序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
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.

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.

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.

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.

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.

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.

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.

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.

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].
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