDC Corporation; Shohei, Hoshino, c/o JDC Corporation; Yoshiyuki, Shoji, c/o JDC Corporation |
A concrete composition which has superior fluidity and filling property and from which a concrete structure having high quality and durability and being excellent in resistance to freezing and thawing can be made without compaction by vibration. The composition comprises cement, water, aggregate, at least one admixture selected from the group consisting of a water reducing agent, an air entraining agent, an air entraining water reducing agent and a superplasticizer, and at least one viscosity improver of a cellulose type of viscosity improver having a low foaming property which shows specific viscosity and an acrylic type of viscosity improver having a low viscosity which shows specific viscosity in a specified amount. |
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187 | FROSTSCHUTZAUSKLEIDUNG FÜR VERKEHRSTUNNEL IN KÄLTEREGIONEN | EP91914571.0 | 1991-08-09 | EP0541681A1 | 1993-05-19 | LORRY, Cosmas; WITOLLA, Christian |
Un revêtement antigel pour tunnels routiers en régions froides comprend une couche en matière thermoplastique expansée (6) et une couche ignifuge (8). La couche ignifuge comprend un aluminate de silicium fabriqué à partir d'une masse moulable qui contient un composant anorganique lithogène, un deuxième composant contenant de l'eau et qui provoque la réaction de durcissement du composant lithogène dans le domaine alcalin, ainsi qu'un composant moussant. Comme composant anorganique lithogène, on préfère une matière solide sélectionnée dans le groupe composé de: (I) silicate d'aluminium finement pulvérisé, amorphe au moins en partie, contenant du dioxyde de silicium et de l'oxyde d'aluminium amorphes; (II) cendres amorphes vitreuses d'électrofiltre en provenance d'usines thermiques à haute température à base de houille; (III) bauxite calcinée moulue; (IV) cendres d'électrofiltre en provenance d'usines thermiques à base de lignite; (V) SiO2 amorphe non dissous, extrait notamment d'un acide silicique amorphe, dispersé-pulvérulent, déshydraté ou contenant de l'eau, ou en provenance de processus thermiques à haute température (Silica Fume); (VI) métakoalin. | ||||||
188 | Low temperature acrylic latex compositions and methods for waterproofing structures | EP91301236.5 | 1991-02-15 | EP0442753A3 | 1992-12-02 | Gaidis, James Michael; Wiercinski, Robert Alan; Ehrlich, Susan Gail |
Disclosed are methods of reducing water penetration through civil engineering structures which comprise applying to the structures a waterproofing agent pretreatment composition including acrylic or vinyl acrylic latices and various freezing point depressing agents. Also disclosed are packages including these pretreatment compositions and methods for using these pretreatment compositions to waterproof various civil engineering construction materials. |
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189 | Verfahren zum Schutz poröser Baustoffe gegen Tausalzeinflüsse | EP91117834.1 | 1991-10-18 | EP0485763A1 | 1992-05-20 | Schmid, René P. |
Bei der vorliegenden Erfindung wird ein Verfahren zum Schutz poröser Baustoffe gegen Tausalzeinflüsse vorgeschlagen, bei welchem ein wasserdampfdiffusionsfähiger Belag aus einer Imprägnierung und einem darauf angeordneten Wachsbelag zumindest auf die zur Wetterseite weisende, sichtbare Oberfläche des porösen Baustoffes aufgebracht wird. |
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190 | Verfahren zur Herstellung von Poren enthaltenden Festkörpern aus einem Gemisch von Bindemitteln, Zuschlagstoffen und Zusatzstoffen | EP89890074.1 | 1989-03-15 | EP0334835A3 | 1990-12-05 | Schwarz, Gerhard, Dipl.-Ing. Dr. techn.; Tögel, Rudolf, Ing |
Verfahren zur Herstellung von Poren enthaltenden Festkörpern aus einem Gemisch von Bindemitteln, vorzugsweise Zement, Zuschlagstoffen sowie gegebenenfalls an sich bekannten Hilfs- und Zusatzstoffen durch Zugabe von Wasser, Verformung und gegebenenfalls Verdichtung der entstehenden Masse und Aushärtung derselben. Um eine gute Frost-Tausalz-Beständigkeit der Festkörper zu erreichen, wird vorgeschlagen, im Festkörper ein Porensystem aufzubauen, indem ein trockenes, zumindest teilweise wasserlösliches und/oder mit Wasser Gelteilchen bildendes Granulat aus unvollständig gehärtetem Harnstoff-Formaldehyd-Harz zugemischt wird. |
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191 | Carbon fiber-reinforced hydraulic composite material | EP90103051.0 | 1990-02-16 | EP0383348A1 | 1990-08-22 | Katsumata, Haruo; Sakai, Hiromichi; Takahashi, Keisuke; Ootaguro, Hirofumi; Matsumoto, Masashi; Nakamura, Moriyasu; Ando, Tatsuo |
A carbon fiber-reinforced hydraulic composite material having excellent mechanical strength, workability, and freezing-and-thawing resistance, wherein chopped carbon fibers having a monofilament tensile strength of from 140 kg/mm² to 270 kg/mm², and a monofilament diameter of from 15 µm to 30 µm are blended as the carbon fibers at a ratio of from 1% to 4% by volume with respect to the entire composite material to bring a flow index of the composite material before its hardening to 120 mm or above. |
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192 | Benefaction of concrete and aggregate using calcium phosphate | EP87110117.6 | 1987-07-14 | EP0253357A3 | 1989-02-08 | Hudec, Peter |
A phosphate additive, such as apatite or monocalcium phosphate monohydrate, is used to treat concrete aggregate and concrete to improve its resistance to natural and salt induced breakdown. The phosphate can also be used in association with road salt to prevent spalling and breakdown of concrete surfaces and damages to cars. Used alone as a surface treatment, it has the same effect. |
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193 | Benefaction of concrete and aggregate using calcium phosphate | EP87110117.6 | 1987-07-14 | EP0253357A2 | 1988-01-20 | Hudec, Peter |
A phosphate additive, such as apatite or monocalcium phosphate monohydrate, is used to treat concrete aggregate and concrete to improve its resistance to natural and salt induced breakdown. The phosphate can also be used in association with road salt to prevent spalling and breakdown of concrete surfaces and damages to cars. Used alone as a surface treatment, it has the same effect. |
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194 | MINERAL, HYDRAULIC BINDER AND MINERAL, HYDRAULIC DRY MORTAR, FRESH CONCRETE AND HARDENED CONCRETE CONTAINING THIS BINDER | PCT/EP2014059260 | 2014-05-06 | WO2014180859A4 | 2014-12-31 | SCHARFE FRIEDBERT; GROPPWEIS SEBASTIAN |
The invention concerns mineral, hydraulic binder in powder form, based on a calcium sulphoaluminate-clinker powder containing as admixture at least one activator component acting as an alkali in an aqueous medium for the hydraulic reaction of the calcium sulphoaluminate of the clinker powder, and at least one zinc component which releases zinc ions in an aqueous medium, and preferably at least one setting retardant for the calcium sulphoaluminate, for example at least one setting-retarding fruit acid and/or at least one setting-retarding polyphosphate. The invention further concerns a hydraulic dry mortar, fresh concrete and hardened concrete containing this binder. | ||||||
195 | Automatic transmission for a shift operating device | JP2009139823 | 2009-06-11 | JP5470615B2 | 2014-04-16 | ウン シック キム |
196 | The novel poly-ion complex | JP2009189665 | 2009-08-19 | JP5424168B2 | 2014-02-26 | 紀之 熊沢; 達弥 沼尾 |
197 | New polyion complex | JP2009189665 | 2009-08-19 | JP2010132862A | 2010-06-17 | KUMAZAWA NORIYUKI; NUMAO TATSUYA |
PROBLEM TO BE SOLVED: To provide a useful polyion complex using a cellulosic polymer with predetermined structure. SOLUTION: The polyion complex is obtained as a precipitate by mixing an aqueous solution of a cationic cellulose polymer having a predetermined repeating unit and a predetermined molecular weight with an aqueous solution of an anionic cellulose polymer having a predetermined repeating unit and a predetermined molecular weight, in an aqueous medium under pH conditions in which both materials become a dissociative state, to produce a heterogeneous solution, and by continuously mixing the resulting heterogeneous solution. COPYRIGHT: (C)2010,JPO&INPIT | ||||||
198 | Concrete primer | JP2000272655 | 2000-09-08 | JP2001146568A | 2001-05-29 | SAITO HIDEAKI; ADACHI TAKI |
PROBLEM TO BE SOLVED: To obtain a one-pack epoxy resin based concrete primer which is moisture-curable at normal temperatures and at low temperatures and excels in storage stability. SOLUTION: This concrete primer comprises (A) a heterocycle-containing compound represented by the formula (wherein (n) is an integer of 1-10; X1, Y1, and Z1 are each independently O or S; R1 is a residue of a cyclic ether- containing compound or H; and R2 is a 2-10C hydrocarbon group), (B) a polyepoxide, and/or (C) a compound which forms a primary or secondary amino group by the reaction with water. | ||||||
199 | Powdery or granular cement-based grout composition | JP4975799 | 1999-02-26 | JP2000247716A | 2000-09-12 | HAYASHI HIROSHI; TSUKADA KAZUHISA; ISOMURA HIROTAKA; SOEDA KOICHI; YOSHIDA RYOZO |
PROBLEM TO BE SOLVED: To keep highly packed properties in a low temperature surrounding by formulating an aggregate, a dried powder of a (meth)acrylate-based high molecular compound having a specified repeating unit and average molecular weight, and a formaldehyde condensate of a triazine derivative, with a cement in a specific amount. SOLUTION: This powdery or granular cement-base grout composition comprises a cement, an aggregate, 0.05-0.5 pt.wt. dried powder of a (meth) acrylate-based water-soluble high molecular compound having constituent units represented by formulas I and II (R1, R2 and R3 are each H or methyl; R4 is a 1-3C alkyl; M1 is H, an alkali metal, an alkaline earth metal, ammonium or an organic amine; Y is CH2O or COO; (n) is an integer of 20-109) and 4,000-50,000 number average molecular weight based on 100 pts.wt. cement, and 0.05-1.5 pts.wt. formaldehyde condensate of a triazine derivative. The separation of materials and the shrinkage of volume are not caused even in a low temperature environment because the composition has a powdery or granular shape. | ||||||
200 | Cement admixture and cement composition containing the same | JP4741299 | 1999-02-25 | JP2000247705A | 2000-09-12 | HAYASHI HIROSHI; TSUKADA KAZUHISA; ISHIMORI MASAKI; ISOMURA HIROTAKA; TORIINAMI KOICHI; TAKIMOTO MASAKI; SOEDA KOICHI |
PROBLEM TO BE SOLVED: To retain the low temperature fluidity of a cement composition by blending a (meth)acrylic water soluble polymer compound having specific structural units with an aldehyde condensate of a triazine derivative and by adding the mixture to cement. SOLUTION: This cement admixture is prepared by formulating a (meth) acrylic water soluble polymer having structural units of formulas I-III [wherein, R1-R3 are each H or methyl group; R4 is a 1-3C alkyl; M1 is H, an alkali metal, an alkaline earth metal, ammonium or an organic amine; Y is CH2O or COO; X is SO3M2 or O-Ph-SO3M2 (wherein, M2 is H, an alkali metal, an alkaline earth metal, ammonium or an organic amine; Ph is phenylene); (n) is an integer of 15-109] with an aldehyde condensate of a triazine derivative in a weight content ratio of (20/80)-(80/20). The powdery admixture having 5-2,000 μm particle diameter is added to cement in a weight content ratio of [(0.05-1)/100]. |